GOVERNMENT OF PUDUCHERRY PUBLIC WORKS …pwd.puducherry.gov.in/document/PSR 09-10...

GOVERNMENT OF PUDUCHERRY

PUBLIC WORKS DEPARTMENT

PUDUCHERRY SCHEDULE OF RATES

YANAM REGION

2009-2010

FOREWORD

The PSR for Puducherry PWD was first published during the year 1998-99, later in 2003-04,

2006-07, 2007-08 and 2008-09. Now the PSR for the year 2009-10 is prepared.

This Schedule of rates incorporates basic rates for labour and materials for building

works, road works, water supply works & sewerage works, irrigation works and bridge works.

The PSR 2009-10 is effective from 1.4.2009.

This Schedule of Rates is being used by number of Government Departments, Private

Sector Organizations, various Engineers, Contractors and Architects.

The Puducherry PWD is prepared by adopting the analysis and specifications of CPWD

for arriving the finished rate for building works. The analysis and specifications of Ministry of

Road Transport, MORTH and Highways Specifications have been followed for working out the

finished rates for road and bridge works.

In respect of the irrigation works, the most frequently used items have been identified

and the rates were worked out considering the field observations and Madras Detailed

Standard Specification and CPWD analysis of rates wherever applicable.

In the PSR 2009-10 several items with ISI specification identifying best manufacturers for

materials, new products and technologies which are being used in Civil Engineering field have

been included. New items have also been introduced.

In this 2009-10, may new items including sulphate resistant cement based pile works

and precast RCC door and window frames as per the BIS are included. Fusion bonded epoxy

coating in bridge work, sand gravel mix, bituminous concrete for Road works etc. based on

MOST specification are added. Specifications such as thickness of ceramic tiles, Mangalore

tiles Marble Slabs are suitably modified based on the material availability in market. In the

steel item for small works, (that’s steel usage upto 10 MT) TMT rod (secondary products) with ISI

specification is newly included. However for important works viz. bridges, OHT, and high rise

building and works which are identified by the Engineer-in-charge as important only TMT rod of

VIZAG / SAIL / TISCON / IISCO shall be adopted.

The encouragement and guidance given by Thiru T.M. BALAKRISHNAN, I.A.S., Secretary

(Works) in bringing out the Puducherry Schedule of Rates which is belovedly acknowledged.

I am sure that this Schedule of Rates will be quite useful to all concerned.

Puducherry (CHANDRAPALSINGH) June, 2009 CHIEF ENGINEER PWD, PUDUCHERRY

PREFACE

1. Puducherry Schedule of Rates 2009-10 is an updated edition of the PSR 2008-09.

2. The Puducherry Schedule of Rates 2009-10 incorporates all the items included in the

PSR 2008-09 and correction slip issued from time to time besides new items. The specification

of the items have been improved and modified in this Schedule of Rates. The Schedule of

Rates is based on the current market rates for materials and labour. The basic rates have

been obtained from the leading manufacturers for branded products, local market,

Department of Economics & Statistics and DGS&D rates. The finished rates were arrived by

using CPWD analysis of rates and finalized by convening the PSR Standing Committee meeting

on 27.04.09 as per O.M.No. 4090/669/06-PW (B1) dt: 12/01/2007.

3. The Standing Committee of Schedule of Rate was formed under the Chairmanship of

Thiru CHANDRAPAL SINGH, Chief Engineer of Public Works Department, Puducherry. The

committee included the following members.

TVL:

Chandrapal Singh Chief Engineer,PWD Chairperson

Chandrapal Singh Superintending Engineer - Circle-I, PWD Member

S. Manohar Superintending Engineer - Circle-II, PWD Member

R. Chandrasekaran Superintending Engineer – Circle-III, PWD

Member

S. Vaittianadane Director of Economics & Statistics Member

S. Alphonse Under Secretary (Works)

Member

P. Arivazhagan Executive Engineer (Planning) - Central office Member

Tmt. T. Saroja Senior Accounts Officer, PWD Member

J. Jayakumar Executive Engineer - Public Health, PWD

Member

V. Sathiamurthy Executive Engineer – Irrigation, PWD Member

P. Arivazhagan Executive Engineer – Designs, PWD Member Secretary

4. The Committee meeting was convened and finalized the basic rates of materials and

labours. The same was approved after calling the views from all the Executive Engineers and

Contractor Associations.

5. The Delhi Schedule of Rates 2002 has been taken as a reference for inclusion of new

materials in respect of building works. Finished rates for building works have been adopted as

per the CPWD analysis of rates 1997. The specifications and analysis for the items under bridge

works are based on the Ministry of Road Transport and Highways (MORTH & MOST). Labour

rates and material rates have been finalized for all the four regions namely Puducherry,

Karaikal, Mahe and Yanam and exclusive Schedule of Rates has been brought out separately

for each region.

6. The rates and specifications incorporated in the PSR 2009-10 will become effective

from 01.04.2009.

7. For works which are in riverbed (for river over 20 metre width only) add 10% extra on

labour, earthwork and conveyance of materials within the riverbed. This extra percentage

should not be allowed for the cost of materials.

8. Within the Central Jail Compound 10% extra and Sub-Jail compound 5% extra is

allowed over the rates of labour, rates of works involving labour and rates for conveyance of

materials for the portion inside the jail campus (i.e. for the distance within the Jail Compound).

9. The current rates have been adopted for materials for which there are rate contracts,

running contracts in existence

10. Hire charges for plants indicated are only to prepare analysis of rates.

11. The works which are to be executed during night times due to heavy traffic during day

times and for various technical and administrative reasons and for major building works which

involves works during night times for continuity, will involve extra expenditure by way of making

arrangements of lighting and special transportation for working parties to odd hours. In the

light of the above nature, the Executive Engineers at their discretion may exercise their

judgment and cater for the additional cost to the maximum extent of 5%, keeping in view, the

severities and factors mentioned above. Support details for the extra cost based on actual site

conditions in specific cases will have to be provided with proper justification.

12. The following are the salient features of Puducherry Schedule of Rates 2009-10:

a) New item using sulphate Resistant Cement (SRPC) for pile works in building and bridge construction is introduced.

b) Precast RCC door and window frames as per BIS is newly included.

c) The basic rates incorporated in the schedule are pertaining to materials confirming to BIS/ CPWD specifications / MORTH specifications / MOST specifications/ materials of best manufacturers in the market.

d) Reinforcement: Only TMT of VIZAG / SAIL / TISCON / IISCO brands have been provided.

New items for TMT (Secondary production) with ISI make is included.

e) Road Work: MOST specification for sand gravel mix, bituminous construction and culvert works are included.

f) Bridges: Fusion bonded epoxy coating based on MOST specification is included.

Due care has been taken to print the Schedule of Rates as correctly as possible. It is

however, possible that some errors might have crept in. In case any omission or mistake is

noticed, it may be brought to the notice of the Executive Engineer (Designs), Computer

Design Centre, Central Office, PWD, Puducherry for correction.

Suggestions from all sectors are invited for the improvement and refinement of this

schedule of rate.

ACKNOWLEDGEMENT

The Schedule of Rates 2009-10 was finalized by the Standing Committee of Puducherry

Schedule of Rates under the Chairmanship of Thiru Chandrapal Singh, Chief Engineer, PWD,

Puducherry and is gratefully acknowledged. Without the guidance and encouragement of

whom, this work would have not become a success.

The sincere efforts taken by the Standing Committee of Puducherry Schedule of Rates

comprising of Thiru S. Manohar, Superintending Engineer (Circle-II), Thiru R. Chandrasekaran,

Superintending Engineer (Circle-III), The Director of Economics & Statistics, P. Arivazhagan,

Executive Engineer (Designs) all other Committee Members and other staff of the Computer

Design Centre, who have put up sincere effort in bringing out this Schedule of Rates 2009-10 is

acknowledged.

In this juncture, the sincere efforts put forth by the committee members in bringing out

this Schedule of rates are most acknowledgeable. Similarly the involvement of

Thiru C. Rajan, Assistant Engineer (Planning), Thiru P. Ramadasse, Assistant Engineer

(Computer), Thiru T. Sivakumar, (Work Assistant), Thiru R. Batmanabane, (Work Assistant),

Thiru K. Venkatachalapathy, Thiru S. Saravanakumaar, Thiru V. Tamizhavel in compiling the PSR

through the computer software is most appreciable. Nevertheless, the compilation of data

which is strenuous work that has been taken by the Draughtsman Ms. S. Deviga and

Ms. G. Kiruthiga are to be congratulated for their honest work.

The encouragement, enthusiasm and involvement of all those who have directly and

indirectly participated in bringing out this Schedule of Rates is also acknowledged.

S.No.Code No. Description Unit Rate in Rs.

0.1 HIRE CHARGES OF PLANTS1 0002 Concrete Mixer 0.14 cubic metre per day 1000.002 0003 Diesel Road Roller - 8 to 10 tonne per day 1700.003 0004 Power Road Roller 8 to 10t. per day 1700.004 0010 Derrick Monkey Rope per day 660.005 0011 Pumpset (3.636Kl/h) per day 650.006 0012 Needle Vibrator - 40 mm per day 420.007 0013 Machine for rubbing flooring per day 220.008 0014 Front end loader 1 cum capacity per day 5000.009 0015 Excavator

a.60 Hour 700.00b.100 Hour 1200.00c.120 Hour 1450.00d.200 Hour 1600.00Note: Above hire charges includes cost of services of operating staff and supply of lubricating oil and fuel charges.

0.2 LABOUR10 0100 Bhandhani (Assistant to Blacksmith or Bender) per day 165.0011 0101 Bhisthi (Water carrier) per day 180.0012 0102 Blacksmith 1class per day 225.0013 0103 Blacksmith 2class per day 210.0014 0111 Carpenter 1class per day 225.0015 0112 Carpenter 2class per day 210.0016 0113 Chowkidar (beldar) per day 180.0017 0114 Mazdoor Category I (Beldar) per day 180.0018 0114A Survey Assistant per day 180.0019 0114B Wooder I class per day 200.0020 0115 Mazdoor Category II (Coolie) per day 165.0021 0191 Mazdoor Category III per day 150.0022 0116 Fitter Class-I (Pipe laying/barbending/bench fitter) per day 225.0023 0117 Asst.fitter per day 200.0024 0119 Glazier per day 225.0025 0123 Mason 1 class per day 225.0026 0124 Mason 2 class per day 210.0027 0125 Mason 2 class (stone work) per day 210.0028 0126 Mason 1 class (ornamental work) per day 300.0029 0127 Driver for Road Roller,Concrete Mixer,Truck etc per day 225.0030 0128 Mate (Head coolie) per day 185.0031 0130 Mistry per day 225.00

YANAM REGION

BASIC RATES FOR THE YEAR 2009-10

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32 0131 Painter/Varnisher/Polisher Class-I per day 225.0033 0192 Painter/Varnisher/Polisher Class-II per day 200.0034 0132 Excavator (rock cutting) per day 180.0035 0133 Breaker (rock cutting) per day 160.0036 0134 Hole driller (rock cutting) per day 160.0037 0135 Stone chiseller (rock cutting) per day 210.0038 0139 Skilled beldar (for floor rubbing etc) per day 160.0039 0141 White washer per day 160.0040 0155 Mason average per day 218.0041 0156 Carpenter (average) per day 218.0042 0157 Operator (Pile) per day 270.0043 0158 Mechanic (Pile) per day 218.0044 0193 Electrician Class-I (ITI passed with wireman per day 218.00

licence from Competent Authority)45 0159 Electrician Class-II (ITI passed with licence per day 180.00

from Electricity Department)46 0160 Electrician Helper per day 160.0047 0161 Mechanic Grade-I per day 225.0048 0162 Mechanic Grade-II per day 180.0049 0163 Mechanic Helper per day 160.0050 0164 Pump Driver Grade-I (ITI passed) per day 218.0051 0165 Sewer Cleaner per day 160.0052 0166 Sweeper per day 140.0053 0167 Thatcher per day 160.0054 0168 Welder Class-I (ITI passed) per day 225.0055 0169 Welder Class-II per day 180.0056 0170 Well Sinker Class-I per day 220.0057 0171 Well Sinker Class-II per day 180.0058 0172 Technical Assistant Grade-I (B.E. Passed) per day 500.0059 0173 Technical Assistant Grade-II per day 450.00

(Diploma passed or B.E. failled)60 0174 Technical Assistant Grade-III per day 400.00

(ITI passed or Diploma failed)61 0175 Technical Assistant Grade-IV per day 325.00

(ITI failed or having certificate issued by Govt. of Pondicherry)

62 0176 Laboratory Assistant Grade-I (PG in science) per day 400.0063 0177 Laboratory Assistant Grade-II(UG in science) per day 300.0064 0178 Laboratory Assistant Grade-III per day 275.00

(Degree other than Engg./Science to work as WorkInspector, Graduate Junior Clerk and Work Clerk)

65 0179 Raker per day 160.0066 0180 Driver - Light vehicle per day 215.0067 0181 Driver - Heavy vehicle (Lorry, Roller, Tractor) per day 240.00

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68 0194 Driver - Earth moving equipments per day 265.0069 0182 Cleaner (Heavy vehicles/Roller) per day 175.0070 0183 Watchman Grade-I (Kurkha) per day 180.0071 0184 Watchman Grade-II (others) per day 160.0072 0185 Drum mixer (Rotary for hot process) per day 160.0073 0186 Helper for Rig per day 160.0074 0187 Male (Gardener) per day 160.0075 0188 Data Entry Operator Grade-I per day 380.00

(PGDCA or equivalent / Degree with Computer knowledge)

76 0189 Data Entry Operator Grade-II per day 320.00(Any Diploma with knowledge of Data Entry)

77 0190 Data Entry Operator Grade-III per day 290.00(ITI or Higher Sec. with knowledge of data entry)

78 Surveyor per day 285.00Male/Female Coolie (For Department Work) DelCLR / NMR (Not for analysis) as per G.O.M.S.No:102/2003/F3 dt:5/5/2009 per day 233.00

0.3 MATERIALS FOR BUILDING WORKNote: These rates are at site of work and are exclusive of contractors profit,but includes octroi,royalty, sales tax extra.

79 2723 Adhesive (rubber base) Kg 160.00Aggregate:Brick Aggregate:

80 0285 63mm nominal size cum 275.0081 0287 40mm nominal size cum 264.0082 0288 25mm nominal size cum 290.0083 0289 20mm nominal size cum 300.0084 2909 Over burnt brick jelly 90mm to 40mm size cum 170.00

Stone Aggregate:Hard Broken Granite Metal:Machine Crushed

85 0293 40mm nominal size (ISS) cum 1089.0086 0295 20mm nominal size (ISS) cum 1760.0087 0296 12.5mm nominal size (ISS) cum 1430.0088 0297 10mm nominal size (ISS) cum 1056.0089 0298 6mm nominal size (ISS) cum 770.00

90 3214 Aluminium sheet 24 gauge sqm 370.0091 7306 Aluminium T or L sections kg 240.0092 7056 Aluminium tee channel (heavy duty) with rollers metre 40.00

and stop end93 7348 Aluminium washer 2mm thick 15mm dia cent 8.00

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Aluminium strips94 1145 Aluminium Plain Strip edging 38x12x3 metre 84.0095 1234 Aluminium Plain Strip edging 57x12x3 metre 120.0096 2704 Aluminium strip 40 mm wide and 2 mm thick kg 240.0097 8015 Aluminium pipe - 16mm dia (for Pelmet) metre 35.0098 7389 Anodising 15 microns aluminium section Kg 40.0099 7464 Strip-Aluminium fluted 3.15 mm thick and 200mm wide metre 300.00

Asbestos Cement Products except pipes:100 0200 A.C.sheet corrugated 6mm thick sqm 135.00101 0993 A.C.sheet plain 6mm thick sqm 120.00102 3003 A.C.sheet plain 4mm thick sqm 100.00103 0209 A.C.close fitting adjustable ridge 1.10m long pair 150.00104 0210 A.C North light adjustable ridge 1.22m pair 160.00105 0216 A.C north light ventilator curves each 150.00106 7183 Bentonite tonne 5500.00

Bitumen Products:107 0309 Paving bitumen S-90 of approved quality tonne 29928.96108 0313 Blown type petroleum bitumen of penetration tonne 29928.96

85/25 approved quality109 2916 Paving asphalt 80/100 penetration tonne 29928.96110 0314 Bitumen hot sealing compound grade A Kg 29.93111 0316 Bitumen solution primer of approved quality litre 32.10112 0324 Coal tar litre 32.10

Blasting Materials113 0325 Blasting powder kg 40.00114 0326 Blasting fuse (fuse wire) each 18.00

Boards:115 0339 Impregnated fibre board 12mm thick sqm 290.00

Flat pressed 3 layer particle board (medium density)Grade I

116 0340 6mm thick sqm 210.00117 0341 12mm thick sqm 280.00118 0342 18mm thick sqm 360.00119 0343 25mm thick sqm 500.00

Extra for veneered particle board with:120 0346 Teak veneering on one side and commercial sqm 260.00

veneering on other side121 0347 Commercial veneering on both sides sqm 90.00

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122 0348 Teak venering on both sides sqm 450.00123 7307 Extra for providing teak veneering on one side sqm 180.00

instead of commercial veneering124 8014 Cement Bonded Particle Board - 8 mm thick sqm 245.00125 8014A Cement Bonded Particle Board -10 mm thick sqm 281.00

Veneered particle board with commercial on both sides126 7468 12 mm thick sqm 385.00127 7469 18 mm thick sqm 485.00128 7470 25 mm thick sqm 600.00

Veneered particle board with teak veneering on both sides129 7474 12 mm thick sqm 710.00130 7475 18 mm thick sqm 820.00131 7476 25 mm thick sqm 1045.00

Prelaminated particle board with one sidedecorative and other side balancing lamination,flat pressed 3 layer & graded (medium density)Grade I, Type II conformig to IS: 12823 (exterior grade):

132 7477 12 mm thick sqm 565.00133 7478 18 mm thick sqm 660.00134 7479 25 mm thick sqm 780.00

Prelaminated particle board with both sidesdecorative lamination, flat pressed 3 layer &graded (medium density) Grade I, Type IIconformig to IS: 12823 (exterior grade):

135 7480 12 mm thick sqm 565.00136 7481 18 mm thick sqm 660.00137 7482 25 mm thick sqm 900.00

138 7116 Hard board 6 mm thick sqm 160.00139 7062 Extra cost for decorative lamination one side sqm 80.00

and balancing lamination other side

Bricks:140 2604 F.P.S. bricks class designation 35 1000no 3000.00141 2604C Machine moulded bricks / Chamber Burnt 1000no 3500.00142 1984 F.P.S. brick tiles class designation 35 1000no 1700.00143 1984E Mangalore pressed tile-230x230x20mm each 9.00144 0362 Brick bats cum 300.00145 2604F Fly ash bricks of size 23cm x 11cm x 8cm 1000no 3180.00146 2604M Stabilished Mud blocks - 24cm x 11.5cm x 9cm 1000no 4550.00

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Cement:

147 0367 Cement tonne 5335.000367B Cement (SRPC) tonne 5933.00

148 0368 White cement tonne 14500.00149 7024 Acid proof cement tonne 8400.00150 0368A Diff. of white and grey cement kg 9.16151 7024A Diff. in cost of acid proof & ordinary cement tonne 4065.00

Chemicals:152 4203 Copper acetate kg 180.00153 4204 Hydrochloric Acid kg 24.00154 4205 Copper Chloride kg 180.00155 4206 Copper nitrate kg 170.00156 4207 Amonium Chloride kg 14.00157 7022 Choloropyriphos 20% E.C. litre 240.00158 7316 Acelerating admixture kg 25.00159 7317 Retarding admixture kg 55.00160 7318 Plasticizer/ Super plasticizer kg 150.00161 4012 Circular C.I box for ceiling fan each 60.00162 7069 Cirular or hexogonal box for fan clamp including lid each 34.00

163 0370 Coal (steam) qtl 1200.00

Distemper:164 0815 Dry kg 46.00165 0816 Oil bound washable kg 68.00166 0816A Acralic washable kg 77.00

Expandable fastner with plastic sleeve andM.S. screws

167 7312 25 mm long each 10.00168 7313 32 mm long each 10.00169 7314 40 mm long each 11.00170 7315 50 mm long each 12.00171 7090 Expanded polystyrene type N - Normal sqm 126.00172 0979 Earth for filling (Good earth) cum 165.00173 0979A Quarry rubbish cum 220.00

0979B Earth for filling (Red earth) cum 286.00

FITTINGS:Anodised Aluminium fittings:(Crown / Classic)

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Butt Hinges:174 0687 125x75x4mm each 60.50175 0688 125x63x4mm each 55.00176 0689 100x75x4mm each 50.00177 0690 100x63x3.2mm each 44.00178 0691 100x63x4mm each 49.50179 0692 75x63x4mm each 33.00180 0693 75x63x3.2mm each 26.00181 0694 75x45x3.2mm each 22.00182 0695 50x35x3.2mm each 16.00183 2465 Casement stay 250mm each 49.50

Flush bolts:

184 2461 250mm size each 77.00185 2462 150mm size each 55.00186 2463 100mm size each 38.50

Handles:187 0703 125mm with plate 175x32mm each 58.00188 0704 100mm with plate 150x32mm each 38.00189 0705 75mm with plate 125x32mm each 34.00190 0705A Anodised Aluminium handles- 100mm each 28.00191 0705B Anodised Aluminium handles- 75mm each 24.00192 2459 Hanging type door stopper-125mm Size each 28.00193 7059 Aluminium hanging floor door stopper with each 54.00

twin rubber & stopper194 0706 Kicking plate 50cm long 100x3.15mm each 110.00195 2464 Pull bolt lock (locking bolt) of size 85mm x 42mm with each 36.00

screws, bolts, nuts and washers complete

Screws:196 0707 50mm cent 50.00197 0708 40mm cent 44.00198 0709 30mm cent 38.50199 0710 25mm cent 36.30200 0711 20mm cent 28.60

Sliding door bolt:201 0696 300x16mm each 181.50202 0697 250x16mm each 165.00

Tower bolts (barrel type):203 0698 300x10mm each 77.00204 0699 250x10mm each 71.50205 0700 200x10mm each 66.00

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206 0701 150x10mm each 49.50207 0702 100x10mm each 33.00208 7003 Pair of A.A. lever handles for 100mm mortice latch each 176.00

and lock

BRASS FITTINGS:209 0446 Brackets (Curtain rods) 20mm each 33.00210 0423 Casement window fastener each 38.50

Casement stays (straight peg type):211 0424 300mm long weight not less than 0.33 kg. each 82.50212 0425 250mm long weight not less than 0.28 kg. each 71.50213 0426 200mm long weight not less than 0.24 kg. each 60.50214 0430 Chain with hook for fan light catch each 27.50215 0447 Cubboard knob or ward robe knob 50mm each 27.50216 0448 Curtain rails with roller stop ends and brackets metre 88.00217 0443 Curtain rod 12mm dia 1.25mm thick metre 71.50218 0444 Curtain rod 20mm dia 1.25mm thick metre 99.00219 0445 Curtain rod 25mm dia 1.25mm thick metre 132.00

Cupboard lock 6 levers (best make of approved quality220 2451 40mm size each 49.50221 2452 50mm size each 60.50222 2453 65mm size each 71.50223 2454 75mm size each 82.50

Door latch:224 0411 300x16x5mm (0.380 kg) each 154.00225 0412 250x16x5mm (0.350 kg) each 139.70226 0417 Floor door stopper 150mm (0.357 kg) each 143.00227 0428 Fanlight catch each 25.30228 0429 Fanlight pivot each 34.10229 0435 Finger plate 30cm long 65x1.6mm (0.350kg) each 72.60230 0440 Furniture handles (cupboard handle) each 24.20

Handles:231 0408 125mm with plate 175x32mm each 121.00232 0409 100mm with plate 150x32mm each 99.00233 0410 75mm with plate 125x32mm each 68.20234 2455 Hanging type door stopper 150mm each 49.50235 2456 Brass hydraulic closer with screws each 847.00

Hard drawn hooks and eyes236 0418 300mm each 44.00237 0419 250mm each 41.80238 0420 200mm each 38.50

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239 0421 150mm each 40.00240 0422 100mm each 34.00

Hasps and staples (safety type)241 0431 300mm each 55.00242 0432 115mm each 44.00243 0433 90mm each 42.00244 0442 Helical spring 150mm each 210.00245 7394 Double action hydrolic floor spring each 990.00

Hinges:Butt hinges (light / ordinary type):

246 0378 125x70x4mm each 82.50247 0379 100x70x4mm each 55.00248 0380 75x40x2.5mm each 27.50249 0381 50x40x2.5mm each 16.50

Butt hinges (heavy type):250 0382 125x85x5.5mm (0.70 kg) each 160.00251 0383 100x85x5.5mm (0.56 kg) each 115.00252 0384 75x65x4.0mm (0.20 kg) each 50.00

Double acting Spring Hinges:253 0392 150mm each 385.00254 0393 125mm each 240.00255 0394 100mm each 210.00

Parliamentary hinges:256 0385 150x125x27x5mm each 187.00257 0386 125x125x27x5mm each 181.50258 0387 100x125x27x5mm each 165.00259 0388 75x100x20x3.2mm each 160.00

Single acting spring hinges:260 0389 150mm each 192.50261 0390 125mm each 165.00262 0391 100mm each 121.00

263 0413 Martice latch and lock 100x65mm with 6 levers each 583.00and a pair of brass lever handles

264 0414 Martice latch 100mmx65mm with a pair of brass each 495.00lever handles

265 0438 Night latch each 550.00266 0427 Quadrant stays 300mm each 71.50267 7001 100mm martice latch & lock with 6 levers without pair each 440.00

of hanles

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Screws:268 0449 50mm cent 247.50269 0450 40mm cent 198.00270 0451 30mm cent 143.00271 0452 25mm cent 110.00272 0453 20mm cent 71.50

Tower bolts (barrel type):273 0400 250x10mm each 198.00274 0401 200x10mm each 176.00275 0402 150x10mm each 132.00276 0403 100x10mm each 99.00

CHROMIUM PLATED FITTINGS (BRASS):Casement stays (straight peg type) :

277 0569 300mm weighing not less than 0.33 kg each 104.50278 0570 250mm weighing not less than 0.28 kg each 93.50279 0571 200mm weighing not less than 0.24 kg each 77.00280 0568 Casement window fastner each 66.00281 0575 Chain with hook for fanlight catch each 16.50

Cupboard lock (Nickle):282 2468 40mm size each 44.00283 2469 50mm size each 55.00284 2470 65mm size each 66.00285 2471 75mm size each 77.00

Door latch:286 0545 300x16x5mm (380 gms) each 110.00287 0546 250x16x5mm (350 gms) each 93.50

Flush bolts:288 0551 250mm each 121.00289 0552 150mm each 77.00290 0553 100mm each 55.00291 0573 Fanlight catch each 33.00292 0574 Fanlight pivot each 27.50

Handles293 0555 125mm with plate 175x32mm each 165.00294 0556 100mm with plate 150x32mm each 137.50295 0557 75mm with plate 125x32mm each 104.50

Hasps and staples (safety type):296 0576 150mm each 71.50

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297 0577 115mm each 55.00298 0578 90mm each 49.50

Butt hinges (Heavy type)299 0523 110x70x5.5mm (560 gms) each 143.00300 0524 75x65x4mm (200 gms) each 60.50

Butt hinges (Light / Ordinary type) :301 0525 125x70x4 mm each 66.00302 0526 100x70x4 mm each 55.00303 0527 75x40x2.5 mm each 27.50304 0528 50x40x2.5 mm each 22.00

Single acting spring hinges :305 0533 150 mm each 187.00306 0534 125 mm each 137.50307 0535 100 mm each 110.00308 0558 Mortice latch & lock 100x65mm with 6 levers and a each 528.00

pair of brass lever and a pair of brass handles309 0583 Night latch each 451.00310 2467 Pull bolt (locking bolt of size 85mmx42mm with screws, each 132.00

bolts, nuts and washers complete311 0572 Quadrant stay 300mm each 110.00

Rods (Curtain rods of 1.25mm thick)312 0590 12mm diameter metre 121.00313 0591 20mm diameter metre 176.00314 0592 25mm diameter metre 214.50

Screws :315 0585 50mm cent 209.00316 0586 40mm cent 203.50317 0587 30mm cent 143.00318 0588 25mm cent 99.00319 0589 20mm cent 77.00

320 7023 Chromium plated brackets (curtain rods) each 7.80

321 7057 Hydraulic door closer tubular type aluminimum extruded section body - Eddy each 1080.00

322 7058 Hydraulic door closer tubular type aluminimum extruded section body - Mytel each 990.00

323 0584 Wardrobe knob 50mm each 47.00COPPER OXIDISED FITTINGS (BRASS)Screws:

324 0517 50 mm cent 165.00325 0518 40 mm cent 132.00

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326 0519 30 mm cent 99.00327 0520 25 mm cent 66.00328 0521 20 mm cent 44.00

OXIDISED MILD STEEL FITTINGS:329 0678 Chain with hook for fan light catch 300mm each 33.00

Door latch:330 0662 300x20x6mm each 33.00331 0663 250x20x6mm each 27.50332 0676 Fan light catch each 11.00333 0677 Fan light pivot each 11.00

Handles:334 0668 125mm each 22.00335 0669 100mm each 16.50336 0670 75mm each 11.00337 2449 Pull bolt lock of size 85mmx42mm with bolts and nuts each 27.50

complete

Hasps and staples (safety type):338 0679 150mm each 16.50339 0680 115mm each 17.00340 0681 90mm each 11.00

Hinges:

Butt hinges:341 0642 125x65x2.12mm each 16.50342 0643 100x58x1.9mm each 11.00343 0644 75x47x1.7mm each 8.80344 0645 50x37x1.5mm each 6.60

Double acting spring hinges:345 0653 150mm each 77.00346 0654 125mm each 66.00347 0655 100mm each 44.00

Parliamentary hinges:348 0646 150x125x27x2.80mm each 38.50349 0647 125x125x27x2.80mm each 30.80350 0648 100x125x27x2.80mm each 27.50351 0649 75x100x20x2.24mm each 22.00

Yanam Page 12


Single acting spring hinges:352 0650 150mm each 71.50353 0651 125mm each 66.00354 0652 100mm each 46.20

Piano hinges:355 0656 1mm thick 35mm wide finished with nickel plating metre 38.50356 0657 1mm thick 35mm wide finished with brass plating metre 49.50

Oxidised M.S. piano hinges finished with brass plating357 7483 50 mm (Over all width) metre 27.50358 7484 65 mm (Over all width) metre 33.00

Oxidised M.S. hinges finished with nickel plating359 7485 50 mm (Over all width) metre 29.70360 7486 65 mm (Over all width) metre 35.20

M.S. piano hinges finished with nickel plating361 7487 50 mm (Over all width) metre 24.20362 7488 65 mm (Over all width) metre 27.50

Tee hinges:363 0658 300x115x2.24mm each 22.00364 0659 250x100x2.24mm each 16.00

Hooks and Eyes:365 0671 300mm each 14.30366 0672 250mm each 11.00367 0673 200mm each 8.80368 0674 150mm each 5.50369 0675 100mm each 5.00

Screws:370 0682 50mm cent 55.00371 0683 40mm cent 49.50372 7040 35mm cent 44.00373 0684 30mm cent 33.00374 0685 25mm cent 27.50375 0686 20mm cent 22.00

Sliding door bolts:376 0660 300x16mm each 60.50377 0661 250x16mm each 44.00

Tower bolts (barrel type):378 0664 250x10mm each 37.00

Yanam Page 13


379 0665 200x10mm each 26.00380 0666 150x10mm each 17.00381 0667 100x10mm each 20.00

Casement stay (straight peg type)382 7063 300 mm not less than 0.33 kg each 16.50383 7064 250 mm not less than 0.28 kg each 13.20384 7065 200 mm not less than 0.24 kg each 11.00385 7184 Safety chain weighing not less than450gms for doors each 33.00

MILD STEEL FITTINGS BRIGHT FINISHED ORBLACK ENAMELED:

386 0641 Bolts and nuts 50x6mm each 5.00387 0630 Chain with hook for fanlight catch 300mm long each 5.50388 0628 Fan light catch each 5.50389 0629 Fan light pivot each 6.00

Handles:390 0620 125mm each 6.00391 0621 100mm each 6.00392 0622 75mm each 5.50

Hasps and staples(safety type)393 0631 150mm each 7.00394 0632 115mm each 6.00395 0633 90mm each 5.50396 0634 Helical door spring 150 mm each 38.50

Hinges:Butt hinges:

397 0594 125x65x2.12mm each 11.00398 0595 100x58x1.90mm each 8.80399 7027 100x58x2.5mm each 11.00400 0596 75x47x1.70mm each 5.50401 0597 50x37x1.50mm each 4.40

Double acting spring hinges:402 0605 150 mm each 77.00403 0606 125 mm each 55.00404 0607 100 mm each 38.50

Parliamentary hinges:405 0598 150x125x27x2.80 mm each 26.00406 0599 125x125x27x2.80 mm each 19.80407 0600 100x125x27x2.80 mm each 16.50408 0601 75x100x20x2.24 mm each 11.00

Yanam Page 14


Piano hinges:409 0608 1mm thick 35mm wide finished with nickle plating each 22.00

Single actind spring hinges:410 0602 150 mm each 60.50411 0603 125 mm each 55.00412 0604 100 mm each 49.50

Hooks and eyes:413 0623 300 mm each 8.00414 0624 250 mm each 7.00415 0625 200 mm each 6.60416 0626 150 mm each 5.50417 0627 100 mm each 4.40

Screws:418 0635 50mm cent 49.50419 0636 45mm cent 44.00420 0637 40mm cent 33.00421 0638 30mm cent 27.50422 0639 25mm cent 22.00423 0640 20mm cent 16.50

Sliding door bolts bright finished or / and enamelled424 0612 300x16 mm each 27.50425 0613 250x16 mm each 26.40

Tower bolts (Barrel type):426 0616 250x10 mm each 22.00427 0617 200x10 mm each 16.50428 0618 150x10 mm each 14.00429 0619 100x10 mm each 11.00

M.S tower bolt-bright finished / black stove enamelled:430 7350 250 x 10 mm each 34.00431 7351 200 x 10 mm each 30.00432 7352 150 x 10 mm each 29.00433 7353 100 x 10 mm each 27.50

M.S. handle for steel windows including bolts,nuts and washers

434 7066 100 mm each 8.80435 7067 150 mm each 12.00

436 7034 Nickle plated M.S. pipe 20mm dia. metre 66.00

Yanam Page 15


437 7035 Nickle plated M.S. brackets Curtain rod 20mm each 5.00FLUSH DOORSBlack Board ConstructionTeak wood ply on both faces:

438 0713 35mm thick sqm 1650.00439 0714 30mm thick sqm 1450.00440 0715 25mm thick sqm 1400.00441 0800 30mm thick kuttys Eleganza door shutter sqm 2000.00442 0801 35mm thick kuttys Eleganza door shutter sqm 2150.00443 0802 38mm thick kuttys Eleganza door shutter sqm 2880.00

Commercial ply on both faces:444 0717 35mm thick sqm 1265.00445 0718 30mm thick sqm 1210.00446 0719 25mm thick sqm 1155.00

447 0752 Lipping sqm of door area 330.00

448 7049 Teak wood lipping of size 25x3 mm in pelmets metre 11.00

Vision Panel

449 0753 Square sqm of door area 120.00

450 0754 Circular sqm of door area 118.00

451 0755 Flush door -Louvers-Decorative type sqm 187.00

452 0757 Rebate cutting sqm of door area 38.50

453 0761 Fuel wood qtl 220.00

Galvanised steel bolt and nuts / sheets:454 1022 Galvanised steel bolts and nuts 6mm dia and 25mm ten 11.00

long round head with slots455 1023 Galvanised steel J or L hooks-8mm dia. ten 49.50456 1024 Galvanised steel bolts and nuts 10mm dia 125mm ln each 11.00457 1028 Galvanised steel straining bolt each 38.50458 1029A G.I.Barbed wire qtl 4200.00459 1030 Galvanised steel turn buckles each 8.80460 1033 Galvanised steel bolts and nuts-8mm dia. each 5.50461 3050 Galvanised steel corrugated sheets qtl 3960.00462 0992 Galvanised steel plain sheet qtl 3960.00463 7029 Galvanised wire mesh of average width of aperture sqm 165.00

1.4 mm and nominal dia. of wire 0.63 mm

Glass sheets/strips:464 2405 Glass sheet of nominal thickness 3mm (weighing sqm 230.00

not less than 7.5 kg/sqm.)

Yanam Page 16


465 2406 Glass sheet of nominal thickness 4mm (weighing sqm 370.00not less than 10 kg/sqm.)

2406A Mirror face glass sheet green shade - 4mm thick sqm 415.002406B Mirror face glass sheet blue shade - 4mm thick sqm 465.00

466 2407 Glass sheet of nominal thickness 5mm (weighing sqm 515.00not less than 13.5 kg/sqm.)

2407A Mirror face glass sheet green shade - 5mm thick sqm 550.002407B Mirror face glass sheet blue shade - 5mm thick sqm 600.00

467 2408 Glass sheet frosted nominal thick 3mm sqm 230.00468 1149 Glass strips 4mm thick 40mm deep metre 10.00469 1150 Glass strips 6mm thick 40mm deep metre 11.00470 2705 Glass strips 4mm thick 25mm deep metre 6.00471 2706 Glass strips 4mm thick 50mm deep metre 11.00472 2707 Glass strips 4mm thick 78mm deep metre 16.00473 2709 Glass strips 4mm thick 62mm deep metre 14.00474 0304 Gravel cum 686.00475 0763 Glue kg 96.00476 1036 Iron Pintels including welded pin each 30.00

Jali (cement concrete):477 0768 50mm thick sqm 210.00478 0769 40mm thick sqm 195.00479 0770 25mm thick sqm 112.00

Lime:480 0773 Unslaked lime qtl 275.00481 0775 White lime qtl 280.00482 0776 Satna lime qtl 210.00483 0777 Slaked lime cum 1680.00

Marble chips upto 4mm and down size:484 0784 Marble dust/ powder cum 2160.00485 0785 White & Black qtl 205.00486 0786 Chocolate, grey or yellow qtl 125.00487 0787 Baroda green qtl 125.00488 0788 Large size above 4mm White & Black qtl 145.00

MARBLE SLABS:GREY MARBLE

489 6020 15mm thick sqm 945.00

Makrana Doongri Adanga marble (15 mm thick)490 7279 Above 0.2 sqm upto 0.5 sqm sqm 880.00491 7280 Above 0.5 sqm upto 1.0 sqm sqm 945.00492 7281 Above 1.0 sqm upto 2.0 sqm sqm 1010.00

PINK MARBLE

Yanam Page 17


Plain:493 6007 15mm thick sqm 800.00

WHITE MARBLEMakrana Doongri adanga veined

494 6004 15mm thick sqm 735.00

495 6004A Mouurvadu 15mm thick sqm 810.00496 6004B Baroda green 15mm thick sqm 810.00

Makrana IInd quality plain:497 6001 15mm thick sqm 1300.00

Makrana second quality plain:498 1237 Cutting marble/sand stone slab upto 50 mm thick metre 5.00499 7244 Rajnagar marble stone 15mm thick ( 105 x 60 cm) sqm 900.00500 7245 Granite stone 18mm thick ( 105 x 60 cm) sqm 1750.00

Polished Granite Black (18 mm thick):501 7295 Above 0.2 sqm upto 0.5 sqm sqm 1834.00502 7296 Above 0.5 sqm upto 1.0 sqm sqm 2024.00503 7297 Above 1.0 sqm upto 2.0 sqm sqm 2024.00

Polished Granite pink (18 mm thick):504 7299 Above 0.2 sqm upto 0.5 sqm sqm 1184.00505 7300 Above 0.5 sqm upto 1.0 sqm sqm 1313.00506 7301 Above 1.0 sqm upto 2.0 sqm sqm 1475.00

Polished Granite grey (18 mm thick):507 7303 Above 0.2 sqm upto 0.5 sqm sqm 1485.00508 7304 Above 0.5 sqm upto 1.0 sqm sqm 1680.00509 7305 Above 1.0 sqm upto 2.0 sqm sqm 1890.00

Polished Granite Ruby red (18 mm thick):510 7299A Above 0.2 sqm upto 0.5 sqm sqm 1450.00511 7300A Above 0.5 sqm upto 1.0 sqm sqm 1600.00512 7301A Above 1.0 sqm upto 2.0 sqm sqm 1750.00513 2710 Marble stone pieces for crazy flooring qtl 105.00514 0808 Metallic floor hardener qtl 600.00

METAL BEADING:515 1143 Steel metre 30.00516 1144 Aluminium metre 60.00517 7349 12 mm M.S. U beading metre 6.00518 0810 Moorum cum 540.00519 0811 Mud (dry) cum 18.00

Yanam Page 18


OIL:520 0771 Kerosene oil litre 20.00521 1235 Diesel oil litre 35.60522 0818 Linseed oil (double boiled) litre 106.00

Paints: (Asian / Dulux / Nerolac)523 0826 Aluminium paint litre 212.00524 0827 Acid proof paint litre 209.00525 0828 Anticorrosive bituminous paint(black) litre 127.00526 0828A Black board paint litre 143.00527 0829 Black Japan paint litre 95.00528 0830 Enamel paint litre 170.00529 0831 Floor enamel paint in all shades litre 170.00530 0833 Synthetic enamel paint black or chocolate shade litre 170.00531 0834 Synthetic enamel paint in all shades except litre 170.00

black or chocolate532 0835 Plastic emulsion paint litre 210.00533 0835A Exterior emulsion-Premium qlty.(Asian,Dulux,Berger) litre 260.00534 0835B Exterior emulsion-Commercial qlty.(Asian,Dulux,Berger) litre 180.00535 0835C Interior Emulsion paint litre 292.00536 0840 Ready mixed paint for steel work in all shades litre 170.00

except white or green537 0842 Ready mixed paint for wood work litre 170.00538 0843 Ready mixed paint for steel work litre 170.00539 0844 Roofing paint for iron sheets in white, litre 170.00

grey or green shade540 0845 Roofing paint for iron sheets in red colour litre 170.00541 0848 Red oxide litre 110.00542 0849 White lead (ready mixed) litre 145.00543 0850 White lead kg 75.00544 0851 Water proofing cement paint kg 45.00545 0859 Oil type wood preservative litre 100.00546 7239 Epoxy paint litre 320.00547 0865 Pig lead (Australian lead of 99.97% purity) kg 150.00548 0877 Textured exterior paint "Sandtex-Matt" litre 195.00549 0878 Acrylic exterior paint "Trump" litre 140.00550 0879A Premium Acrylic exterior paint "Snowcryl-XT" litre 240.00551 0880A Multi surface paint "Uni-Gloss" litre 260.00

Pigments:552 0874 Black colour dark shade kg 60.00553 0875 Red, chocolate,orange,buff or yellow (red oxide of iron) kg 95.00

light shade554 0876 Green or blue medium shade kg 72.00555 0874B Rate avg. 0874 & 0875 kg 77.50

Yanam Page 19


Pipes and accessories:ASBESTOS CEMENT PIPES AND ACCESSORIES:Asbestos cement rain water pipes:

556 0879 50/50.8mm dia metre 20.00557 0880 80/81.2mm dia metre 25.00558 0881 100/101.6mm dia metre 30.00

Asbestos cement bends:559 0890 50/50.8 mm dia without door each 18.00560 0892 80/81.2mm dia without door each 20.00561 0894 100/101.6mm dia without door each 25.00

Asbestos cement standard shoe:562 0928 50/50.8mm dia each 15.00563 0929 80/81.2mm dia each 20.00564 0930 100/101.6mm dia each 22.00

Asbestos cement cowl:565 7005A 80/81.2mm dia each 24.00566 7005B 100/101.6mm dia each 25.00

Asbestos cement hexagonal rain water head567 0931 250x200/241.3x203.2 mm dia and 100/101.6 mm dia each 30.00568 0932 300x250 mm and 100 mm dia each 35.00569 0933 400x300 mm and 100 mm dia each 55.00

SAND CAST IRON PIPES AND ACCESSORIES:Sand cast iron plain bend:

570 0961 75mm dia each 90.00571 0962 100mm dia each 110.00572 0963 150mm dia each 260.00

Sand cast iron plain shoe:573 0964 75mm dia each 66.00574 0965 100mm dia each 90.00575 0966 150mm dia each 180.00

Sand cast iron tee:576 7087 150 mm each 420.00

Sand cast iron rain water pipes:577 0958 75mm dia and 1.80 metre long each 350.00578 0959 100mm dia and 1.80 metre long each 470.00579 0960 150mm dia and 1.80 metre long each 660.00580 0967 Plate - copper kg 150.00

Yanam Page 20


Pulleys:581 0968 38 mm dia each 18.00582 0969 25 mm dia each 18.00583 4013 40 mm dia each 19.00584 0870 Pully plug each 12.00

Plastic water proofing compound:585 1699A Fixostop/Fixopan of type 150A 8mm to 11mm thk metre 280.00586 1699B Fixostop/Fixopan of type 150B 4mm to 5mm thk metre 160.00587 1699C Fixostop/fixopan of type 150A 8mm to 10mm thick metre 280.00

Primers:588 0820 Cement primer litre 120.00589 0821 Distemper primer litre 120.00590 0823 Pink primer (for wood) litre 120.00591 4202 zinc chromate primer litre 155.00592 4201 Aluminium primer litre 160.00593 0824 Primer for cement paint "CEMPROVER" litre 116.00594 0825 Special primer (C.W) litre 120.00595 0826A Metal primer (U.G) litre 110.00

Polish:596 0853 French polish litre 115.00597 0855 Wax polish (ready made) kg 260.00598 0863 Putty for wood work kg 45.00

PVC Sheets:599 2711L Polyvinyle chloride lamination sheet 1.1mm th. sqm 310.00600 2711 Polyvinyle chloride sheet 1.5mm thick sqm 340.00601 2712 Polyvinyle chloride sheet 2mm thick sqm 395.00602 3002 Polyvinyle cholride sheet 400 micron thk. sqm 80.00

PVC Shutters:603 0723A PVC door shutter with PVC frames - 32 mm thick sqm 2070.00604 0723C PVC door shutter with PVC frames - 25 mm thick sqm 1380.00605 0723B PVC door shutter - 32 mm thick sqm 1350.00606 0723D PVC door shutter - 25 mm thick sqm 1030.00

Rolling shutters and its parts:607 0973 Rolling shutters made of 80x1.25mm machine sqm 1950.00

rolled laths608 7044 Rolling shutters of 80x0.90 mm laths sqm 1600.00609 7045 Rolling shutters of 80x1.20 mm laths sqm 1800.00610 0974 Top cover for rolling shutters 1.25 mm thick metre 440.00611 7046 Top cover of rolling shutters 0.90 mm thick metre 330.00612 7047 Top cover of rolling shutters 1.20 mm thick metre 390.00613 0975 27.5cm long wire spring grade No.2 for each 380.00

rolling shutters

Yanam Page 21


614 0976 Ball bearing for rolling shutters each 250.00615 7068 Extra for providing grilled rolling shutters sqm 150.00

with 8 mm dia. M.S.

Extra for mechanic devices chain and crankedoperation for operating rolling shutters:

616 0977 Exceeding 10.00 sqm and upto 16.80 sqm area of door sqm 300.00617 0978 Exceeding 16.80 sqm area of door sqm 350.00

Rubber sheet618 2736 Rubber sheet 3.2mm thick sqm 220.00619 7390 Neoprin/EPDM rubber gasket metre 25.00

Sand:620 0982 Coarse sand (zone III) sand for filling cum 440.00621 0983 Fine sand (zone IV) sand for mortar cum 495.00

622 0999 Shellac kg 100.00623 1000 Spirit litre 28.00624 1001 Spunyarn kg 35.00

Steel doors and windows:625 4006 Pressed steel door frames (mild steel sheet metre 156.00

1.25mm) profile 'A'626 4007 Pressed steel door frames (mild steel sheet metre 160.00

1.25mm) profile 'B'627 4008 Pressed steel door frames (mild steel sheet metre 190.00

1.25mm) profile 'C'628 4014 Ready made steel door with necessary hinges, lugs sqm 1560.00

and glazing clips excluding other fittings & their fixing629 4015 Readymade steel window (fixed) with lugs, and sqm 740.00

glazing clips excluding other fitting and their fixing630 4016 Readymade steel window (side hung) with lugs, sqm 1200.00

hinges and glazing clips excluding other fittingand their fixing

631 4017 Readymade steel window (top hung) with lugs, sqm 1200.00hinges and glazing clips excluding other fittingand their fixing

632 4018 Readymade steel ventilator (central hung) with sqm 1200.00pivots, lugs, glazing clips excluding otherfitting and their fixing

Steel:633 1014 Mild steel barbed wire qtl DEL634 1015 Mild steel expanded metal 20 x 60 mm sqm 262.00635 1034 Bolts and nuts upto 300mm in length qtl 4180.00636 1035 Bolts and nuts above 300mm in length qtl 4180.00637 1013 M.S. steel sheet for tanks kg 36.00

Yanam Page 22


638 1038A Expanded metal mesh 20mmx60mm - 1.6mm thick sqm 120.00639 1008 Flats upto 10mm in thickness kg 36.00640 1009 Flats exceeding 10mm thickness kg 37.00641 1002 M.S. round bars 12mm dia and below kg 34.50642 1003 M.S. round bars above 12mm dia kg 34.50643 1004 Mild steel round bars for reinforcement kg 34.50644 1005 Twisted steel/deformed bars/for reinforcement del645 1005A Steel-TMT (TISCON / VIZAG / IISCO /SAIL) kg 35.00

1005B Steel - TMT rods (ISI brand approved make) kg 32.50646 1006 M.S. square bars kg 40.00647 1007 Structurals such as tees, angles, channels kg 36.00

and R.S. joists648 1007A Structurals such as tees, angles, channels kg 37.00

above 75mm depth649 1010 M.S. plates kg 40.00650 1016 20x6mm mild steel clamps 15 cm long each 19.00

(for securing chicks)651 1017 M.S. ring 40mm dia 6mm round bar each 8.00652 1019 M.S. Hooks each 5.00653 1020 M.S. rivets qtl 4200.00654 1021 Hard drawn steel wire fabric sqm 330.00655 7013 Ceiling angle kg 39.00656 1025 Mild steel bolts 6 mm dia and 25mm long ten 15.00

with hexagonal head657 1226 Pull bolt (locking bold) with screws complete each 50.00658 4009 M.S. tubes hot finished welded type kg 55.00659 4010 M.S. tubes hot finished seamless type kg 60.00660 4011 M.S. tubes electric resistant or induction butt welded kg 65.00661 1221 20 mm dia holding down bolts qtl 4000.00662 1222 M.S. sheets with bolts&nuts to rest on pintels each 180.00663 1225 M.S flat strap fitting qtl 4200.00664 7395 6mm dia. M.S. adjustable hangers including clips each 55.00

(upto 1.2 m length)665 7319 Wall form panel 1250x500 mm each 1820.00666 7320 Tie bolt 12mm dia 100mm length each 67.00667 7321 Tie bolt 12mm dia 150mm length each 71.00668 7322 Tie bolt 20mm dia 150mm length each 133.00669 7323 Tie bolt 20mm dia 225mm length each 168.00670 7324 Spring coil 12mm each 20.00671 7325 Plastic cone 12mm dia each 25.00672 7326 Corner angle 45x45x5 mm 1.50 m long each 645.00673 7327 100 mm channel shoulder 2.5 m long each 2450.00674 7328 Double clip (bridge clip) each 168.00675 7329 Single clip each 150.00

Yanam Page 23


676 7330 M.S. tube 40mm dia. metre 260.00677 7331 Wall form panel 1250x450mm each 1750.00678 7332 Corner angle 45x45x5m 2.50m long each 630.00679 7333 Corner clamp 450x1070m each 2800.00680 7334 Prop 2m (2-3.5m) each 2100.00681 7335 Binding wire kg 54.00682 7342 Adjustable span ESO+SI(2.35-3.40) each 2500.00683 7343 Adjustable telescopic prop 3 m (2.02 - 3.75m) each 2200.00684 7344 Beam clamp 300-380mm (450-1070 mm) each 850.00685 7345 Prop 4 m each 2100.00686 7346 Double coupler each 80.00687 7347 Cadmium plated full threaded steel screws cent 40.00688 7388 Dash hold fastener 12.5 mm dia, 40 mm long each 60.00

with 6 mm dia boltStones and stone tiles:

689 1203H Rough stone for R.R.work cum 600.00690 1203C Rough stone for revetment cum 600.00691 1203D Jetty stone / Armour stone / Core stone MT 370.00692 1203E Bond stone cent 720.00693 1163 White sand stone slab 75mm(un-polished) sqm 300.00694 1165 White sand stone slab 40mm thick sqm 205.00695 1168 Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 350.00696 1168A Kota stone slab 20 mm to 25 mm thick (semi polished) sqm 400.00

5' & above 5'698 7013A Both side polished cuddapha slab sqm 200.00699 1154 Through and bond stone cent 560.00700 1157 Stone for masonry work cum 750.00701 1158 Stone for pitching 15 cm x 22.5 cm cum 660.00702 7461A Thanthoori stone - 25mm thick sqm 240.00

Tiles703 1201 Precast terrazo tiles 20 mm thick (light shade) sqm 248.00704 1202 Precast terrazo tiles 20 mm thick (medium shade) sqm 193.00705 1203 Precast terrazo tiles 20 mm thick (dark shade) sqm 182.00706 7236 Precast chequered cement tiles 22 mm thick sqm 297.00

dark shade using ordinary cement707 7237 Precast chequered cement tiles 22 mm thick sqm 385.00

medium shade using 50% white cement and 50% grey708 1227 Chequered terrazo tiles 22 mm thick (light shade) sqm 264.00709 1228 Chequered terrazo tiles 22mm thick (medium shade) sqm 215.00710 1229 Chequered terrazo tiles 22mm thick (dark shade) sqm 187.00711 2701 Chequered terrazo tiles 30 mm thick (light shade) sqm 275.00712 2702 Chequered terrazo tiles 30 mm thick (medium shade) sqm 220.00713 2703 Chequered terrazo tiles 30 mm thick (dark shade) sqm 198.00714 7072 Single fired Ceramic tiles 8 mm thick with ten 121.00

Yanam Page 24


matt finish - 150 x 150 mm size715 1257A Thermocole ceiling tiles - 19mm thick sqm 176.00

716 2806 White glazed tiles 152x152mm / 100x100 mm / 200x300 mm sqm 363.00

200x100 mm size 5 mm thick (Johnson / Somany)

717 7185 Colour glazed tiles 152x152mm / 100x100 mm / 200 x 300 mm sqm 363.00

200x100 mm size 5 mm thick (Johnson / Somany)

718 7186 Factory printed glazed tiles 5 mm thick (Johnson / Somany) sqm 363.00

719 7076 White/ off white glazed screen printed tiles ten 110.00of minimum thickness 5 mm - 150 x 150 mm size (Johnson /Somany)

720 2717 Polyvinyle chloride tiles 1.5 mm thick sqm 385.00721 2717A Sun control film sqm 430.00722 2718 Polyvinyle chloride tiles 2mm thick sqm 350.00723 1203B 25mm thick c.c.flooring tiles - (Ultra/Endura) sqm 460.00724 2750 8mm thick granite stone (mirror polished) sqm 600.00725 2751 8 mm thick marble tiles (polished) Raj Nagar sqm 330.00726 2752 18 to 20 mm (average) thick Doongri - Adanga sqm 270.00

marble tiles (polished)

727 2753 Not less than 5.5mm thick ceramic tiles of all shades 330x330mm/ sqm 330.00

200x200mm/200x100mm(as per manufacture's

specification)

728 2753F 10mm thick fully vitrified tiles 60cmx60cm (Johnson/Regency/Naveen) sqm 891.00

729 2753G 10mm thick fully vitrified tiles 60cmx60cm (bell make) sqm 1067.00

730 2753H 8mm thick fully vitrified tiles 45cmx45sqm (johnson/regency/naveen) sqm 594.00

731 2753I 8mm thick fully rectified tiles 40.5x40,5cm (johnson/regency/naveen) sqm 407.00

732 2753J 6mm thick ceramic tiles 30x30cm(johnson/regency/naveen) sqm 275.00

733 7070 Chequerred precast cement concrete tiles 22 mm sqm 418.00thick using marble chips of size 6 mm light shadeusing white cement

734 7077 Acid and alkali resistant tiles size 300x300 mm size sqm 407.0010 mm thick

735 1182 Surkhi cum 110.00

Timber:736 0300 Casurina posts 80mm dia metre 30.00737 0301 Casurina posts 100mm dia metre 34.00738 0302 Casurina posts 125mm dia metre 45.00

Yanam Page 25


0302A Casurina posts 100mm dia to 130mm dia (Average rate) metre 40.00

0302B Casurina posts 150mm dia metre 75.00739 1189N Teak wood in scantling (Nigiria) cum Del740 1190N Teak wood in planks (Nigiria) cum Del741 1189B Teak wood in scantling (Burma) cum 126500.00742 1190B Teak wood in planks (Burma) cum 151800.00743 1189D Teak wood in scantling (Balasa) cum 88165.00744 1190D Teak wood in planks (Balasa) cum 151140.00745 1197K Country wood in scantling (Kongu) cum DEL746 1197V Country wood in scantling (vengai) cum DEL747 1198K Country wood in planks (Kongu) cum DEL748 1198V Country wood in planks (vengai) cum DEL749 1197Q Country wood in scantling (Vegesa / Bandaru) cum 46200.00750 1198Q Country wood in planks (Vegesa / Bandaru) cum 63800.00751 2403 Mango wood in scantling cum 12000.00752 2404 Mango wood in planks cum 12700.00753 1230K Extra for selected planks of kongu wood cum del754 1230T Extra for selected planks of sup.teak wood cum 2500.00

PANELS:755 2412 Ply wood 5 ply with commercial ply on both sqm 236.00

faces 6 mm thick756 2473 Ply wood 3 ply with teak ply one face and sqm 286.00

commercial ply on another face 4mm thick757 0721A 35mm-Factory made panel door & 12mm thk.panel sqm 1650.00758 0722A 30mm-Factory made panel door & 9mm thk.panel sqm 1400.00759 8014A 12mm thick novapon sqm 450.00

Plywood :760 0758 Commercial Ply Wood - 4 mm thick sqm 217.00761 0759 Decorative Ply Wood - 4 mm thick sqm 375.00

Varnishes:762 0856 Ordinary varnish litre 110.00763 0857 Superior copal varnish litre 130.00764 0858 Superior spar varnish litre 140.00765 8617 Velvet cloth sqm 175.00

Water proofing materials:766 1213 Water proofing materials kg 30.00767 8620 Water level indicator - Mechanical each 6000.00768 8621 Electronic water level indicator each 34300.00

WASHERS:769 1207 G.I.limpet washer cent 27.50770 1208 Bitumen washer cent 22.00

Yanam Page 26


771 1209 G.I.plain washer thick cent 33.00772 1210 G.I plain washer thin cent 27.50

WELDING:773 1214 By gas plant metre 70.00774 1215 By electric plant metre 60.50775 1220 Wire mesh (rabbit) sqm 60.50

776 1216 Whiting qtl 605.00

777 7015 Soffit cleat each 5.50778 7017 Joint finisher kg 40.70779 7019 Dash fastner each 11.00

0.4 MATERIALS FOR SERVICES780 1301 Bleaching powder qtl 3025.00

Board Draining:781 1302 600x450x25mm thick teak wood with skirting each 385.00

and beading782 1303 750x450x25mm thick teak wood with skirting each 440.00

and beading

Bolts and Nuts:783 1956 16mm dia. 60mm long each 38.50784 1957 16mm dia. 65mm long each 41.80785 1958 20mm dia. 65mm long each 71.50786 1959 20mm dia. 70mm long each 73.70787 1960 20mm dia. 75mm long each 77.00788 1961 20mm dia. 80mm long each 78.10789 1962 24mm dia. 85mm long each 82.50790 1963 24mm dia. 90mm long each 132.00791 1964 27mm dia. 100mm long each 137.50

Box (Surface):792 1304 For stop cock each 60.50793 1305 For sluice valve each 121.00794 1306 For fire hydrant each 275.00795 1307 For water metre each 209.00

Bracket- C.I:796 1308 For flushing cistern pair 44.00797 1309 For wash basin and sinks pair 55.00798 3750 Brass fisher Union 32 mm each 60.50799 3744 Brass fisher Union 40 mm each 60.50

Yanam Page 27


Chain:800 1314 C.P. brass chain with 32mm dia rubber plug each 27.50801 1315 C.P. brass chain with 40mm dia rubber plug each 33.00

802 1159A Charcoal powder kg 27.50803 1159B Black pigment kg 44.00

Cistern:Controlled low level flushing cistern with fitting - highdensity polythylene / poly propolyne:

804 7358 P.V.C. 10 lts capacity (low level) (white) each 690.00(with fittings, accessories and flush pipe)

805 7359 P.V.C automatic flushing cistern 5 lit capacity each 525.00806 7360 P.V.C. automatic flushing cistern 7.5 lts capacity each 710.00807 7361 P.V.C automatic flushing cistern 10 lit capacity each 945.00808 7362 P.V.C. automatic flushing cistern 15 lts capacity each DEL

Controled low level flushing cistern withfittings - High density polythyene/poly propylene

809 7122 10 lit. (full flush) capacity - white each 610.00810 7123 10 lit. (full flush) capacity - coloured each 850.00811 7124 8 lit. (full flush) capacity - white each 700.00812 7125 8 lit. (full flush) capacity - coloured each 1200.00

Controlled low level flushing cistern withall fittings - Vitreous China (Parryware / Hindware)

813 7126 10 litre (full flush) capacity white each 5000.00814 7127 10 litre (full flush) capacity coloured each 7000.00815 7106 Coloured low level flushing cistern 10 litres each 6000.00

(Vitreous china)816 7005 10 litres without fitting (vitreous china) each 4500.00817 7006 10 litres with fittings (vitreous china) each 6500.00

High level Automatic C.I. flushing cistern:818 1325 5 litres with fittings each del819 1326 10 litres with fittings each del820 1327 15 litres with fittings each del

Clamps:M.S. Standard holder bat clamps for sand cast ironor cast iron pipes

821 0886 For 150mm dia. pipe each 27.50822 1331 For 100mm dia. pipe each 14.00

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823 0888 For 80mm dia. pipe each 11.00824 1332 For 75mm dia. pipe each 8.80825 1333 For 50mm dia..pipe each 7.70826 1329 For 32mm dia..pipe each 7.70827 1334 Clamps and M.S. stays including bolts and nuts each 16.50

For 50mm Pipe828 1335 Clamps and M.S. stays including bolts and nuts each 16.50

For 75mm Pipe829 1330 Clamps and M.S. stays including bolts and nuts each 16.50

For 100mm pipe

Clearing eye with chain and lid830 1336 100mm dia each 29.70831 1337 150mm dia each 33.00

Cocks:Brass bib cocks:

832 1339 15mm dia. each 132.00833 1340 20mm dia. each 165.00834 1341 25mm dia. each 247.50

C.P Brass bib cocks:835 7257 15mm dia. each 165.00836 7258 15mm long nose each 231.00837 7259 15mm long body each 275.00

Brass stop cock:838 1342 15mm dia. each 121.00839 1343 20mm dia. each 181.50840 1344 25mm dia. each 203.50841 1345 32mm dia. each 247.50842 1346 40mm dia. each 302.50843 1347 50mm dia. each 330.00

C.P brass stop cock844 7260 15 mm dia. each 247.50

845 1350 Coupling (Mosquito proof) of approved design each 30.00

Covers - C.I:H.D 560 mm dia.

846 3860 With frame each 2530.00847 3861 Without frame each 1375.00

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M.D 500 mm dia.848 1356 With frame each 1265.00849 1357 Without frame each 935.00

L.D Square:850 1352 Without frame 300x300mm light duty each 225.00851 1353 With frame 300x300mm inside cover of 4.50 Kg. each 247.50

L.D Rectangular852 1354 With frame 455x610mm light duty each 960.00853 1355 Without frame 455x610mm light duty each 390.00854 7130 Precast RCC manhole cover-LD 25 rect.-600x450mm each 690.00855 7131 Precast RCC manhole cover-LD 25 sq.-350x350mm each 600.00856 7132 Precast RCC manhole cover-LD 25 circular- 450mm each 540.00857 7133 Precast RCC manhole cover-MD 10 rect.-500x500mm each 660.00858 7134 Precast RCC manhole cover-MD 10 circular- 500mm each 660.00859 7135 Precast RCC manhole cover-HD 20 circular- 560mm each 935.00860 7136 Precast RCC manhole cover with frame EHD 35 each 2300.00

Circular shape 560mm dia

Ferrule Brass, C.I Mouth :861 1360 15 mm dia each 105.00862 1361 20 mm dia each 165.00863 1362 25 mm dia each 180.00

Dirt box864 7422 Dirt box srainer 80 mm each 2255.00865 7423 Dirt box srainer 100 mm each 3399.00866 7424 Dirt box srainer 150 mm each 4565.00867 7425 Dirt box srainer 200 mm each 6160.00

Draining board868 7364 White glazed fire clay draining board each 468.00

600x450x25 mm869 7365 Raj Nagar Marble stone draining board each 385.00

600x450x25 mm

Foot rests:870 1970 Vitreous china 250x125x25mm pair 77.00871 1363 Vitreous china 250x130x30mm pair 72.00

Grating - C.I:872 1364 100x100mm each 14.00873 1365 125x125mm each 17.00874 1366 150x150mm each 20.00

Yanam Page 30


875 1367 180x180mm each 30.00876 1368 Grating (Gully) C.I. with frame 500x450mm each 484.00877 1369 Grating (S.C.I) for gully or Nahni each 12.00

Precast R.C.C grating with frame878 7380 500x450mm horizontal grating each 688.00879 7381 450x100mm vertical grating each 358.00

880 7108 Stainless steel grating 75 mm dia. each 19.80881 7109 Stainless steel grating 100 mm dia. each 22.00

882 1371 Hydrant (FIRE) each 1920.00

883 1693 Hand pump each 840.00

Insertion of rubber for pipe joints:884 1372 50mm dia pipe joints each 17.00885 1373 80mm dia pipe joints each 19.00886 1374 100mm dia pipe joints each 20.00887 1375 125mm dia pipe joints each 18.56888 1376 150mm dia pipe joints each 24.02889 1377 200mm dia pipe joints each 40.00890 1378 250mm dia pipe joints each 57.00891 1379 300mm dia pipe joints each 84.00892 1380 350mm dia pipe joints each 90.00893 1381 400mm dia pipe joints each 100.00894 1382 450mm dia pipe joints each 120.00895 1383 500mm dia pipe joints each 152.88896 1384 600mm dia pipe joints each 163.80

JaliPlastic moulded jali of required colour andshade for floor/nahani trap:

897 7110 Circular type (100 mm dia.) each 44.00898 7111 Rectangular with openable circular lid each 49.50

Mirror with white plastic moulded frame899 7112 Circular shape 450 mm dia. each 245.00900 7113 Rectangular shape 453 x 357 mm each 175.00901 7114 Oval shape 450 x 350 mm (outer dimensions) each 205.00902 7115 Rectangular shape 1500 x 450 mm each 770.00903 1392 Mirror of superior make glass-60x45cm each 420.00904 1393 Single Matting each 17.00

905 1396 Pedestal for wash basin (Vitreous china)(Parryware/Hindware) each 763.00

906 1397 Pig lead (Australian lead of 99.97% purity) kg 150.00

Yanam Page 31


PileTestsVertical routine test of piles in accordance withIS: 2911 (Part-IV including installatio of loadingplatform and preparation of pile head orconstruction of test cap and dismantling of testcap after test etc. complete as per specification& direction of Engineer-in-charge

7435B All Capacity pile Per MT 435.00PIPES:CAST IRON PIPES AND SPECIALS:

910 1461 Centrifugally cast (spun) iron S&S pipes(class LA) qtl 4484.00911 1464 S&S.C.I std.specials upto 300mm dia (Heavy Class) qtl 4484.00912 1465 S&S C.I non-std. specials upto 300mm dia. qtl 4602.00

(Heavy Class)913 1466 S&S.C.I std.specials over 300mm dia.(Heavy Class) qtl 4720.00914 1467 S&S C.I non-std. specials over 300mm dia. qtl 4838.00

(Heavy Class)

915 1468 Flanged C.I std. specials upto 300mm dia. qtl 4838.00(Heavy Class)

916 1469 Flanged C.I non-std spls upto 300mm dia. qtl 5015.00(Heavy Class)

917 1470 Flanged C.I std. specials over 300mm dia. qtl 5192.00(Heavy Class)

918 1471 Flanged C.I non-std.specials over 300mm dia. qtl 5369.00(Heavy Class)

919 1472 Casing pipe 100 mm dia metre 413.00920 0938 C.I. Plain bend-75mm each 177.00921 0939 C.I.Plain bend-100mm each 236.00922 0940 C.I.Plain bend -150mm each 295.00923 0941 CI flat head/corner type bend-75mm each 177.00924 0944 C.I.Plain shoe-75mm dia each 177.00925 0945 C.I. Plain shoe-100mm dia each 236.00926 0946 C.I.Plain shoe-150mm dia each 295.00

Flush PipeFlush pipe with union spreaders and clampsall in C.P Brass for:

927 1532 Single stall each 230.00928 1533 Double stall each 400.00929 1534 Range of three stall each 475.00930 1535 Range of four stall each 550.00

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Flush pipe and spreaders G.I. for singlelipped urinal:

931 1536 single lipped urinal each 230.00932 1537 Range of two lipped urinals each 400.00933 1538 Range of three lipped urinals each 495.00934 1539 Range of four lipped urinals each 750.00

Flush pipe (G.I) and spreaders for squattingplate urinal:

935 1540 Single set of one plate each 270.00936 1544 Galvanised iron telescopic flush pipe with each 290.00

brass union (32mm) diaG.I PIPES AND FITTINGS:G.I Pipes (Class - B):

937 1545 15mm dia metre 108.00938 1546 20mm dia metre 147.00939 1547 25mm dia metre 205.00940 1548 32mm dia metre 255.00941 1549 40mm dia metre 270.00942 1550 50mm dia metre 322.00943 1551 65mm dia metre 519.00944 1552 80mm dia metre 697.00945 7356 100mm dia metre 967.00946 7357 150mm dia metre 1425.00947 7357A 125mm dia metre 1318.00

G.I. Back (jam) nuts:948 1555 25mm dia each 18.48949 1559 65mm dia each 35.73

950 7397 G.I. check nut 125mm each 52.98

G.I tee (equal):951 1606 15mm dia. each 23.00952 1607 20mm dia. each 35.00953 1608 25mm dia. each 51.00954 1609 32mm dia. each 75.00955 1610 40mm dia. each 103.00956 1611 50mm dia. each 165.00957 1612 65mm dia. each 266.00958 7383 100mm dia each 682.00959 7384 150mm dia. each 715.00960 1612A 80mm dia each 368.00

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G.I unions:961 1641 15mm nominal bore each 41.00962 1642 20mm nominal bore each 59.00963 1643 25mm nominal bore each 83.75964 1644 32mm nominal bore each 127.00965 1645 40mm nominal bore each 152.00966 1646 50mm nominal bore each 235.00967 1647 65mm nominal bore each 461.00968 1648 80mm nominal bore each 597.00969 7398 100mm nominal bore each 812.00970 7399 150mm nominal bore each 1500.00

SAND CAST IRON SOIL, WASTE AND VENTPIPES AND FITTINGS:

971 1966 S.C.I. Pipe 100mm metre 230.00972 1967 S.C.I. Pipe 150mm metre 368.00

Single socketed pipe 1.8m. long:973 1615 50mm dia pipe each 235.75974 1616 75mm dia pipe each 356.50975 1617 100mm dia pipe each 414.00976 1618 150mm dia pipe each 678.50

Bends:Plain (without access door):

977 1619 50mm dia each 87.00978 1620 75mm dia each 69.00979 1621 100mm dia each 92.00980 1622 150mm dia each 241.50

with access door:981 1623 50mm dia each 74.75982 1624 75mm dia each 97.75983 1625 100mm dia each 115.00

Single equal junctions:Plain (without access door):

984 1626 50x50x50mm dia each 116.00985 1627 75x75x75mm dia each 103.50986 1628 100x100x100mm dia each 170.00

with access door:987 1629 50x50x50mm dia each 92.00988 1630 75x75x75mm dia each 132.25989 1631 100x100x100mm dia each 172.50

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Double equal junctions:Plain (without access door)

990 1632 50x50x50x50mm dia each 126.50991 1633 75x75x75x75mm dia each 145.00992 1634 100x100x100x100mm dia each 218.50

With access door993 1635 50x50x50x50mm dia each 143.00994 1636 75x75x75x75mm dia each 165.00995 1637 100x100x100x100mm dia each 215.00

slotted cowl (terminal guard):996 1638 50mm dia each 51.75997 1639 75mm dia each 74.75998 1640 100mm dia each 92.00

SAND CAST IRON S&S:Single unequal junctions:Plain (Without access door)


with access door1002 1656 100x100x75mm dia each 195.501003 1657 100x100x50mm dia each 184.001004 1658 75x75x50mm dia each 138.00

Double unequal junctions:Plain (Without access door)

1005 1659 100x100x75x75mm dia each 155.251006 1660 100x100x50x50mm dia each 155.251007 1661 75x75x50x50mm dia each 126.50

With access door1008 1662 100x100x75x75mm dia each 218.501009 1663 100x100x50x50mm dia each 195.501010 1664 75x75x50x50mm dia each 161.00

Heal rest bend:1011 1665 50mm dia each 75.901012 1666 75mm dia each 94.301013 1667 100mm dia each 115.00

Single equal invert branch of required degree

Yanam Page 35



Double equal invert branch of required degree1017 1671 50X50X50X50mm dia each 138.001018 1672 75x75x75x75mm dia each 163.301019 1673 100x100x100x100mm dia each 212.75

Single unequal invert branch of req. degree1020 1674 100X100X75mm dia each 161.001021 1675 100x100x50mm dia each 158.701022 1676 75x75x50mm dia each 115.00

Double unequal invert branch of req. degree1023 1677 100X100X75X75mm dia each 235.751024 1678 100x100x50x50mm dia each 235.751025 1679 75x75x50x50mm dia each 201.25

Sand cast iron door pieces1026 1681 50mm dia each 92.001027 1682 75mm dia each 115.001028 1683 100mm dia each 143.75

Collar1029 1684 50mm dia each 40.251030 1685 75mm dia each 51.751031 1686 100mm dia each 57.50

UPVC Connection pipe with brass union30cm length:

1032 1687 15mm dia each 46.001033 1688 20mm dia each 57.50

45cm length:1034 1689 15mm dia each 74.751035 1690 20mm dia each 86.25

TEE [S.C.I]1036 1691 100mm dia each 115.001037 1692 150mm dia each 166.75

PVC waste pipe for sink and wash basin includingPVC waste fittingsSemi Rigid pipes with fittings

1038 7117 32 mm dia. with length not less than 700 mm each 13.801039 7118 40 mm dia. with length not less than 700 mm each 17.00

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Felxible pipe (Coil shaped) with fittings1040 7119 32 mm dia. with length not less than 700 mm each 17.001041 7120 40 mm dia. with length not less than 700 mm each 17.00

RCC Pipes and collarsNP2 Class pipe

1042 1700 100mm dia metre 130.001043 1701 150mm dia metre 145.001044 1702 250mm dia metre 175.001045 1703 300mm dia metre 520.001046 1704 450mm dia metre 750.001047 1705 500mm dia metre 850.001048 1706 600mm dia metre 920.001049 1710 900mm dia metre 1400.00

NP2 Class collars1050 1714 100mm dia each 40.001051 1715 150mm dia each 95.001052 1716 250mm dia each 130.001053 1717 300mm dia each 200.001054 1718 450mm dia each 250.001055 1719 500mm dia each 285.001056 1720 600mm dia each 320.001057 1724 900mm dia each 440.00

Stone ware pipes grade A (60cm long):1058 1854 100mm dia each 42.001059 1855 150mm dia each 71.001060 1856 200mm dia each 152.001061 1857 230mm dia each 180.001062 1858 250mm dia each 227.001063 1859 300mm dia each 330.001064 3803 375mm dia each 489.001065 3804 400mm dia each 560.001066 1861 450mm dia each 675.00

PVC Pipes:(Finolex / Jain)1067 1549A 40mm dia. (4Kg/Sqcm) metre 29.001068 1615A 50mm dia. (4Kg/Sqcm) metre 34.001069 1615B 63mm dia. (4Kg/Sqcm) metre 52.001070 1616A 75mm dia. (4Kg/Sqcm) metre 75.001071 1616B 90mm dia. (4Kg/Sqcm) metre 104.00

Yanam Page 37


1072 1617A 110mm dia. (4Kg/Sqcm) metre 150.001073 1618A 140mm dia. (4 Kg/sqcm) metre 230.001074 8007A 50mm dia. (6Kg/Sqcm) metre 46.001075 8007B 63mm dia. (6Kg/Sqcm) metre 75.001076 8007 75mm dia. (6Kg/Sqcm) metre 104.001077 8007C 90mm dia. (6Kg/Sqcm) metre 145.001078 1617B 110mm dia. (6Kg/Sqcm) metre 215.001079 1618B 140mm dia. (6 Kg/sqcm) metre 360.001080 1619E 20mm dia (15kg/sqcm) metre 25.001081 1619F 25mm dia (15Kg/sqcm) metre 37.001082 1619G 40mm dia. (15Kg/Sqcm) metre 55.00

PVC fittings:(Finolex / Jain)1083 0929A PVC shoe - 75mm dia. each 40.251084 0930A PVC shoe - 110mm dia. each 80.501085 0930B PVC shoe - 140mm dia. each 97.751086 1621C PVC tee - 50mm dia. each 29.901087 8008 PVC tee - 75mm dia. each 97.751088 8005 PVC tee - 110mm dia. each 126.501089 1360A PVC saddle set 160x20mm each 138.001090 1360B PVC saddle set 110x20mm each 86.251091 8010 PVC clamp 75mm dia. each 13.801092 8006 PVC clamp 110mm dia. each 17.251093 8009 PVC door bend 75mm dia. each 51.751094 1621D PVC door bend 140mm dia. each 115.001095 1619A PVC 50mm plain bend without access door each 34.501096 1620A PVC 75mm plain bend without access door each 36.801097 1621A PVC 110mm plain bend without access door each 89.701098 1623A PVC 50mm plain bend with access door each 40.251099 1624A PVC 75mm plain bend with access door each 48.301100 1625A PVC 110mm plain bend with access door each 92.001101 1665A PVC 50mm heel rest bend each 26.451102 1666A PVC 75mm heel rest bend each 36.801103 1667A PVC 110mm heel rest bend each 59.801104 1897A PVC trap 110mm inlet and 110mm outlet each 120.751105 1898A PVC trap 110mm inlet and 75mm outlet each 92.001106 1899A PVC trap 110mm inlet and 50mm outlet each 74.751107 1626A PVC single equal plain jun. w/o door 50x50x50 mm each 38.531108 1627A PVC single equal plain jun 75x75x75mm each 92.001109 1684A PVC reducing socket 75x50mm each 26.451110 1685A PVC reducing socket 110x50mm each 60.031111 1686A PVC reducing socket 110x75mm each 64.981112 1628A PVC sing.eq.pl.jn.without door 110x110x110mm each 143.751113 1629A PVC sing.eq.pl.jn.with door 50x50x50mm each 50.00

Yanam Page 38


1114 1630A PVC sing.eq.pl.jn.with door 75x75x75mm each 60.951115 1631A PVC sing.eq.pl.jn.with door 110x110x110mm each 97.751116 1631B PVC sing.eq.pl.jn.with door 140x140x140mm each 172.501117 1637A PVC dou.eq.pl.jn.with door 150x150x150x150mm each 269.101118 1637B PVC dou.eq.pl.jn.with door 110x110x110x110mm each 166.751119 1638A PVC terminal guard (vent cowl)- 50mm each 14.951120 1639A PVC terminal guard (vent cowl)- 75mm each 19.001121 1640A PVC terminal guard (vent cowl)- 110mm each 25.301122 1640B PVC terminal guard (vent cowl)- 140mm each 39.101123 7192 UPVC Coupler-75mm dia each 50.001124 7193 UPVC coupler for UPVC Drainage pipes 110mm each 60.951125 7194 UPVC pushfit coupler-75mm dia each 41.401126 7195 UPVC pusufit coupler (single) 110mm each 73.601127 7196 UPVC single equal tee 75x75x75mm each 66.701128 7197 UPVC single equal tee without door 110mm each 126.501129 7198 UPVC single equal tee without door 75x75x75mm each 80.501130 7199 UPVC single equal tee with door 110mm each 143.751131 7188 UPVC single socketed pipe 75 mm dia (4kg/sqcm) metre 89.701132 7189 UPVC single socketed pipe 110 mm dia (4kg/sqcm) metre 169.051133 7208 UPVC bend 87.5 degree 75mm each 55.201134 7209 UPVC bend 87.5 degree 110 mm each 90.851135 7212 UPVC plain shoe bend 75mm each 115.001136 7213 UPVC plain shoe 110 mm bend each 218.001137 7214 UPVC pipe clip bend 75mm each 12.651138 7215 UPVC pipe clip 110 mm bend each 33.35

UPVC Casing pipe & accessories for borewell works:1139 B001 150mm dia plain pipe metre 644.001140 B002 200mm dia plain pipe metre 1330.001141 B003 150mm dia slotted pipe metre 700.001142 B004 200mm dia slotted pipe metre 1376.001143 B005 M.S. centering guide 150mm metre 91.001144 B006 M.S. centering guide 200mm metre 120.001145 B007 M.S. Endcap 200mm each 379.001146 B008 UPVC cone 150mm each 423.001147 B009 UPVC cone 200mm each 567.001148 B011 Pebbles cum 1500.001149 1631S S.W. plain junction 100x100x100mm each 149.50

G.I flush pipe and C.P brass Spreader includingC.P Connection pipe

1150 7375 Single lipped urinal each 230.001151 7376 Range of two lipped urinals each 270.001152 7377 Range of three lipped urinals each 300.00

Yanam Page 39


1153 7378 Range of four lipped urinals each 330.001154 7379 White vitreous china clay half stall urinal flat each 1083.00

back 580x380x350 mm or angle back 450x375x350 mmwith waste fittings as per IS : 2556

1155 1969 Rubber plug each 6.001156 7190 Rubber (Seal) Ring 75 mm dia. metre 15.001157 7191 Rubber (Seal) Ring 110 mm dia. metre 14.00

Sinks:1158 1863 Kitchen sink(fire clay)-600x450x250mm each 1400.001159 1871 White vitreous china Lab.sink-450x300x150mm each 728.001160 1872 White vitreous china Lab.sink-600x450x200mm each 1650.00

Stainless steel kitchen sink - with drain board1161 7098 510 x 1040 bowl depth 178 mm 1mm thick each 2040.001162 7099 400 x 915 bowl depth 160 mm 1mm thick each 1320.001163 7100 500 x 1000 bowl depth 178 mm 1mm thick each 1920.00

Stainless steel kitchen sink - without drain board1164 7101 610 x 510 bowl depth 200 mm 1mm thick each 1320.001165 7102 535 x 460 bowl depth 178 mm 1mm thick each 1200.001166 7103 510 x 432 bowl depth 172 mm 1mm thick each 1080.00

Seats:1167 1875 White plastic seat (Solid) with lid,CPB hin., rub.buf each 250.001168 1876 Black plastic seat (Solid) with lid CPB hin., rub buf each 275.001169 3228 600x120 mm glass shelf with anodised al. angle each 72.00

frame, C.P brass brackets and guard rail of std. Size

Shower rose (CP brass) for 15 to 20mm inlet:1170 1878 100mm dia each 500.001171 1879 150mm dia each 600.00

1172 1881 Spunyarn kg 37.001173 1882 Strainer brass 40mm dia 1.5m long each 390.00

TapC.P. Brass tap:

1174 1885 15 mm dia each 166.001175 1886 20 mm dia each 204.001176 7262 Basin mixer pillar tap 15mm each 806.001177 7363 15 mm tap with elbow opertion lever each 300.00

Tank:

Yanam Page 40


1178 1649 Polyethylene water storage tank with cover and per litre 6.25suitable locking arrangement

Towel rails:1179 3224 750x20mm A.A. towel rail along with a pair each 135.00

of A.A. brackets1180 3225 600x20mm A.A. towel rail along with a pair each 115.00

of A.A. brackets1181 1888 Towel rail C.P.brass 600x20mm together with a pair each 115.00

of C.P.brass brackets to fit the size of towel railToilet paper holder of standard size

1182 1889 C.P.Brass each 72.001183 3749 Vitreous China each 125.00

Traps:Trap(C.I) for standard urinal with vent armwith operating and other couplings in C.P.B

1184 1891 50mm dia each 150.001185 1892 65mm dia each 175.001186 1893 80mm dia each 200.00

Trap (CP brass):1187 1894 32mm dia each 100.001188 1895 40mm dia each 175.00

Sand cast iron trap:1189 1896 With vent heel - 100mm dia each 150.001190 1897 With 100mm inlet and 100mm outlet - 100mm each 170.001191 1898 With 100mm inlet & 75mm outlet each 160.001192 1899 With 100mm inlet and 50mm outlet - 100mm each 114.00

S.W. Gully traps - P type:1193 1900 100x100mm each 48.001194 1901 125x100mm each 60.001195 1902 150x100mm each 70.001196 1903 180x100mm each 85.001197 1904 180x150mm each 105.00

Union (CP brass):1198 3604 32mm each 65.001199 3617 40mm each 85.00

Urinals1200 1913 Vitreous china lipped front urinal each 450.001201 1914 Fire clay stall urinal each 3000.001202 1915 Vitreous china squatting plate urinal each 850.00

Yanam Page 41


Valves:1203 7415 Double acting air valve 50mm each 3000.001204 7416 Double acting air valve 80mm each 4000.001205 7417 Double acting air valve 100mm each 5000.001206 7261 C.P Brass angle valve 15 mm each 195.00

Ball valve H.P. with copper float:1207 1916 15mm each 225.001208 1917 20mm each 250.001209 1918 25mm each 350.00

H.P or L.P with Polyethene Floats:1210 1922 15mm dia each 150.001211 1923 20mm dia each 250.001212 1924 25mm dia each 275.00

Brass full way valve with C.I wheel(screwed end)

1213 1925 15mm dia each 148.001214 1926 20mm dia each 185.001215 1927 25mm dia each 250.001216 1928 32mm dia each 350.001217 1929 40mm dia each 450.001218 1930 50mm dia each 700.001219 1931 65mm dia each 1000.001220 1932 80mm dia each 1600.00

Gunmetal non return valve:Horizontal: (screwed end)

1221 1933 25mm dia each 300.001222 1934 32mm dia each 450.001223 1935 40mm dia each 600.001224 1936 50mm dia each 900.001225 1937 65mm dia each 1400.001226 1938 80mm dia each 2250.001227 7433 100mm dia each 3328.00

Vertical: (screwed end)1228 3080 25mm dia each 200.001229 3084 32mm dia each 300.001230 3088 40mm dia each 350.001231 3092 50mm dia each 559.001232 3096 65mm dia each 800.001233 3300 80mm dia each 1200.001234 7434 100mm dia each 1500.00

Yanam Page 42


Sluice valve (with caps) C.I. class-I1235 1939 80mm dia each 2535.001236 1940 100mm dia each 3380.001237 1941 125mm dia each 4225.001238 1942 150mm dia each 5070.001239 1943 200mm dia each 7865.001240 1944 250mm dia each 10920.001241 1945 300mm dia each 14170.00

Wash Basins (Parryware / Hindware)Flat back wash basin(Vitreous China)

1242 1947 630x450mm each 1500.001243 3229 550x400mm each 620.001244 7004 450x300mm each 600.00

Angle back wash basin (Vitreous China):1245 1949 600x480mm each 1500.001246 1950 400x400mm each 750.001247 3213 Surgeon type wash basin (Vitreous China) of each 1000.00

size 660x460mm1248 1951 C.P brass waste 32mm each 60.001249 1952 C.P brass waste 40mm each 80.00

Water Closet (Parryware / Hindware)1250 1953 Vitreous China Indian type w.c pan size-580mm each 650.001251 1954 Vitreous China Orissa type w.c pan size-580mm each 1430.001252 1955 Vitreous China pedestal type water closet each 1495.001253 7104 Coloured Orissa pattern W.C pan 580 x 440 mm each 1690.001254 7105 Coloured Pedestal type W.C pan European type each 1950.001255 7107 Coloured (other than black) solid PVC plastic each 750.00

seat in European W.C. pan

Water meter1256 1555A Water meter (incl.testing)15mm(Actaris / GSV/ E&H) each 1050.00

Water stops1257 7427 Serrated with central bulb (225 mm wide, 8-11mm tk.) metre 300.001258 7428 Dumb bell with central bulb metre 275.001259 7429 Kickers metre 500.00

MISCELLANEOUS ITEMS:1260 8619 Godrej Nav-tal lock - 65mm size each 300.001261 7492 Lightening arrester each 4000.001262 0993C Netlon mesh using 25mm anodised aluminium strip sqm 270.001263 7355 RCC vent shaft 9.10m long Std. design. each 4800.00

Yanam Page 43


1264 8622 Empty HDPE Cement bags each 2.301265 7048 Rawl plug 50mm (Designation 10 no) each 11.001266 2488 Plywood 9ply with teak ply on both face 12mm sqm 800.001267 2489 Plywood 9ply with teak ply on one face 12mm sqm 650.001268 7306A Anodised aluminium grill kg 480.001269 7306B Anodised aluminium section kg 280.001270 7438 8mm thick- Granite brown sqm 600.001271 7439 8mm thick - Raj nagar white sqm 300.001272 7440 8mm thick-Banswara white sqm 300.001273 7550 Survey charges for tank site hectare 380.001274 7551 Survey charges for channel site Rmt 4.001275 7552 Weighing charges cum 6.001276 7553 M20 grade paver block 227x124x65mm each 10.001277 7554 Laying of precast paver block with Vibrator sqm 115.00

1278 7562 0.5 HP Suguna / Texmo / Sharp or other equivalent Mono Block Pumpset each 2585.00

1279 7563 1 HP Suguna / Texmo / Sharp or other equivalent Mono Block Pumpset each 3465.00

1280 7564 2 HP Suguna / Texmo / Sharp or other equivalent Mono Block Pumpset each 8580.00

1281 9999 Sundries LS 2.95

Yanam Page 44


BASIC RATES FOR ROAD WORK

HIRE CHARGES OF PLANTS1 0300 H/C for Power road roller 8-10 T per hr. 212.502 0304 H/C for Hot mix plant 6-10 TPM per hr. 540.003 0305 H/C for Heat master oil fed 1500 lit per hr. 126.004 0306 H/C for Tipper 5 T capacity per hr. 260.005 0308 H/C for Tractor dozers-275HP(Crowler) per hr. 500.006 0309 H/C for Tractor 40-50 HP per hr. 300.007 0316 H/C for Motor grader 75-120 HP per hr. 1800.008 0317 H/C for Buldozer (above 80 HP) per hr. 2600.009 0322 H/C for Front end loader 1cum cap. per hr. 600.00

10 0330 H/C for Mechanical Paver finisher per hr. 750.0011 0335 H/C for Concrete mixer 10-7 cft per hr. 150.0012 0337 H/C for Pin vibrator (needle) per hr. 50.0013 0359 H/C for steel cribs 6'x2'x2' per hr. 55.0014 0361 H/C for Shovel per hr. 175.0015 0362 H/C for Water tanker per hr. 100.0016 0363 H/C for Vibratory roller per hr. 1200.0017 0364 H/C for Base mix plant per hr. 910.0018 0365 H/C for Hot mix plant-40 tonne per hr. 11450.0019 0366 H/C for Pnumatic roller per hr. 938.0020 0366A H/C for Sensor paver finisher per hr. 2500.0021 0603 H/C for Truck 10 tonne capacity per hr. 255.0022 0300A H/C for smooth 3 wheeled steel roller per hr. 350.0023 0300B H/C for tandem roller per hr. 910.0024 0305 H/C for Heat master oil fed 1500 lit per hr. 200.0025 0316 H/C for Motor grader 75-120 HP per hr. 1800.0026 0364 H/C for Base mix plant per hr. 910.0027 0365 H/C for hot mix plant per hr. 11450.0028 0306C H/C for disc with harrow per hr. 20.0029 0306B H/C for blade per hr. 15.0030 0606 H/C for wet mix plant 75 tonnes per hr. 910.0031 0607 H/C for electric generating set 125 KVA per hr. 610.0032 0608 H/C for rotavator per hr. 15.0033 0609 H/C for excavator per hr. 1200.0034 0610 H/C for hydraulic chips spreader per hr. 1950.0035 0611 H/C for bitumen pressure distributor per hr. 800.0036 0612 H/C for plate compactor per hr. 70.0037 0601 H/C for air compressor 250 cfm per hr. 250.0038 0609A H/C for mechanical broom hydraulic per hr. 275.0039 0306A H/C for ripper per hr. 25.00

Yanam Page 45


Note: Above hire charge includes cost of services ofoperating staff and supply of lubricating oil and fuel charges.

LABOUR40 0032 Animal cart attendant per day 160.0041 0034 Bhandani per day 165.0042 0028 Bhisthi per day 180.0043 0003 Blacksmith Class I per day 225.0044 0004 Blacksmith Class II per day 210.0045 0016 Blaster per day 165.0046 0018 Breaker per day 165.0047 0006 Carpenter Class II per day 210.0048 0017 Chiseller per day 210.0049 0019 Dresser per day 165.0050 0015 Driller per day 165.0051 0031 Head Mate per day 185.0052 0024 Hot mazdoor per day 180.0053 0030 Mali per day 150.0054 0007 Mason Class I per day 225.0055 0008 Mason Class II per day 210.0056 0001 Mate per day 180.0057 0002 Mazdoor per day 180.0058 0009 Painter/Varnisher/Polisher Class I per day 225.0059 0010 Painter/Varnisher/Polisher Class II per day 200.0060 0033 Ploughing mazdoor per day 180.0061 0020 Skilled dresser per day 165.0062 0021 Skilled mazdoor per day 180.0063 0023 Sprayer per day 180.0064 0026 Spreader per day 165.0065 0025 Tarring Mate per day 165.0066 0011 Blacksmith (Average) per day 217.5067 0013 Mason (Average) per day 217.5068 0061 Operatar(pile) per day 270.0069 0062 Mechanic (pile) per day 218.00

MATERIALS FOR ROAD WORK70 0144 Annealed steel wire kg 54.0071 0106 Bitumen 80/100 tonne 29928.9672 0106B Bitumen 60/70 tonne 30977.28

72A 0106C CRMB tonne 32143.5473 0106D Bitumen emulsion tonne 32099.5074 0121 Bricks country 1000No 3000.0075 0124 Bond stone Cum 720.00

Yanam Page 46


76 0132 Borrow area sand cum 440.0077 0141 Ballies 125mm dia metre 45.0078 0101 Cement tonne 5335.00

0101B Cement (SRPC) tonne 5933.0079 0158 De-oiled neem cake qtl 750.0080 0174 Detonators each 75.0081 0176 Drilling equipment per day 275.0082 0212 Digging plant, carriage and planting each 65.0083 0165 Empty bitumen drum each 60.0084 0151 Filter media 40mm HBG metal cum 990.0085 0160 Farm yard manure cum 140.0086 0164 Fertiliser qtl 550.0087 0107 Gravel cum 686.0088 0172 G.I. barbed wire minimum 9.3kg/m kg 42.0089 0161 Hedge plant each 7.0090 0115 HBG metal 93mm nominal size (IRC) cum 870.0091 0115A HBG metal 80mm nominal size (IRC) cum 870.0092 0115B HBG metal 60mm nominal size (IRC) cum 870.0093 0117 HBG metal 53mm nominal size (IRC) cum 870.0094 0118 HBG metal 45mm nominal size (IRC) cum 989.0095 0114 HBG metal 26.5mm nominal size (IRC) cum 1620.0096 0113 HBG metal 22.4mm nominal size (IRC) cum 1620.0097 0112 HBG metal 13.2mm nominal size (IRC) cum 1320.0098 0111 HBG metal 11.2mm nominal size (IRC) cum 1320.0099 0400 HBG metal 10mm nominal size cum 960.00100 0119 HBG metal 6.75mm nominal size (IRC) cum 720.00101 0133 HBG metal 5.75mm nominal size (IRC) cum 720.00102 0152 Joint sealing compound 25mm deep kg 88.00103 0153 Joint filler 10cm wide 12.5cm deep sqcm 95.00104 0102 Mild steel bars kg 34.00105 0123 Mango wood planks cum 12700.00106 0166 M.S. rivets 6mm X 10mm each 4.00107 0167 M.S flats kg 37.00108 0171 M.S angle, tee, channel, flat (avearge) kg 37.00109 0154 Premixed primer litre 120.00110 0155 Premixed paint I class litre 170.00111 0162 Plants each 6.00112 0125 Rough stone for RR work cum 600.00113 0145 RCC pipe NP3 with collar 1200mm dia metre 5000.00114 0147 RCC pipe NP3 with collar 900mm dia metre 3900.00115 0156 Road marking paint litre 250.00116 0100 Sand cum 495.00117 0157 Screened manure cum 60.00118 0159 Sludge cum 15.00

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119 0163 Shrups each 7.00120 0173 Special gelatine 80% kg 60.00121 0175 Safety fuse wire coil 40.00122 0150 Spall cum 180.00123 0103 Tor steel bars kg 34.00124 0126 Bajri (20mm Nominal size) cum 252.00125 0127 Gravel (22.4mm - 90mm) cum 686.00126 0128 Gravel (5.6mm - 22.4mm) cum 686.00127 0130 WBM Grade-II metal (63mm - 45mm) cum 910.00128 0131 WBM Grade-III metal (53mm - 22.4mm) cum 1275.00129 0135 IRC HBG Metal (26.5mm - 11.2mm) cum 1470.00130 0136 IRC HBG Metal (22.4mm - 2.8mm) cum 1013.00131 0137 IRC HBG Metal (11.2mm - 2.8mm) cum 860.00132 0138 IRC HBG Metal 2.8mm cum 720.00133 0139 IRC HBG Metal (53mm - 26.5mm) cum 1169.00134 0140 IRC HBG Metal (22.4mm - 11.2mm) cum 1420.00135 0109 ISS HBG Metal 20mm cum 1600.00136 0110 ISS HBG Metal 40mm cum 990.00137 0129 WBM Grade-I metal (90mm - 45mm) cum 894.00138 0382 Enamel paint litre 170.00139 0383 Road Reflector each 440.00140 0384 Stone 15x15x19cm with 30cm chisel dressed each 50.00141 0401 Bentonite tonne 5500.00142 0402 Diesel litre 35.60143 0403 Linseed oil litre 106.00144 0383A S/F TATA BP Solar powered studs uni directonal each 4000.00145 0125A 10mm thick Flamed granite sqm 550.00

Hot applied thermoplastic compound lit 148.40

Yanam Page 48


BASIC RATES FOR BRIDGE WORK1 0001 Mate each 185.002 0002 Mazdoor each 180.003 0003 Blacksmith I class each 225.004 0004 Blacksmith II class each 210.005 0007 Mason I class each 225.006 0008 Mason II class each 210.007 0009 Painter I class each 225.008 0011 Blacksmith (average) each 217.509 0013 Mason (average) each 217.50

10 0015 Driller each 165.0011 0016 Blaster each 165.0012 0017 Chiseller each 210.0013 0028 Bhisthi each 180.0014 0037 Fitter (average) each 212.5015 0040 Welder (average) each 202.5016 0042 Well sinker I class each 220.0017 0044 Well sinker (average) each 200.0018 0047 Mechanic (average) each 202.5019 0053A Work supervisor each 255.0020 0055 Operator each 270.0021 0057 Skilled labour each 180.0022 0058 Semi skilled labour each 165.0023 0100 Sand cum 495.0024 0101 Cement tonne 5335.00

0101B Cement (SRPC) tonne 5933.0025 0102 Mild steel tonne 34500.0026 0103 Tor steel tonne 34500.0027 0103A TMT -Rods (TISCON / VIZAG / IISCO /SAIL) tonne 35000.00

0103B TMT -Rods (ISI brand approved make) tonne 32500.0028 0106 Bitumen 80/100 tonne 29928.9629 0107 Gravel cum 686.0030 0108 ISS HBG metal-10mm cum 960.0031 0109 ISS HBG metal-20mm cum 1600.0032 0110 ISS HBG metal-40mm cum 990.0033 0120 Bricks 1000 no 3000.0034 0124 Bond stone cent 720.0035 0125 Rough stone for rr work cum 660.0036 0144 Annealed steel wire kg 54.0037 0150 Spall cum 180.0038 0151 Filter media stone aggregate 40mm HBG metal cum 990.0039 0156 Road marking paint litre 250.00

Yanam Page 49


40 0171 M.S angle,tee,channel,flat (average) tonne 37000.0041 0174 Detonators each 75.0042 0175 Safety fuse wire coil 40.0043 0176 Drilling equipment day 275.0044 0177 A.c collar 100mm dia each 20.0045 0178 Blasting materials kg 27.0046 0179 M.S bolts & nuts kg 45.0047 0181 Drill bits each 170.0048 0183 Diesel litre 35.6049 0184 Oil litre 106.0050 0185 C.I shoes @ 80kg/pile kg 42.0051 0186 M.S shoes @ 35kg/pile kg 47.0052 0193 Neoprene kg 240.0053 0194 M.S plate kg 40.0054 0196 A.c pipe 100mm dia metre 35.0055 0197 M.S holder bat clamp 100mm dia each 16.5056 0198 Copper plate kg 175.0057 0199 Fibre board sqm 200.0058 0200 Premoulded joint filler 20mm th.12m x 0.25m sqm 30.0059 0207 Chequered c.c tiles sqm 424.0060 0208 M.S grating 260mm x 26mm each 35.0061 0209 G.I pipe 100mm class b metre 967.00

Yanam Page 50


62 0210 G.I wire mesh 10cm x 10cm size 3mm thick kg 45.0063 0211 Epoxy kg 320.0064 0221 Pigment kg 55.0065 0222 Nipple kg 27.0066 0331 H/c for crane 3 mt Hr. 400.0067 0335 H/c for concrete mixer 10-7 cft Hr. 150.0068 0337 H/c for pin vibrator (needle) Hr. 50.0069 0341 H/c for pumpset 10-20 hp Hr. 81.0070 0352 H/c for screed vibrator Hr. 55.0071 0355 H/c for air compressor 145-170 cfm Hr. 250.0072 0357 H/c for air compressor 300-340 cfm Hr. 275.0073 0377 H/c for batching plant Hr. 1526.0074 0378 H/c for transit mixer Hr. 1000.00

Yanam Page 51


BUILDING WORK

1 1545A Chlorinated Polyvinyl Chloride Pipe( SDR -13.5) - 12.70 mm dia (Ashirvad/Astral/Ajay) metre 48.24

2 1545B CPVC Pipe( SDR -11) - 12.70 mm dia (Ashirvad/Astral/Ajay) metre 56.70

3 1546A CPVC Pipe(SDR -13.5) - 19.05 mm dia (Ashirvad/Astral/Ajay) metre 60.48

4 1546B CPVC Pipe(SDR -11) - 19.05 mm dia (Ashirvad/Astral/Ajay) metre 68.04





9 1549C CPVC Pipe(SDR -13.5) - 38.10 mm dia (Ashirvad/Astral/Ajay) metre 142.11

10 1549D CPVC Pipe(SDR -11) - 38.10 mm dia (Ashirvad/Astral/Ajay) metre 186.21



13 1551A CPVC Pipe (SCH - 40) - 63.50 mm dia (Ashirvad/Astral/Ajay) metre 688.50



16 8721 Male Adapter Plastic Threaded - 12.70 mm dia (Ashirvad/Astral/Ajay) each 9.00






22 8727 Reducing Male Adapter CPVC Threaded-(19.05 X 12.70) mm dia (Ashirvad/Astral/Ajay) each 19.08

23 8728 Male Adapter Brass Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 92.07


NEW BASIC RATES

Yanam Page 52






29 8734 Reducing Male Adapter Brass Threaded-(19.05 X 12.70) mm dia (Ashirvad/Astral/Ajay) each 98.82

30 8735 CPVC Bushing 19.05 X 12.70 (Ashirvad/Astral/Ajay) each 7.3831 8736 CPVC Bushing 25.4 X 12.70 (Ashirvad/Astral/Ajay) each 16.4732 8737 CPVC Bushing 25.4 X 19.05 (Ashirvad/Astral/Ajay) each 11.8833 8738 CPVC Bushing 31.75 X 12.70 (Ashirvad/Astral/Ajay) each 58.9534 8739 CPVC Bushing 31.75 X 19.05 (Ashirvad/Astral/Ajay) each 23.0435 8740 CPVC Bushing 31.75 X 25.40 (Ashirvad/Astral/Ajay) each 19.0836 8741 CPVC Bushing 38.10 X 12.70 (Ashirvad/Astral/Ajay) each 49.2337 8742 CPVC Bushing 38.10 X 19.05 (Ashirvad/Astral/Ajay) each 36.8138 8743 CPVC Bushing 38.10 X 25.40 (Ashirvad/Astral/Ajay) each 36.0039 8744 CPVC Bushing 38.10 X 31.75 (Ashirvad/Astral/Ajay) each 25.2940 8745 CPVC Bushing 50.80 X 12.70 (Ashirvad/Astral/Ajay) each 146.6141 8746 CPVC Bushing 50.80 X 19.05 (Ashirvad/Astral/Ajay) each 73.5342 8747 CPVC Bushing 50.80 X 25.40 (Ashirvad/Astral/Ajay) each 74.2543 8748 CPVC Bushing 50.80 X 31.75 (Ashirvad/Astral/Ajay) each 76.9544 8749 CPVC Bushing 50.80 X 38.10 (Ashirvad/Astral/Ajay) each 65.79

45 8750 CPVC Threaded End Plug 12.70 mm dia (Ashirvad/Astral/Ajay) each 4.05

46 8751 CPVC Female Adapter Plastic Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 12.42



49 8754 CPVC Female Adapter Brass Threaded 12.70 mm dia (Ashirvad/Astral/Ajay) each 88.29





54 8759 CPVC Female Adapter Brass Threaded 50.80mm dia (Ashirvad/Astral/Ajay) each 680.85

55 8760 Reducing Female Adapter Brass Threaded 19.05 X 12.70 mm (Ashirvad/Astral/Ajay) each 59.94

Yanam Page 53


56 8761 Reducing Female Adapter Brass Threaded 25.40 X 12.70 mm (Ashirvad/Astral/Ajay) each 74.34

57 8762 CPVC Ball Valve 12.70 mm dia (Ashirvad/Astral/Ajay) each 248.4058 8763 CPVC Ball Valve 19.05 mm dia (Ashirvad/Astral/Ajay) each 283.5059 8764 CPVC Ball Valve 25.40 mm dia (Ashirvad/Astral/Ajay) each 301.9560 8765 CPVC Ball Valve 31.75 mm dia (Ashirvad/Astral/Ajay) each 708.1261 8766 CPVC Ball Valve 38.10 mm dia (Ashirvad/Astral/Ajay) each 899.1062 8767 CPVC Ball Valve 50.80 mm dia (Ashirvad/Astral/Ajay) each 1159.0263 8768 CPVC Coupler 12.70 mm dia (Ashirvad/Astral/Ajay) each 7.2964 8769 CPVC Coupler 19.05 mm dia (Ashirvad/Astral/Ajay) each 13.3265 8770 CPVC Coupler 25.40 mm dia (Ashirvad/Astral/Ajay) each 22.9566 8771 CPVC Coupler 31.75 mm dia (Ashirvad/Astral/Ajay) each 40.7767 8772 CPVC Coupler 38.10 mm dia (Ashirvad/Astral/Ajay) each 59.4068 8773 CPVC Coupler 50.80 mm dia (Ashirvad/Astral/Ajay) each 126.63

69 8774 CPVC Reducer Coupler 19.05 X 12.70 mm dia (Ashirvad/Astral/Ajay) each 13.77




73 8778 Powder Coated Elevated Metal Clamp 19.05 mm (Ashirvad/Astral/Ajay) each 7.83

74 8779 Powder Coated Elevated Metal Clamp 25.40 mm (Ashirvad/Astral/Ajay) each 9.18

75 8780 Plastic Clamp 12.70 mm (Ashirvad/Astral/Ajay) each 2.0776 8781 Plastic Clamp 19.05 mm (Ashirvad/Astral/Ajay) each 2.4377 8782 Plastic Clamp 25.40 mm (Ashirvad/Astral/Ajay) each 2.8878 8783 Plastic Clamp 31.50 mm (Ashirvad/Astral/Ajay) each 4.3279 8784 Plastic Clamp 38.10 mm (Ashirvad/Astral/Ajay) each 6.1280 8785 Plastic Clamp 50.80 mm (Ashirvad/Astral/Ajay) each 7.47

81 8786 Powder Coated Metal Clamp 12.70 mm (Ashirvad/Astral/Ajay) each 5.76






87 8792 CPVC Elbow 90° 12.70mm (Ashirvad/Astral/Ajay) each 9.6388 8793 CPVC Elbow 90° 19.05mm (Ashirvad/Astral/Ajay) each 17.0189 8794 CPVC Elbow 90° 25.40mm (Ashirvad/Astral/Ajay) each 34.65

Yanam Page 54


90 8795 CPVC Elbow 90° 31.75mm (Ashirvad/Astral/Ajay) each 65.9791 8796 CPVC Elbow 90° 38.10mm (Ashirvad/Astral/Ajay) each 99.0092 8797 CPVC Elbow 90° 50.80mm (Ashirvad/Astral/Ajay) each 209.79

93 8798 CPVC Elbow 90° (Reducer) 19.05 X 12.70mm (Ashirvad/Astral/Ajay) each 20.61

94 8799 Elbow 90° (Brass) 12.70 X 12.70mm (Ashirvad/Astral/Ajay) each 37.26






100 8805 CPVC Elbow 45° 12.70mm (Ashirvad/Astral/Ajay) each 15.57101 8806 CPVC Elbow 45° 19.05mm (Ashirvad/Astral/Ajay) each 27.90102 8807 CPVC Elbow 45° 25.40 mm (Ashirvad/Astral/Ajay) each 39.87103 8808 CPVC Elbow 45° 31.75 mm (Ashirvad/Astral/Ajay) each 81.54104 8809 CPVC Elbow 45° 38.10 mm (Ashirvad/Astral/Ajay) each 117.18105 8810 CPVC Elbow 45° 50.80mm (Ashirvad/Astral/Ajay) each 255.15106 8811 CPVC End Cap 12.70 mm (Ashirvad/Astral/Ajay) each 5.22107 8812 CPVC End Cap 19.05mm (Ashirvad/Astral/Ajay) each 9.63108 8813 CPVC End Cap 25.40 mm (Ashirvad/Astral/Ajay) each 14.67109 8814 CPVC End Cap 31.75mm (Ashirvad/Astral/Ajay) each 28.62110 8815 CPVC End Cap 38.10 mm (Ashirvad/Astral/Ajay) each 41.85111 8816 CPVC End Cap 50.80mm (Ashirvad/Astral/Ajay) each 89.10112 8817 CPVC Tee 12.70 mm (Ashirvad/Astral/Ajay) each 13.23113 8818 CPVC Tee 19.05mm (Ashirvad/Astral/Ajay) each 28.17114 8819 CPVC Tee 25.40 mm (Ashirvad/Astral/Ajay) each 45.18115 8820 CPVC Tee 31.75mm (Ashirvad/Astral/Ajay) each 84.69116 8821 CPVC Tee 38.10 mm (Ashirvad/Astral/Ajay) each 123.21117 8822 CPVC Tee 50.80mm (Ashirvad/Astral/Ajay) each 264.06118 8823 Tee (Brass) 12.7 X 12.7 X 12.7mm (Ashirvad/Astral/Ajay) each 49.68

119 8824 Tee (Brass) 19.05 X 19.05 X 12.7 mm (Ashirvad/Astral/Ajay) each 55.89

120 8825 Tee (Brass) 25.4 X 25.4 X 12.70 mm (Ashirvad/Astral/Ajay) each 62.10

121 8826 CPVC Reducer Tee 12.7 X 12.7 X 19.05 mm (Ashirvad/Astral/Ajay) each 23.40




Yanam Page 55









132 8837 CPVC Elbow Holder 12.70 X 12.70 mm (Ashirvad/Astral/Ajay) each 2.70

133 8838 CPVC Elbow Holder 12.70 X 19.05 mm (Ashirvad/Astral/Ajay) each 3.42

134 8839 CPVC Tee Holder 12.70 X 12.70 X 12.70 mm (Ashirvad/Astral/Ajay) each 2.97



137 8842 CPVC Union 12.70 mm (Ashirvad/Astral/Ajay) each 90.09138 8843 CPVC Union 19.05mm (Ashirvad/Astral/Ajay) each 144.00139 8844 CPVC Union 25.40 mm (Ashirvad/Astral/Ajay) each 162.00140 8845 CPVC Union 31.75mm (Ashirvad/Astral/Ajay) each 225.00141 8846 CPVC Union 38.10 mm (Ashirvad/Astral/Ajay) each 337.50142 8847 CPVC Union 50.80mm (Ashirvad/Astral/Ajay) each 630.00143 8848 CPVC Step Over Bend 12.70 mm (Ashirvad/Astral/Ajay) each 25.83144 8849 CPVC Step Over Bend 19.05 mm (Ashirvad/Astral/Ajay) each 42.84145 8850 CPVC Step Over Bend 25.40 mm (Ashirvad/Astral/Ajay) each 72.81146 8851 CPVC Expansion loop 12.70 mm (Ashirvad/Astral/Ajay) each 39.87147 8852 CPVC Expansion loop 19.05mm (Ashirvad/Astral/Ajay) each 73.89148 8853 CPVC Expansion loop 25.40 mm (Ashirvad/Astral/Ajay) each 130.95149 8854 CPVC Expansion loop 31.75mm (Ashirvad/Astral/Ajay) each 247.14150 8855 CPVC Expansion loop 38.10 mm (Ashirvad/Astral/Ajay) each 384.48151 8856 CPVC Expansion loop 50.80mm (Ashirvad/Astral/Ajay) each 786.24

152 8857 Flow Guard One Step CPVC Cement 59 ml Tube (Ashirvad/Astral/Ajay) each 115.11





Yanam Page 56


157 8862 CPVC Cross Tee 12.70 mm (Ashirvad/Astral/Ajay) each 19.35158 8863 CPVC Cross Tee 19.05 mm (Ashirvad/Astral/Ajay) each 42.03159 8864 CPVC Short Bend 25.40 mm (Ashirvad/Astral/Ajay) each 56.70160 8865 CPVC Short Bend 31.75 mm (Ashirvad/Astral/Ajay) each 95.49161 8866 CPVC Short Bend 38.10 mm (Ashirvad/Astral/Ajay) each 150.03

162 8867 CPVC Bushings 63.50 X 50.80 mm (Ashirvad/Astral/Ajay) each 302.40

163 8868 CPVC Bushings 76.20 mm (Ashirvad/Astral/Ajay) each 392.40164 8869 CPVC Bushings 101.60 mm (Ashirvad/Astral/Ajay) each 815.40165 8870 CPVC Coupler 63.50 mm (Ashirvad/Astral/Ajay) each 474.30166 8871 CPVC Coupler 76.20 mm (Ashirvad/Astral/Ajay) each 673.20167 8872 CPVC Coupler 101.60 mm (Ashirvad/Astral/Ajay) each 1044.99168 8873 CPVC Elbow 90° 63.50 mm (Ashirvad/Astral/Ajay) each 761.94169 8874 CPVC Elbow 90° 76.20 mm (Ashirvad/Astral/Ajay) each 1187.28170 8875 CPVC Elbow 90° 101.60 mm (Ashirvad/Astral/Ajay) each 1976.76171 8876 CPVC Tee 90° 63.50 mm (Ashirvad/Astral/Ajay) each 1041.93172 8877 CPVC Tee 90° 76.20mm (Ashirvad/Astral/Ajay) each 1533.06173 8878 CPVC Tee 90° 101.60 mm (Ashirvad/Astral/Ajay) each 2544.39

174 8879 CPVC Flange-End Cap (Open) 63.50 mm (Ashirvad/Astral/Ajay) each 1020.51



177 8882 CPVC Flange-End Cap (Closed) 63.50 mm (Ashirvad/Astral/Ajay) each 1051.11



180 8885 CPVC Flange-End Cap set (One Open+ One closed) 63.50 mm (Ashirvad/Astral/Ajay) each 2071.62



183 0979B Earth for filling (Red earth) cum 260.00184 1984C Terracota tiles-200 X 75 X 10 mm size sqm 300.00185 1203A Cement concrete flooring tiles 22 mm thick- Endura/Ultra sqm 398.27186 7461B Granite stone slab 30 mm thick sqm 1300.00187 1257C Thermocole plain sheet -19mm thick sqm 36.00188 4204A Concentrated Hydrochloric acid litre 100.00

189 7320D Bonding admixture (Fosroc or equi.) including material and labour sqm 150.00

190 1331B MS holder bat clamp-110 mm dia each 10.00191 7218 UPVC bend with door 50 mm each 20.00192 1621E PVC pipe clip each 6.00

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193 3051 Perforated sheet -1mm thick sqm 850.00

194 7482A Prelaminated particle board both sides non decorative 12 mm thick sqm 484.20

IRRIGATION

195 0120 10mm to 75mm HBG metal (average) cum 668.75196 9000 Desiltation by dredging-depth from 0.3 to 2m Cum 125.00

197 9001 Dry excavation in the shore area (150x55x2.3m) from 2 to 3m Cum 71.30

198 9003 Cost of R.c.c slotted ring 900mm dia, 300mm ht, 40mm tk No 225.00

199 9004 Cost of R.c.c ring 900mm dia, 300mm ht, 40mm tk No 200.00

200 9005 Cost of R.c.c ring with slab 900mm dia, 300mm ht, 40mm tk No 400.00

201 B001A Upvc End cap for 150mm dia pipe No 200.00202 B014 Making 3 mm slots in 150 mm dia UPVC casing pipe Rmt 45.00203 B015 M.S 8" to 4" saddle set with 4" coupling each 1650.00

ROAD WORK

204 0404 Aluminium plate - 2 mm thick sqm 1120.00

205 0408 M.S.pipe - 'C' class 100 mm dia metre 740.00

206 0409 M.S. 'c' bend 100 mm dia each 400.00

207 0410 M.S.dummy plate 100 mm dia each 25.00

208 0411 M.S.pipe 32 mm dia 125 mm long with joint plate bolt and nut each 45.00

209 0412 M.S pipe C class 80 mm dia metre 550.00

210 0413 Speed bump of ABSmaterial-750x250x75mm-white/yellow/black each 4153.92

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CARRIAGE OF MATERIALS BY MECHANICAL TRANSPORT INCLUDING LOADING, UNLOADING AND STACKINGFOR THE YEAR 2009-2010 (YANAM REGION)

- - - - - - - - - - - - - -Code Materials Unit Incidental Rate Loading Unloading

Charges - - - - - - - - charge chargeto be 1Km 2Km 3Km 4Km 5Km Beyond Beyond Beyondadopted 5Km 10Km 20Km initially upto upto per Km

10 Km 20 Kmper Km per Km

- - - - - - - - - - - - - -1 2 3 4 4 5 6 7 8 9 10 11 12 13

- - - - - - - - - - - - - -1.1.1 a) Lime moorum, building

rubbish, earth, manureor sludge and excavatedrocks:

i) Lime,Mo cum 9.87 38.67 44.2 49.68 54.97 60.12 4.64 3.89 3.24 11.5 11.5 Surki,building rubbish and brick jellyii) Earth cum 5.48 48.33 55.25 62.1 68.72 75.15 5.8 4.86 4.05 13.14 13.14iii) Manure cum 9.87 42.03 48.05 54 59.75 65.35 5.05 4.23 3.53 11.5 11.5iv) Excava cum 19.74 77.33 88.41 99.37 109.95 120.24 9.29 7.78 6.49 23 23

a) Sand, stone aggregate and soling stone

i) Sand cum 6.58 38.67 44.2 49.68 54.97 60.12 4.64 3.89 3.24 13.14 13.14

ii) Stone aggregate below 40mm nominal size cum 65.8 38.67 44.2 49.68 54.97 60.12 4.64 3.89 3.24 17.42 17.42iii) Stone aggregate 40mm and abo cum 65.8 42.03 48.05 54 59.75 65.35 5.05 4.23 3.53 17.42 17.42

s

o

e

d

dd

iv) Soling cum 49.35 45.49 52 58.45 64.67 70.73 5.46 4.58 3.82 13.14 13.14 masonary stone

1.1.2 Bricks 1000nos 49.35 103.11 117.87 132.49 146.59 160.31 12.38 10.37 8.65 19.72 19.721.1.3 Tiles 1000nos 23.03 61.86 70.72 79.49 87.96 96.19 7.43 6.22 5.19 8.22 8.22- - - - - - - - - - - - - -

1 2 3 4 4 5 6 7 8 9 10 11 12 13- - - - - - - - - - - - - -1.1.4 Cement,St tonne 23.03 34.37 39.29 44.16 48.86 53.44 4.13 3.46 2.88 32.86 32.86

G.I.,C.I.,A.C.,and CC. pipes below 100mmdia.,other heavy materialsrice and wheat.

1.1.5 Steel and I tonne 23.03 34.37 39.29 44.16 48.86 53.44 4.13 3.46 2.88 32.86 32.861.1.6 Timber cum 9.87 44.19 50.52 56.78 62.83 68.71 5.31 4.44 3.71 11.5 11.51.1.7 Tar,Bitum tonne 49.35 38.67 44.2 49.68 54.97 60.12 4.64 3.89 3.24 24.65 24.651.1.7A Solvent qtl 4.94 3.87 4.42 4.97 5.5 6.01 0.46 0.39 0.32 2.46 2.461.1.8 Steam coa tonne 9.87 44.19 50.52 56.78 62.83 68.71 5.31 4.44 3.71 11.5 11.51.1.9 S.W.pipes-

(a)100mm 100 m 26.87 51.55 58.94 66.25 73.3 80.16 6.19 5.19 4.33 38.34 38.34(b)150mm 100 m 53.74 103.11 117.87 132.49 146.59 160.31 12.38 10.37 8.65 76.67 76.67(c)200mm d100 m 89.56 171.84 196.46 220.82 244.32 267.19 20.63 17.28 14.42 127.79 127.79(d)230mm 100 m 127.94 245.49 280.65 315.45 349.03 381.7 29.48 24.69 20.6 182.56 182.56(e)250mm 100 m 153.53 294.59 336.78 378.54 418.84 458.04 35.37 29.63 24.71 219.07 219.07(f)300mm 100 m 191.92 368.24 420.98 473.18 523.55 572.55 44.21 37.04 30.89 273.83 273.83(g)350mm 100 m 268.68 515.53 589.37 662.45 732.97 801.57 61.9 51.85 43.25 383.37 383.37(h)400mm 100 m 383.83 736.48 841.95 946.36 1047.1 1145.1 88.43 74.07 61.79 547.67 547.67(i)450mm 100 m 488.52 937.33 1071.58 1204.45 1332.67 1457.39 112.55 94.27 78.64 697.03 697.03(j)500mm 100 m 537.37 1031.07 1178.73 1324.9 1465.93 1603.13 123.8 103.7 86.5 766.73 766.73(k)600mm d100 m 671.71 1288.83 1473.42 1656.13 1832.42 2003.92 154.75 129.63 108.13 958.42 958.42

1.1.10 R.C.C.pipes,A.C.pipesSteel cylinder,R.C.Pipes,C.I.Pipes and Unrein-forced cement pipes(a)100 mm 100 m 44.05 84.51 96.62 108.6 120.16 131.4 10.15 8.5 7.09 62.85 62.85(b)125 mm 100 m 58.84 112.89 129.06 145.06 160.5 175.53 13.55 11.35 9.47 83.95 83.95

d

(c)150 mm 100 m 73.41 140.86 161.03 181 200.26 219.01 16.91 14.17 11.82 104.74 104.74(d)200 mm 100 m 119.41 229.13 261.94 294.42 325.76 356.25 27.51 23.04 19.22 170.39 170.39(e)250 mm 100 m 169.69 325.6 372.23 418.39 462.93 506.25 39.09 32.75 27.32 242.13 242.13(f)300 mm 100 m 209.74 402.45 460.08 517.14 572.18 625.74 48.32 40.48 33.76 299.27 299.27(g)350 mm 100 m 248.4 476.61 544.87 612.43 677.63 741.05 57.23 47.94 39.98 354.42 354.42(h)400 mm 100 m 400.42 768.31 878.34 987.26 1092.35 1194.59 92.25 77.27 64.46 571.34 571.34(i)450,500 100 m 489.4 939.04 1073.53 1206.65 1335.09 1460.05 112.75 94.44 78.78 698.3 698.3(j)600,700,750 and 800 mm 100 m 734.11 1408.56 1610.29 1809.97 2002.64 2190.07 169.13 141.67 118.17 1047.45 1047.45

Note: 1. The above rates includes stacking charges. 2. For Code No. 1.1.1 the rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the C.P.W.D. specification under Sub-Head "Carriage of Materials".

1 . Carriage of Materials Code No. Description Unit Rate Rs.

1.3.1 Loading in or unloading cement from the Railway wagons at tonne 34.82 siding and carrying the same from or into godowns adjacent to the siding, including stacking the same properly in rows upto any height as per direction of Engineer-in-charge, sweeping the wagons and screening the swept cement and filling in bags complete.

1.3.2A Loading in or unloading from the Railway wagons as per tonne 51.16 direction of Engineer-in-charge. - (steel)

1.3.2B Loading in or unloading from the Railway wagons as per the tonne 30.93 direction of Engineer-in-charge - G.I,C.I,R.C.C or C.C pipes upto 500 mm dia and similar heavy materials.

1.3.2C Loading in or unloading from the Railway wagons as per the tonne 66.35 direction of Engineer-in-charge - Heavy materials where each piece or bundle, crate or case weighs more than one tonne and R.C.C., C.I. and concrete pipes above 500 mm dia.

1.3.3 Extra for sorting the steel size-wise inside the store yard and tonne 85.24 stacking the same for measurement within the lead of 100 metres as directed by the engineer-in-charge.

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2 . Earth Work Code No. Description Unit Rate Rs.

2.1.1 Earth work in surface excavation not exceeding 30cm in depth cum. 178.78 but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth upto 50m and lift upto 1.5m, disposed soil to be levelled and neatly dressed - all kinds of soil.

2.2.1 Earth work in rough excavation, banking excavated earth in cum 203.85 layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5m -all kinds of soil.

2.3.1 Banking excavated earth in layers not exceeding 20cm.in cum 125.72 depth, breaking clods, watering, rolling each layer with 1/2tonne roller, or wooden or steel rammers, and rolling every third and topmost layer with power roller of minimum 8tonnes and dressing up; in embankments for roads, flood banks, marginal banks, and guide banks, etc. lead up to 50m and lift upto 1.5m - all kinds of soil.

2.3.1A Supplying and filling with good earth (excluding rock) in layers cum 245.97 not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement).

2.4 Deduct for not rolling with power roller of minimum 8 tonnes cum 1.01 for banking excavated earth in layers not exceeding 20cm in depth.

2.4A Supplying and filling with good earth (excluding rock) in layers cum 244.57 not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, including all leads and lift etc., complete for making play fields, running trees and courtyards.

2.5 Deduct for not watering the excavated earth for banking. cum 8.45 2.6.1 Earth work in excavation over areas (exceeding 30cm in cum 172.21 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed - all kinds of

2.7.1 Earth work in excavation over areas (exceeding 30cm in cum 267.26 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - ordinary Yanam Page 2

2 . Earth Work Code No. Description Unit Rate Rs. rock.

2.7.2 Earth work in excavation over areas (exceeding 30cm in cum 358.84 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (requiring blasting).

2.7.3 Earth work in excavation over areas (exceeding 30cm in cum 566.23 depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed - hard rock (blasting prohibited).

2.8.1 Earth work in excavation in foundation trenches or drains (not cum 176.08 exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - all kinds of soil.

2.9.1 Excavation work in foundation trenches or drains not cum 295.28 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - ordinary rock.

2.9.2 Excavation work in foundation trenches or drains not cum 401.45 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (requiring

2.9.3 Excavation work in foundation trenches or drains not cum 584.12 exceeding 1.5m in width or 10sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - hard rock (blasting

2.10.1.1 Excavating trenches of required width for pipes, cables, etc. metre 110.11 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. not exceeding 80mm dia.

2.10.1.2 Excavating trenches of required width for pipes, cables, etc. metre 179.84 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating Yanam Page 3

2 . Earth Work Code No. Description Unit Rate Rs. each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia.

2.10.1.3 Excavating trenches of required width for pipes, cables, etc. metre 280.77 including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed within a lead of 50m - all kinds of soil - pipes, cables etc. exceeding 300mm dia.

2.11 Extra for excavating trenches for pipes, cables etc. in all kinds Rmt 415.62 of soil for depth exceeding 1.5m, but not exceeding 3m.

2.12 Extra for excavating trenches for pipes, cables, etc. in all kinds Rmt 783.96 of soil exceeding 3m in depth, but not exceeding 4.5m.

2.13.1.1 Excavating trenches of required width for pipes, cables, etc. metre 168.77 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. not exceeding 80mm dia.

2.13.1.2 Excavating trenches of required width for pipes, cables, etc. metre 417.91 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 80mm dia. but not exceeding 300mm dia.

2.13.1.3 Excavating trenches of required width for pipes, cables, etc. metre 480.94 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - ordinary rock - pipes, cable etc. exceeding 300mm dia.

2.13.2.1 Excavating trenches of required width for pipes, cables, etc. metre 219.53 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as Yanam Page 4

2 . Earth Work Code No. Description Unit Rate Rs. required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting). - pipes, cables etc. not exceeding 80 mm dia.

2.13.2.2 Excavating trenches of required width for pipes, cables, etc. metre 543.59 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.2.3 Excavating trenches of required width for pipes, cables, etc. metre 625.54 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (requiring blasting) - pipes, cables etc. exceeding 300mm dia.

2.13.3.1 Excavating trenches of required width for pipes, cables, etc. metre 305.85 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohibited) - pipes, cables etc. not exceeding 80mm dia.

2.13.3.2 Excavating trenches of required width for pipes, cables, etc. metre 757.33 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohobited) - pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia.

2.13.3.3 Excavating trenches of required width for pipes, cables, etc. metre 871.54 including excavation for sockets, depth upto 1.5m including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth including Yanam Page 5

2 . Earth Work Code No. Description Unit Rate Rs. consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m - hard rock (blasting prohibited) - pipes, cables etc. exceeding 300mm dia.

2.14 Extra for excavating trenches for pipes, cables, etc. in metre 1096.43 ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m.

2.16.1 Close timbering in trenches including strutting, shoring and sqm 53.10 packing cavities (wherever required) complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.16.2 Close timbering in trenches including strutting, shoring and sqm 56.33 packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.16.3 Close timbering in trenches including strutting, shoring and sqm 63.67 packing cavities (wherever required) complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.17.1 Close timbering in case of shafts, wells, cesspits, manholes and sqm 56.30 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth not exceeding 1.5m.

2.17.2 Close timbering in case of shafts, wells, cesspits, manholes and sqm 63.25 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 1.5m but not exceeding 3m.

2.17.3 Close timbering in case of shafts, wells, cesspits, manholes and sqm 70.54 the like including strutting, shoring and packing cavities (wherever required) complete (measurements to be taken of the face area timbered - depth exceeding 3m but not exceeding 4.5m.

2.18.1 Close timbering over area including strutting, shoring and sqm 47.76 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.18.2 Close timbering over areas including strutting, shoring and sqm 51.56 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered ) - depth exceeding 1.5m but not exceeding 3m. Yanam Page 6


2.18.3 Close timbering over areas including strutting, shoring and sqm 55.67 packing cavities (wherever required) and use and waste of raking shores complete (measurements to be taken of the face area timbered, - depth exceeding 3m but not exceeding 4.5m.

2.19 Extra for planking, strutting and packing material for cavities sqm. 685.79 (in close timbering) if required to be left permanently in position (face area of timber permanently left to be measured).

2.20.1 Open timbering in trenches including strutting and shoring sqm 27.55 complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.20.2 Open timbering in trenches including strutting and shoring sqm 29.60 complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.20.3 Open timbering in trenches including strutting and shoring sqm 32.93 complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.21.1 Open timbering in case of shafts, wells, cesspits, manholes and sqm 25.14 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.21.2 Open timbering in case of shafts, wells, cesspits, manholes and sqm 28.36 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.21.3 Open timbering in case of shafts, wells, cesspits, manholes and sqm 32.60 the like including strutting and shoring complete (measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

2.22.1 Open timbering over areas including strutting, shoring and sqm 18.61 use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth not exceeding 1.5m.

2.22.2 Open timbering over areas including strutting, shoring and sqm 20.89 use/and waste of raking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 1.5m but not exceeding 3m.

2.22.3 Open timbering over areas including strutting, shoring and sqm 24.47 use/and waste of ranking shores, complete (Measurements to be taken of the face area timbered) - depth exceeding 3m but not exceeding 4.5m.

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2.23 Extra for planking and strutting in open timbering if required sqm 355.54 to be left permanently in position (face area of the timber permanently left to be measured).

2.26 Filling available excavated earth (excluding rock) in trenches, cum 56.96 plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

2.26B Supplying and filling with good earth (excluding rock) in cum 240.46 trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in deapth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift.

2.27 Supplying and filling with red earth (excluding rock) including cum 382.41 cost and conveyance to the work site and stacking to the departmental gauge, spreading in layers not exceeding 20 cm in depth, watering and consolidation using 0.5 tonne roller, or wooden or steel rammers etc. complete for making play fields, running tracks and court yards.

2.27.1 Extra for every additional lift of 1.5m or part thereof in : all cum 25.40 kinds of soil.

2.27.2 Extra for every additional lift of 1.5m or part thereof : cum 45.52 ordinary or hard rock.

2.28 Supplying and filling in plinth with river sand under floors cum 563.07 including, watering, ramming consolidating and dressing complete.

2.29.1 Surface dressing of the ground including removing vegetation, 100sqm 665.68 and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil.

2.30.1 Ploughing the existing ground to a depth of 15cm to 25cm and 100sqm 686.27 watering the same - all kinds of soil.

2.31.1 Excavating holes upto 0.5cum including getting out the each 91.04 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - all kinds of soil.

2.31.3 Excavating holes upto 0.5cum including getting out the each 149.37 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto Yanam Page 8

2 . Earth Work Code No. Description Unit Rate Rs. 1.5m - ordinary rock

2.31.4 Excavating holes upto 0.5cum including getting out the each 218.64 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (requiring blasting).

2.31.5 Excavating holes upto 0.5cum including getting out the each 309.97 excavated soil then returning the soil as required in layer not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil; as directed within a lead of 50m and lift upto 1.5m - hard rock (blasting prohibited)

2.32 Clearing jungle including uprooting of rank vegetation, grass, 100sqm 344.19 brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.(if however, only grass is met with the area will be measured and paid for under a separate item)

2.33 Clearing grass and removal of the rubbish upto a distance of 100sqm 177.51 50m outside the periphery of the area cleared.

2.34.1 Felling trees of the girth (measured at a height of 1m above each 106.23 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 30cm girth upto and including 60cm girth.

2.34.2 Felling trees of the girth (measured at a height of 1m above each 469.19 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyond 60cm girth upto and including 120cm girth.

2.34.3 Felling trees of the girth (measured at a height of 1m above each 2166.34 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - beyong 120cm girth upto and including 240cm girth.

2.34.4 Felling trees of the girth (measured at a height of 1m above each 4347.02 ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material - above 240cm girth.

2.35.1 Supplying chemical emulsion in sealed containers including litre 281.55 Yanam Page 9


2.36.1 Diluting and injecting chemical emulsion (to be supplied free of sqm 119.65 cost at site of work) for PRE-CONSTRUCTIONAL ANTI- termite treatment and creating a continuous chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) - chlorpyriphos emulsifiable concentrate 20 % with 1.0% concentration. 2.37.1.1 Diluting and injecting chemical emulsion for post- metre 8.77 constructional anti-termite treatment - (excluding the cost of chemical emulsion) along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavating chennel along the wall and rodding etc. complete - with chlorpyriphos e.c. 20 % with 1%

2.37.2.1 Diluting and injecting chemical emulsion for post - metre 13.22 constructional anti-termite treatment - (excluding the cost of chemical emulsion) along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.- with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.3.1 Diluting and injecting chemical emulsion for post - sqm 65.92 constructional anti - termite treatment - (excluding the cost of chemical emulsion) treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 sand) to match the existing floor - with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.4.1 Diluting and injecting chemical emulsion for post - metre 9.96 constructional anti-termite treatment - (excluding the cost of chemical emulsion) treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole - with chlorpyriphos e.c. 20 % with 1 % concentration.

2.37.5 Diluting and injecting chemical emulsion for post- metre 87.32 constructional anti-termite treatment (excluding the cost of chemical emulsion) at points of contact of wood work by chemical emulsion chlorpyphos (in oil or kerosene based solution) at 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and Yanam Page 10

2 . Earth Work Code No. Description Unit Rate Rs. sealing the same.

Yanam Page 11

4 . Concrete Work Code No. Description Unit Rate Rs.

4.1.4 Providing and laying lime concrete in footings and bases for cum 1411.70 columns,excluding cost of centring and shuttering with graded brick aggregate 40mm nominal size and 40% mortar comprising of 1 lime putty : 1 surkhi:1 fine sand.

4.2 Providing and laying on terrace upto floor five level lime cum 2379.52 concrete with graded brick aggregate 25mm nominal size and 50% mortar comprising of 1 lime : 2 surkhi.

4.5.1 Providing and laying in position cement concrete of specified cum 6271.87 grade excluding the cost of centring & shuttering- All work upto plinth level - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

4.5.2 Providing and laying in position cement concrete of specified cum 4899.76 grade excluding the cost of centring and shuttering - All work upto plinth level 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

4.5.3 Providing and laying in position cement concrete of specified cum 4541.54 grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.5.4 Providing and laying in position cement concrete of specified cum 4139.43 grade excluding the cost of centring and shuttering -All work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size)

4.5.5 Providing and laying in position cement concrete of specified cum 4014.27 grade excluding the cost of centring and shuttering - All work upto plinth level 1:3.6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.5.6 Providing and laying in position cement concrete of specified cum 3597.58 grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size).



4.5.12 Providing and laying in position cement concrete of specified cum 2009.95 grade excluding the cost of centring and shuttering - All work Yanam Page 12

4 . Concrete Work Code No. Description Unit Rate Rs. upto plinth level 1:5:10 (1 cement : 5 sand : 10 graded brick aggregate 40mm nominal size).

4.6.1 Providing and laying cement concrete in retaining walls, return cum 6644.74 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

4.6.2 Providing and laying cement concrete in retaining walls, return cum 5272.64 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size)

4.6.3 Providing and laying cement concrete in retaining walls, return cum 4914.41 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.6.4 Providing and laying cement concrete in retaining walls, return cum 4512.30 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 40mm nominal size )

4.6.5 Providing and laying cement concrete in retaining walls, return cum 4387.14 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.6.6 Providing and laying cement concrete in retaining walls, return cum 3970.46 walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, Yanam Page 13

4 . Concrete Work Code No. Description Unit Rate Rs. string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sill, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size).

4.9.1 Centring and shuttering including strutting, propping etc. and sqm 125.64 removal of form work for - foundations, footings, bases for columns.

4.9.2 Centering and shuttering including strutting, propping etc. and sqm 211.89 removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses plinth and string courses, fillets etc.

4.9.3 Centering and shuttering including strutting, propping etc. and sqm 283.64 removal of form work for - columns, piers, abutments, pillars, posts and struts.

4.10.1 Providing and laying cement concrete in kerbs, steps and the cum 4541.54 like at or near ground level excluding the cost of centring, shuttering and finishing - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.10.2 Providing and laying cement concrete in kerbs, steps and the cum 4014.26 like at or near ground level excluding the cost of centring, shuttering and finishing - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.16.1 Providing and fixing upto floor five level precast cement cum 6479.49 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.16.2 Providing and fixing upto floor five level precast cement cum 5952.20 concrete string or lacing courses, copings, bed plate, anchor block, plain window sill, shelves, louvers, steps, stair cases etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surface complete - 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

4.17.1 Providing and fixing at or near ground level precast cement cum 5624.27 concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 sand) including the cost of required centring, shuttering and finishing Yanam Page 14

4 . Concrete Work Code No. Description Unit Rate Rs. smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.20.1 Precast concrete Hollow Block Masonry with Hollow Block of sqm 309.76 size 400 x 100 x 200 mm with compressive strength of 7 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)



4.20.4 Precast concrete Solid Block Masonry with Solid Block of size sqm 385.56 400 x 100 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.5 Precast concrete Solid Block Masonry with Solid Block of size sqm 446.27 400 x 150 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.20.6 Precast concrete Hollow Block Masonry with Solid Block of sqm 500.53 size 400 x 200 x 200 mm with compressive strength of 10.5 N/sqmm in superstructure upto floor five level - Cement Mortar 1:4 ( 1 Cement : 4 sand)

4.24 Providing and laying damp-proof Course 40mm thick with sqm 184.96 cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size).

4.25 Providing and laying damp-proof Course 50mm thick with sqm 249.29 cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

4.26 Extra for providing and mixing water proofing material in per bag 40.04 cement concrete work in the proportion recommended by the manufacturers.

4.27 Applying a coat of residual petroleum bitumen of penetration sqm 81.08 80/100 of approved quality using 1.7 kg per square metre on damp-proofcourse after cleaning the surface with brushes and finally with a piece of cloth lightily soaked in kerosene oil.

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4 . Concrete Work Code No. Description Unit Rate Rs.

4.28 Extra for concrete work in superstructure above floor five cum 290.35 level for each four floors or part thereof.

4.29 Extra for laying concrete in or under water and/or liquid mud cum/m.d 269.19 including cost of pumping or bailing out water and removing slush etc. complete. Note: The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored (rate per cum per metre depth).

4.30 Extra for laying concrete in or under foul positions. cum 92.02 4.32 Extra providing and laying Ready mix concrete - in all grade cum 508.29 of concrete in PCC works.

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs.

5.1.1 Providing and laying in position specified grade of reinforced cum 6410.14 cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:1:2 (1 cement :1 sand : 2 graded stone aggregate 20mm nominal size).

5.1.2 Providing and laying in position specified grade of reinforced cum 5065.45 cement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level - 1:1.5:3 (1 cement :1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.1.3 Providing and laying in position specified grade of reinforced cum 4679.80 cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.2.1 Reinforced cement concrete work in walls (any thickness) cum 6837.07 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size).

5.2.2 Reinforced cement concrete work in walls (any thickness) cum 5492.39 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.2.3 Reinforced cement concrete work in walls (any thickness) cum 5106.74 including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmeents, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement - 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.3 Reinforced cement concrete work in beams, suspended floors, cum 5091.46 roof having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral cases upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

5.3.1 Reinforced cement concrete work in beams, suspended floors, cum 5477.11 roofs having slope upto 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement Yanam Page 17

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

5.9 Providing and laying upto floor five level reinforced cement cum 4199.49 concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.9.1 Providing and laying upto floor five level reinforced cement cum 4585.14 concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.10 Reinforced cement concrete work in arches, archribs, domes, cum 4916.02 vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.10.1 Reinforced cement concrete work in arches, archribs, domes, cum 5301.67 vaults, shells, folded plate and roofs having slope more than 15 degree upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size).

5.11 Reinforced cement concrete work in chimneys, shafts, upto cum 5157.07 floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.11.1 Reinforced cement concrete work in chimneys, shafts, upto cum 5542.73 floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.12 Reinforced cement concrete work in well-steining excluding cum 4695.28 the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.12.1 Reinforced cement concrete work in well-steining excluding cum 5080.94 the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.13 Reinforced cement concrete work in vertical and horizontal cum 4921.47 fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

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5.13.1 Reinforced cement concrete work in vertical and horizontal cum 5307.12 fins individually or forming box louvers, facias and eaves boards upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size).

5.14.1 Centring and shuttering including strutting, propping etc. and sqm 125.64 removal of form for - foundations, footings, bases of columns etc. for mass concrete.

5.14.2 Centring and shuttering including strutting, propping etc. and sqm 211.89 removal of form for - walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

5.14.3 Centring and shuttering including strutting, propping etc. and sqm 213.42 removal of form for - suspended floor, roofs, landings, balconies and access platform.

5.14.4 Centring and shuttering including strutting, propping etc. and sqm 213.42 removal of form for - shelves (cast in situ).

5.14.5 Centring and shuttering including strutting, propping etc. and sqm 171.74 removal of form for - lintels, beams, plinth beams,girders, bressummers and cantilevers.

5.14.6 Centring and shuttering including strutting, propping etc. and sqm 283.64 removal of form for - columns, pillars, piers, abutments, posts and struts.

5.14.7 Centring and shuttering including strutting, propping etc. and sqm 161.17 removal of form for - stairs, (excluding landings) except spiral - staircases.

5.14.8 Centring and shuttering including strutting, propping etc. and sqm 189.54 removal of form for - spiral staircases (including landings).

5.14.9 Centring and shuttering including strutting, propping etc. and sqm 571.88 removal of form for - arches, domes, vaults upto 6m span.

5.14.11 Centring and shuttering including strutting, propping etc. and sqm 211.89 removal of form for - chimneys and shafts.

5.14.13 Centring and shuttering including strutting, propping etc. and sqm 262.84 removal of form for - vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.

5.14.14.1 Centring and shuttering including strutting, propping etc. and sqm 25.12 removal of form for - extra for shuttering in circular work - foundations, footings, bases of columns etc. for mass concrete.

Yanam Page 19

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. 5.14.14.2 Centring and shuttering including strutting, propping etc. and sqm 42.37 removal of form for - extra for shuttering in circular work - walls (any thickness) including atached pilasters, butteresses, plinth and string courses etc.

5.14.14.3 Centring and shuttering including strutting, propping etc. and sqm 42.68 removal of form for - extra for shuttering in circular work - suspended floors, roofs, landings, balconies and access platform.

5.14.14.4 Centring and shuttering including strutting, propping etc. and sqm 42.68 removal of form for - extra for shuttering in circular work - shelves (cast in situ).

5.14.14.5 Centring and shuttering including strutting, propping etc. and sqm 34.35 removal of form for - extra for shuttering in circular work - lintels, beams, plinth beams, griders, bressumers and

5.14.14.6 Centring and shuttering including strutting, propping etc. and sqm 56.73 removal of form for - extra for shuttering in circular work - columns, pillars, piers, abutments, posts and struts.

5.14.14.7 Centring and shuttering including strutting, propping etc. and sqm 32.23 removal of form for - extra for shuttering in circular work - stairs, (excluding landings) except spiral-staircases.

5.14.14.11 Centring and shuttering including strutting, propping etc. and sqm 42.37 removal of form for - extra for shuttering in circular work - chimneys and shafts.

5.14.14.12 Centring and shuttering including strutting, propping etc. and sqm 12.67 removal of form for - extra for shuttering in circular work - well steining.

5.14.14.13 Centring and shuttering including strutting, propping etc. and sqm 52.57 removal of form for - extra for shuttering in circular work - vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.

5.14.15 Centring and shuttering including strutting propping etc. and sqm 125.64 removal of form for: small lintels not exceeding 1.5m clear span,mouldings as in cornices ,window sills,string courses,bands,copings,bed plates,anchor blocks and the like.

5.14.16.1 Centring and shuttering including strutting propping etc. and metre 42.32 removal of form for edges of slabs and breaks in floors and walls under 20cm wide.

5.14.16.2 Centring and shuttering including strutting propping etc. and sqm 178.95 removal of form for edges of slabs and breaks in floors and walls above 20cm wide.

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5.14.17 Centring and shuttering including strutting propping etc. and sqm 185.34 removal of form for cornice and mouldings

5.14.19 Centring and shuttering including strutting propping etc. and sqm 207.71 removal of form for weather shade chajjas,corbels etc. incuding edges.

5.15.1 Providing and fixing tie bolt ,spring coil and plastic cone in set 185.62 wall shuttering complete as per the direction of engineer-in- charge. -12mm dia & 100mm length.

5.15.2 Providing and fixing tie bolt ,spring coil and plastic cone in set 190.31 wall shuttering complete as per the direction of engineer-in- charge.-12mm dia & 150mm length.



5.16.1 Extra for additional height in centering, shuttering where ever sqm 123.10 required with adequate bracing, propping etc. including cost of de-shutering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 m or part thereof (plan area to be measured) - suspended floors, roofs, landings, beams and balconies (plan area to be measured).

5.19 Providing, hoisting and fixing upto floor five level precast cum 6571.92 reinforced cement concrete in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centring, shuttering, finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.20 Providing, hoisting and fixing upto floor five level precast cum 7719.81 reinforced cement concrete in small lintels not exceeding 1.5m clear span upto floor five level including the cost of required centring, shuttering and finishing smooth with 6mm thick cement plaster 1:3 ( 1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).

5.21 Providing, hoisting and fixing upto floor five level precast cum 8629.97 reinforced cement concrete in mouldings as in cornices, windows sills etc, including the cost of required centring, shuttering and finishing smooth with 6mm thick cement Yanam Page 21

5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominalsize).

5.22 Providing, hoisting and fixing upto floor five level precast cum 6834.84 reinforced cement concrete in lintels, beams and bresummers including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring and shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm

5.23 Providing, hoisting and fixing upto floor five level precast cum 7267.28 reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centring, shuttering and finishing with neat cement punninng on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size).

5.24 Providing, hoisting and fixing upto floor five level precast cum 8856.06 reinforced cement concrete in vertical and horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement : 2 sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement :3 sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal

5.25.1 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 511.53 sand : 4 stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 50 mm thick.

5.25.2 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 464.11 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 40mm thick.

5.25.3 Providing precast cement concrete jali 1:2:4 (1 cement : 2 sqm 366.72 sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 sand) etc. complete excluding plastering of the jambs, sills and soffits - 25mm thick.

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5 . Reinforced Concrete Work Code No. Description Unit Rate Rs. 5.26 Encasing rolled steel sections,in beams and columns, with cum 6099.01 cement concrete 1:2:4 (1 cement :2 sand :4 grade stone aggregate 12.5mm nominal size) including centring and shuttering complete but excluding cost of reinforcement.

5.27 Encasing rolled steel section in grillages with cement concrete cum 4570.88 1:2:4 (1 cement :2 sand: 4 graded stone aggregate 12.5mm nominal size) upto floor two level including centring and shuttering but excluding cost of expanded metal and hangers.

5.28 Extra for providing and fixing expanded metal mesh of size sqm 338.20 20x60mm and strands 3.25mm wide 1.6 mm thick weighing 3.64kg per sqm for encasing of rolled steel section in beams,columns and grillages excluding cost of hangers.

5.29.3B Reinforcement for R.C.C. work including straightening, kg 51.73 cutting, bending, placing in position and binding all complete - Thermo Mechanical Treated Bars -(TISCON / VIZAG / IISCO

5.29.3C Reinforcement for R.C.C. work including straightening, kg 48.66 cutting, bending, placing in position and binding all complete - Thermo Mechanical Treated Bars -(ISI Brand approved make)

5.29.3D Providing anticorrosive treatment to hysd reinforcement with tonne 10309.93 fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder,sand blasting,cleaning, induction,heating, depreciation of machinery etc,wastage in cut length of bars,provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc.- for bars of 20mm to 32mm diameter - confirming to IS 13620 - 1993

5.29.3E Providing anticorrosive treatment to hysd reinforcement with tonne 14522.59 fusion bonded epoxy coating the rate includes cost of anticorrosive coating including cost of powder, sand blasting , cleaning, induction heating, depreciation of machinery etc., wastage of cut length of bars, provision of pvc coating on binding wire, provision of wooden battens between rows of coated bars, cover to work bush pins / bar bending machines etc. - for bars of 10mm to 16mm diameter - confirming to IS 13620 - 1993.

5.30 Extra for R.C.C work in superstructure above floor five level cum 290.35 for each four floors or part thereof.

5.31 Deduct for omitting in R.C.C. work smooth finishing of the sqm 79.42 exposed surface with 6mm thick cement mortar 1:3 (1 cement : 3 sand).

5.31A finishing the exposed surface of r.c.c. work with 6mm thick Sqm 79.42 cement mortar 1:3 (1 cement : 3 sand)

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5.32 Extra for rendering smooth the top of suspended sqm 58.90 floors,landings and staircases (treads and risers) with cement mortar 1:2 ( 1 cement : 2 sand) including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same.

5.33 Providing and fixing in position copper plate as per design for kg 183.22 expansion joints.

5.34 Providing and filling in position blown bitumen in expansion Unit 446.02 joints (rate per cm depth per cm width per 100m length)

5.35 Providing and filling in position bitumen mix filler of unit 134.99 proportion 80 kg. of hot bitumen 1 kg. of cement and 0.25 cum of coarse sand for expansion joints.(rate per 100m length per cm depth per cm width).

5.36 Providing and fixing in position 12mm thick bitumen Unit 385.45 impregnated fibre board conforming to IS:1838 including cost of primer, sealing compound in expansion joints. (per cm depth per 100m length)

5.37.1.1 Providing and fixing sheet covering over expansion joints with metre 70.44 iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6mm thick and 150mm wide.

5.37.1.2 Providing and fixing sheet covering over expansion joints with metre 94.62 iron screws as per design to match the colour/shade of wall treatment - Asbestos sheet 6 mm thick and 200 mm wide.

5.38 Add or deduct for plaster drip course/groove in plastered metre 16.15 surface or moulding to R.C.C. projections.

5.40 Extra for laying reinforced cement concrete in or under water unit 242.27 and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. NOTE: The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. the depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. no extra payment shall be made for placing reinforcement or centering & shuttering under sub-soil water conditions (rate per cum per metre depth).

5.41 Extra for laying reinforced cement concrete in or under foul cum 92.02 position.

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5.42.1 Providing and laying in position machine batched,machine cum 5543.47 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement. Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work upto plinth level.

5.42.2.1 Providing and laying in position machine batched,machine cum 5768.60 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level. Walls, columns, pillars, posts and struts.

5.42.2.2 Providing and laying in position machine batched,machine cum 6000.08 mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements,excluding the cost of centering,shuttering,finishing and reinforcement.Including admistures in recommended proportions as per IS 9103 to accelerates retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge -M-20 grade with a minimum cement content of 383 kg / cum reinforced cement concrete -All work from plinth level upto floor 5 level.- Beams, plinth beams, girders, bressumers, cantilevers,suspended floors,lintels,roofs and staircases including spiral staircases, shelves etc.

5.43 Extra for R.C.C.work above floor 5 level for each four floors cum 290.35 or part thereof.

5.44.1 Add or deduct for providing richer or leaner mixes respectively cum 192.74 at all floor levels.- Providing M-25 grade with a minimum cement content of 410 kg / cum R.C.C instead of M-20 grade R.C.C.


5.44.3 Add or deduct for providing richer or leaner mixes respectively cum 321.24 Yanam Page 25



5.45.1 Providing and mixing in recommended proportions admixtures bag 98.55 (as per IS 9103) to accelerate/retard, setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.

5.45.2 Providing and mixing in recommended proportions admixtures bag 133.73 (as per IS 9103) to retard setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufactures specifications and direction of engineer-in-charge complete.-Retarding admixture.

5.45.3 Providing and mixing in recommended proportions admixtures bag 245.18 (as per IS 9103) to accelerate/retard, setting of concrete, improve workability without impairing strength and durability characteristics of concrete as per manufacturers specifications and direction of engineer-in-charge complete.-Water reducing admixture (Plasticizer/super plasticizer)

5.46 Providing and placing in position precast reinforced cement cum 14361.80 concrete waffle units square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate of 10mm nominal size) including flush or deep ruled pointing at joints in cement mortar 1:2 (1 cement : 2 sand) making necessary holes of required sizes for carrying through service lines etc. providing steel hooks for lifting etc. form work in precasting ,handling, hoisting , centering and erection complete for all floor levels but excluding the cost of reinforcement.

5.50.1 Extra for adding Recron 3S or equivalent 12mm fibre as fibre cum of 209.00 reinforcement in concrete at the rate of 909 gm per cum of concrete concrete including the cost of fibre.

5.50.2 Extra providing and laying Ready mix concrete - in all grade cum 508.29 of concrete in RCC works.

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6 . Brick Work Code No. Description Unit Rate Rs.

6.1.8 Brick work with bricks of class designation 35 in foundation Cum 3039.96 and plinth in - cement mortar 1:4 (1 cement : 4 sand).

6.1.8F Fly ash lime gypsum brick work with Fly ash lime gypsum cum 3144.27 bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.1.8M Stabilished Mud Blocks work with Stabilished Mud Blocks of Cum 3452.49 size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.1.10 Brick work with bricks of class designation 35 in foundation Cum 2836.55 and plinth in - cement mortar 1:6 (1 cement : 6 sand).

6.1.10F Fly ash lime gypsum brick work with Fly ash lime gypsum Cum 2940.87 bricks of size 23cm x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:6 (1 cement : 6 sand)

6.1.10M Stabilished Mud Blocks work with Stabilished Mud Blocks of Cum 3249.09 size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:6 (1 cement : 6 sand)

6.3 Extra for brick work in superstructure above plinth level upto Cum 387.86 floor five level.

6.4 Extra for brick work in superstructure above floor five level Cum 290.35 for each four floors or part thereof.

6.6.1 Extra for brick work in - square or rectangular pillars. Cum 190.04 6.7 Extra for brick work with bricks of class designation 35 curved Cum 295.63 on plan upto a mean radius not exceeding 6 metres.

6.9 Extra for cutting or chamfering of bricks to required shape in Rmt 8.67 masonry work.

6.13 Brick work 7cm thick with country bricks of class designation Sqm 285.17 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

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6 . Brick Work Code No. Description Unit Rate Rs. 6.15 Brick work in plain arches in superstructure including centring cum 4820.01 and shuttering complete for span upto 6 metres with bricks of class designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand)

6.18.4 Half brick masonry with bricks of class designation 35 in Sqm 358.73 foundation and plinth in - cement mortar 1:4 (1 cement : 4

6.18.4F Half brick work with Fly ash lime gypsum bricks of size 23cm sqm 370.67 x 11cm x 8cm manufactured in the ratio of fly ash - 26%, gypsum 7%, hydrated lime - 3%, quarry dust - 57% and ordinary Portland cement - 7% with compressive strength of not less than 50kg / sq.cm in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.18.4M Half Stabilished Mud Blocks work with Stabilished Mud Blocks sqm 407.03 of size 24cm x 11.5cm x 9cm ( manufactured in the ratio of 1:19 (one cement : 19 red earth) with compressive strength of not less than 35kg / sq.cm) in foundation and plinth - in cement mortar 1:4 (1 cement : 4 sand)

6.19 Extra for half brick masonry in superstructure, above plinth Sqm 41.33 level upto floor five level.

6.20 Extra for half brick masonry in superstructure, above floor Sqm 33.49 five level for every four floors or part thereof.

6.20A Extra for providing and placing in position 2nos. 6mm dia. Sqm 53.67 M.S. bars at every third course of half brick masonry (with brick class designation 35)

6.22 Providing brick band 10cm/7.0cm thick 5cm/5.7cm projected Rmt 14.97 from wall face, in brick of class designation 35 laid in cement mortar 1:4 (1 cement : 4 sand ).

6.31 Tile brick masonry work 5cm thick with tile bricks of class Sqm 228.19 designation 35 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.

6.32 Honey-comb brick work 10/11.4cm thick with bricks of class Sqm 264.02 designation 35 in cement mortar 1:4. (1 cement : 4 coarse sand ).

6.36 Providing 10cm/7cm thick and 5cm/5.7cm projected string Rmt 15.09 course with bricks of class designation 35 in cement mortar 1:4 (1 cement : 4 sand)

6.37 Moulding and cornices with brick masonry in cement mortar m/cm 1.64 1:4 (1 cement : 4 coarse sand) (girth to be measured in cm and length in running metre.

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6 . Brick Work Code No. Description Unit Rate Rs. 6.39 Extra for laying brick work in or under water and /or liquid mud cum/m.d 269.19 including cost of pumping or bailing out water and removing slush etc. complete. (The quantity will be calculated by multiplying the depth measured from sub-soil water level upto the centre of gravity of brick work under sub-soil water with the quantity of brick work in cum executed under the sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored).

6.40 Extra for laying brick work in or under foul positions. cum 92.02 6.41 Brick work with selected bricks of class designation 35 in cum 2897.14 exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement : 6 fine

6.43 Brick work with machine moulded bricks of class designation cum 2952.21 35 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement:6 sand).

6.45 Extra for exposed brick work in superstructure above plinth cum 494.10 level and upto floor five level.

6.47 Extra for exposed brick work / clay flyash brick work in cum 290.35 superstructure above floor five level, for each four floors or part thereof.

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7 . Stone Work Code No. Description Unit Rate Rs.

7.1.2 Random rubble masonry with hard stone in foundation and cum 2434.88 plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with - Cement mortar 1:6 (1 cement : 6 fine sand)

7.2 Extra for random rubble masonry with hard stone in Cum 469.48 superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.

7.4.1 Extra for random rubble masonry with hard stone in square or Cum 195.14 rectangular pillars.

7.6.1 Coursed rubble masonry (first sort) with hard stone in Cum 2852.13 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.7.1 Coursed rubble masonry (second sort) with hard stone in Cum 2666.66 foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

7.8 Extra for coursed rubble masonry with hard stone (first or Cum 460.50 second sort) in superstructure above plinth level and upto floor five level.

7.10.1 Extra for coursed rubble masonry with hard stone (first or Cum 217.32 second sort) in square or rectangular pillars.

7.40 Extra for laying stone work in or under foul position. cum 92.02 7.41 Wall lining butch with dholpur stone 40 mm thick rough facing Sqm 1012.52 on the exposed surface with stone strips of minimum length 230 mm and required width including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75 x 75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of engineer-in-charge.

7.43.1.1 Stone tile work for wall lining with special adhesive like sqm 1230.72 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Granite black stone.

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7 . Stone Work Code No. Description Unit Rate Rs. 7.43.1.2 Stone tile work for wall lining with special adhesive like sqm 1230.72 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Granite brown stone.

7.43.1.3 Stone tile work for wall lining with special adhesive like sqm 869.99 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Raj Nagar white stone.

7.43.1.4 Stone tile work for wall lining with special adhesive like sqm 869.99 araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade - 8mm thick (mirror polished and machine cut edge) - Banswara white stone.

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8 . Marble Work Code No. Description Unit Rate Rs.

8.2.2.4 Providing and fixing 15mm thick mirror polished, machine cut sqm 1917.32 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 0.50 sqm to 1.00 sqm.

8.2.2.5 Providing and fixing 15mm thick mirror polished, machine cut sqm 1997.39 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Makrana Doongri Adanga, Veined white marble - 1.00 sqm to 2.00 sqm.

8.2.6.3 Providing and fixing 18mm thick mirror polished, machine cut sqm 3012.40 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.20 sqm to 0.50 sqm.

8.2.6.3A Providing and fixing 18mm thick mirror polished machine cut sqm 2934.94 granite black slab (0.2 sqm to 0.50 sqm ) for shalves and similar locations of required size of approved shade , colour and feature including fixing with cement mortar 1:3 (one cement : three sand ) etc., complete.

8.2.6.4 Providing and fixing18mm thick mirror polished, machine cut sqm 3246.40 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 0.50 sqm to 1.00 sqm.

8.2.6.5 Providing and fixing 18mm thick mirror polished, machine cut sqm 3246.41 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite black - 1.00 sqm to 2.00 sqm.

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8 . Marble Work Code No. Description Unit Rate Rs.

8.2.7.3 Providing and fixing 18mm thick mirror polished, machine cut sqm 2211.76 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite pink - 0.20 sqm to 0.50

8.2.7.3A Providing and fixing 18mm thick mirror polished, machine cut sqm 2539.38 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment , epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite Ruby red - 0.20 sqm to 0.50 sqm





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8 . Marble Work Code No. Description Unit Rate Rs. 8.2.8.3 Providing and fixing 18mm thick mirror polished, machine cut sqm 2582.52 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 0.20 sqm to 0.50

8.2.8.4 Providing and fixing 18mm thick mirror polished, machine cut sqm 2822.68 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 0.50 sqm to 1.00

8.2.8.5 Providing and fixing 18mm thick mirror polished, machine cut sqm 3081.35 for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing etc. complete at all levels - Granite grey - 1.00 sqm to 2.00

8.4 Extra for fixing marble / granite stone over and above metre 140.39 coresponding basic item, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

8.6 Mirror polishing on marble work/stone work where ever sqm 118.92 required to give high gloss finish complete.

8.15.1.1 Stone tile (polished) work for wall lining over 12mm thick bed sqm 899.50 of cement mortor 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete - Doongri Adanga marble - 18mm to 20mm thick

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9 . Wood Work Code No. Description Unit Rate Rs.

9.1.3B Providing wood work in frames of doors, windows, clerestory cum 162168.8 windows and other frames,wrought framed and fixed in position - Teak wood (Burma).

9.1.3D Providing wood work in frames of doors, windows, clerestory cum 114698.8 windows and other frames, wrought framed and fixed in position - Teak wood (Balasa)

9.1.4Q Providing wood work in frames of doors, windows, clerestory cum 62734.17 windows and other frames, wrought framed and fixed in position - Country wood (Vegesa / Bandaru)

9.2.1Q Providing wood work in frames of false ceiling, particians etc. cum 60291.20 sawn and pu t up in position - Country wood (Vegesa /

9.3.3B Extra for additional labour for circular works, such as in frames cum 16216.88 of fan light - Teak wood (Burma).

9.3.3D Extra for additional labour for circular works, such as in frames cum 11469.90 of fan light - Teak wood (Balasa)

9.3.4Q Extra for additional labour for circular works, such as in frames cum 6273.43 of fan light - Country wood (Vegesa / Bandaru)

9.4.3.1B Providing and fixing panelled or panelled and glazed shutters sqm 5094.82 for doors, windows and clerestory windows excluding, panelling which will be paid for separately - Teak wood (Burma) - 40 mm thick shutters.

9.4.3.1D Providing and fixing panelled or panelled and glazed shutters sqm 5074.03 for doors, windows and clerestory windows excluding , panelling which will be paid for separately - Teak wood (Balasa) - 40mm thick shutters.

9.4.3.3B Providing and fixing panelled or panelled and glazed shutters sqm 3983.38 for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary screws excluding, panelling which will be paid for separately - teak wood (Burma) - 30 mm thick shutters.

9.4.3.3D Providing and fixing panelled or panelled and glazed shutters sqm 3967.61 for doors, windows and clerestory windows including black enamelled M.S butt hinges with necessary screws excluding , panelling which will be paid for separately - Teak wood (Balasa) - 30mm thick shutters.

9.4.4.3Q Providing and fixing panelled or panelled and glazed shutters sqm 2322.80 for doors, windows and clerestory windows , panelling which will be paid for separately - Country wood (Vegesa / Bandaru) - 40mm thick.

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9.4.5.3Q Providing and fixing panelled or panelled and glazed shutters sqm 1880.46 for doors, windows and clerestory windows including black enamelled M.S. butt hinges with necessary screws excluding, panelling which will be paid for separately - Country wood (Vegesa / Bandaru) - 30mm thick shutters.

9.5.3B Providing and fixing panelling or panelling and glazing in sqm 1135.91 panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Teak wood (Burma).

9.5.3D Providing and fixing panelling or panelling and glazing in sqm 1131.28 panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Teak wood (Balasa)

9.5.4Q Providing and fixing panelling or panelling and glazing in sqm 519.37 panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Country wood (Vegesa / Bandaru)

9.5.11.1.2 Providing and fixing panelling and glazing in panelled or sqm 1353.93 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick teak ply on both faces.

9.5.11.1.3 Providing and fixing panelling and glazing in panelled or sqm 1143.82 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Ply wood 9 ply - 12mm thick Commercial ply on one face and teak ply on other face.

9.5.13.1 Providing and fixing panelling and glazing in panelled or sqm 625.55 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Partcile board 12mm thick.

9.5.13.2 Providing and fixing panelling and glazing in panelled or sqm 772.63 panelled and glazed shutters for doors, windows and clerestory Yanam Page 36

9 . Wood Work Code No. Description Unit Rate Rs. windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Veneered Partcile board 12mm thick with commercial veneering on both sides conforming to IS: 3097.

9.5.13.3 Providing and fixing panelling and glazing in panelled or sqm 1024.76 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board 12mm thick with decorative lamination on one side and balancing lamination on other side, grade I, Type II conformong to IS: 12823.

9.5.13.4 Providing and fixing panelling and glazing in panelled or sqm 1024.76 panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding protion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick - Prelaminated Partcile board with decorative lamination on both sides, garde I, Type II conforming to IS: 12823.

9.5.13.4A Providing and fixing 32mm thick PVC shutter made of rigid sqm 2428.35 PVC extruded multichamber section of size 32mmx150mm including reinforcement of 10mm dia. M.S. rod fixing with 75mm hinges and outer edges of the shutter with PVC channel size of 34x34mm having interlocking facilities and a door frame of extruded PVC section in an overall size of 57mmx40mm flr-sli having multichamber cross section with a maximum wall thickness of 2.8mm+/-0.30mm duly reinforced with sted to mitre cut at corners.

9.5.17.1 Providing and fixing 35mm thick factory made commercial Sqm 2103.38 quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s. 401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s. 1003-part-i) having styles and top rails 100mm wide, lock rail 175mm and bottom rail 200mm wide with panelling of 12mm thick three layer flat pressed both sides non decorative type commercial veneered teak wood particle board bonded with b.w.p. type phenel formal - dehyde synthetic resin confirming to i.s. 3087 and i.s. 3097 of 1980 exterior grade (for resin i.s. 848-1974 shall apply).

9.5.17.2 providing and fixing 30 mm thick factory made commercial Sqm 1810.09 quality panel door shutters single/double leaf made from chemically (non leachable preservative) preservative treated (as per i.s.401-1982) and kiln seasoned (as per i.s.1141 and i.s.287) hard wood timber as per class `c' (i.s.1003-part i) Yanam Page 37

9 . Wood Work Code No. Description Unit Rate Rs. having styles and top rails 100 mm wide, lock rail 175 mm and bottom rail 200 mm wide with panelling of 9 mm thick plywood commercial veneered on both faces bonded with b.w.p. type phenol formal dehyde synthetic resin confirming to i.s.848-1974 shall apply).

9.6.3.1B Providing and fixing glazed shutters for doors, windows, sqm 5876.58 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 40mm thick shutters - teak wood (Burma).

9.6.3.1D Providing and fixing glazed shutters for doors, windows, sqm 5853.64 clerestory windows using 10kg/square metre (4mm thick) glass panes - 40mm thick shutters - Teak wood (Balasa)

9.6.3.3B Providing and fixing glazed shutters for doors, windows, sqm 4722.36 clerestory windows using 10 kg/square metre (4 mm thick) glass panes - 30 mm thick shutter - teak wood (Burma).

9.6.3.3D Providing and fixing glazed shutters for doors, windows , sqm 4704.44 clerestory windows using 10kg / square metre (4 mm thick) glass panes - 30mm thick shutter - Teak wood (Balasa)

9.6.4.1Q Providing and fixing glazed shutters for doors, windows, sqm 2817.79 clerestory windows using 10 kg / square metre (4mm thick) glass panes - 40mm thick shutters - Country wood (Vegesa / Bandaru)

9.6.4.3Q Providing and fixing glazed shutters for doors, windows, sqm 2332.69 clerestory windows using 10 kg / square metre (4mm thick) glass panes - 30mm thick shutters - Country wood (Vegesa / Bandaru)

9.7.2 Extra for providing heavy sheet glass panes instead of ordinary sqm 170.10 glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) - 13.75 kg/sqm (5.5mm thick) instead of 10 kg per sqm (4mm thick)

9.10.1.3B Providing and fixing 25 mm thick shutters for cup boards etc. sqm 3912.16 - teak wood (Burma).

9.10.1.3D Providing and fixing 25 mm thick shutters for cup boards etc. - sqm 3897.82 Teak wood (Balasa)

9.11.2B Providing and fixing 40mm thick panelled, glazed or panelled sqm 5673.92 and glazed partitions fixed to frames with iron screws etc. complete (frames to be paid separately) - teak wood (Burma).

9.11.2D Providing and fixing 40mm thick panelled, glazed or panelled sqm 5650.95 and glazed partitions fixed to frames with iron screws etc.

Yanam Page 38

9 . Wood Work Code No. Description Unit Rate Rs. complete (frames to be paid separately) -Teak wood (Balasa)

9.14.1B Providing and fixing in position 12 mm thick both side sqm 981.58 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50 x12 mm Burma teak wood beading (frame to be paid separetly).

9.14.1D Providing and fixing in position 12mm thick both side sqm 980.29 laminated novapon board of approved make including fixing in frames with screws etc. complete with 50x12mm Balasa teak wood beading (frame to be paid separetly)

9.14B Supplying and fixing suncontrol film of approved make. the sqm 680.93 rate to include the cost of adhesive compound, labour for fixing and transportation etc. complete all as directed by the engineer - in charge.

9.15.2 Providing and fixing flat pressed 3 layer particle board sqm 411.85 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 12mm thick.

9.15.3 Providing and fixing flat pressed 3 layer particle board sqm 510.39 (medium density) exterior grade conforming to IS: 3087 to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) - 18mm thick.

9.16.2 Providing and fixing prelaminated flat pressed 3 layer (medium sqm 896.57 density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, edges to be painted with polyurethene primer (Brackets to be paid separately) - 18 mm thick.

9.16.3 Providing and fixing prelaminated flat pressed 3 layer (medium sqm 1044.35 density) particle board conforming to IS : 3087 with one side decorative and other side balancing lamination grade I, Type II exterior grade confomring to IS : 12823 in shelves with screws and M.S. or aluminium brackets wherever required, edges to be painted with polyurethene primer (Brackets to be paid separately) - 25mm thick.

9.16A.2 Providing brackets fixed in 7.5x7.5x15cm blocks of cement each 94.08 concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) to support 20cm wide shelves - Aluminium T or L iron 30cm long of section 40 x 40 x 4mm.

9.18.1 Extra for using veneered paticle exterior grade conforming to sqm 320.26 IS: 3097 for fixing to frames, ceiling and shelves etc - Teak ply veneering on one face and commercial ply veneering on

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9 . Wood Work Code No. Description Unit Rate Rs. other. 9.18.2 Extra for using veneered paticle exterior grade conforming to sqm 110.86 IS: 3097 for fixing to frames, ceiling and shelves etc - Commercial ply veneering on both faces.

9.23.1.1B Providing and fixing 25mm thick shutters for cupboards etc. - sqm 3903.03 Panelled or panelled and glazed shutters - Teak wood (Burma)

9.23.1.1D Providing and fixing 25mm thick shutters for cupboards etc. - sqm 3888.69 Panelled or panelled and glazed shutters -Teak wood (Balasa)

9.23.1.2Q Providing and fixing 25mm thick shutters for cupboards etc. - sqm 1991.29 Panelled or panelled and glazed shutters - Country wood (Vegesa / Bandaru)

9.23.2.1B Providing and fixing 25mm thick shutters for cupboards etc. - sqm 4145.25 Glazed shutters - Teak Wood (Burma)

9.23.2.1D Providing and fixing 25mm thick shutters for cupboards etc. - sqm 4129.84 Glazed shutters - Teak wood (Balasa)

9.23.2.2Q Providing and fixing 25mm thick shutters for cupboards etc. - sqm 2090.13 Glazed shutters - Country wood (Vegesa / Bandaru)

9.24.2 Providing and fixing flush door shutters decorative type, core sqm 2070.30 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.24.3 Providing and fixing flush door shutters decorative type, core sqm 1835.68 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 30mm thick.

9.24.4 Providing and fixing flush door shutters decorative type, core sqm 1777.02 of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25mm thick (for cupboard).

9.25.2 Providing and fixing flush door shutters non-decorative sqm 1618.65 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 35mm thick.

9.25.3 Providing and fixing flush door shutters non-decorative sqm 1554.13 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of Yanam Page 40

9 . Wood Work Code No. Description Unit Rate Rs. shutters - 30mm thick.

9.25.4 Providing and fixing flush door shutters non-decorative sqm 1489.61 type,core of block board construction with frame of first class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters - 25m thick (for cupboard).

9.26.1 Extra for providing and fixing flush doors with teak veneering sqm 211.16 on one side in item No.9.25.

9.34 Extra for providing lipping with 2nd class teak wood battens Sqm 387.13 25mm minimum depth on all edges of shutters (overall area of door shutter to be measured) over item No.9.24 and 9.25

9.35.1 Extra for providing vision panel not exceeding 0.1 sqm in all sqm 140.77 types of flush doors (cost of glass excluded) (overall area of door shutter to be measured) - Rectangular or square.

9.35.2 Extra for providing vision panel not exceeding 0.1 sqm in all sqm 138.43 type of flush doors (cost of glass excluded) (overall area of door shutters to be measured) - circular.

9.36.1 Extra if louvers (not exceeding 0.2 sqm) are provided in flush sqm 219.37 door shutters (overall area of door shutters to be measured) - Decorative type door.

9.37 Extra for cutting rebate in flush door shutters (total area of the sqm 45.17 shutter to be measured).

9.44.1B Providing and fixing 40mm thick louvered shutters with sqm 6191.31 venetians 12mm thick for windows - Teak wood (Burma)

9.44.1D Providing and fixing 40mm thick louvered shutters with sqm 6167.17 venetians 12mm thick for windows - Teak wood (Balasa)

9.44.2Q Providing and fixing 40mm thick louvered shutters with fixed sqm 2706.33 venetians 12mm thick for windows - Country wood (Vegesa / Bandaru)

9.46.2B Providing and fixing 40mm thick wire gauge shutters using sqm 5253.57 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws - teak wood (Burma)

9.46.2D Providing and fixing 40mm thick wire gauge shutters using sqm 5233.14 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows including anodised aluminium butt hinges with

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9 . Wood Work Code No. Description Unit Rate Rs. necessary screws - Teak wood (Balasa)

9.46.4Q Providing and fixing 40mm thick wire gauge shutters using sqm 2529.34 galvanished M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors,windows and clerestory windows including anodised aluminium butt hinges with necessary screws - Country wood (Vegesa / Bandaru)

9.47.1B Providing and fixing 40mm thick wire gauge shutters using sqm 5268.48 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors, windows and clerestory windows - Teak wood (Burma)

9.47.1D Providing and fixing 40mm thick wire gauge shutters using sqm 5248.05 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors,windows and clerestory windows -Teak wood (Balasa)

9.47.1Q Providing and fixing 40mm thick wire gauge shutters using sqm 2587.02 galvanised M.S wire gauge of average width of aperture 1.4mm with wire of dia 0.63 mm for doors,windows and clerestory windows - including bright finished or/ and black enamelled M.S.butt hinges with necessary screws - Country wood (Vegesa / Bandaru)

9.51A.1 Providing and fixing expandable fastners of specified size with each 14.50 necessary plastic sleeves and galvanised M.S.screws including drilling holes in masonry work/CC/R.C.C. and making good etc. complete - 25mm long.

9.51A.2 Providing and fixing expandable fastners of specified size with each 15.19 necessary plastic sleeves and galvanised M.S.screws - 32mm long.



9.51B Providing 50x50x50mm teak wood (Burma) plugs including each 30.29 cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc.

9.51D Providing 50x50x50mm teak wood (Balasa) plugs including each 30.18 cutting brick work and fixing in cement mortar 1:3 (1 cement :3 sand) and making good the walls etc.

9.52.1B Providing and fixing first class teak wood (Burna) plain lining sqm 8253.78 Yanam Page 42


9.52.1D Providing and fixing first class teak wood (Balasa) plain lining sqm 8219.13 tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 40mm thick

9.52.2B Providing and fixing First class teak wood (Burma) plain lining sqm 5267.09 tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 25 mm thick.

9.52.2D Providing and fixing second class teak wood (Balasa) plain sqm 5245.22 lining tongued and grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surfaces - 25mm thick

9.53.3B Providing and fixing 20 mm thick plain lining tongued and sqm 4251.59 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Burma).

9.53.3D Providing and fixing 20mm thick plain lining tongued and sqm 4233.98 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Teak wood (Balasa)

9.53.4Q Providing and fixing 20mm thick plain lining tongued and sqm 1965.64 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Country wood (Vegesa / Bandaru)

9.54.3B Providing and fixing 12 mm thick plain lining tongued and sqm 2658.69 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - teak wood (Burma).

9.54.3D Providing and fixing 12mm thick plain lining tongued and sqm 2647.89 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Teak wood (Balasa)

9.54.4Q Providing and fixing 12mm thick plain lining tongued and sqm 1281.20 grooved on and including wooden plugs complete with necessary screws and priming coat on unexposed surface with - Country wood (Vegesa / Bandaru)

9.54A.1 Providing and fixing in wall lining flat pressed three layer & sqm 821.46 graded (medium density) particle board prelaminated one side

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9 . Wood Work Code No. Description Unit Rate Rs. decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 12 mm thick.

9.54A.2 Providing and fixing in wall lining flat pressed three layer & sqm 944.05 graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to is 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 18 mm thick.

9.54A.3 Providing and fixing in wall lining flat pressed three layer & sqm 1098.91 graded (medium density) particle board prelaminated one side decorative lamination on other side balancing lamination grade I, type II conforming to IS 12823 including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete - 25 mm thick.

9.55A.1D Providing and fixing specified wood frame work consisting of cum 204938.7 battens 50 x 25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete - Teak wood (Balasa)

9.55A.2 Providing and fixing specified wood frame work consisting of cum 205757.3 battens 50 x 25 mm fixed with rawl plug and drilling nececessary holes for rawl plug etc. including priming coat complete - Teak wood (Burma)

9.57.1 Providing and fixing 4mm thick plywood plain lining with sqm 940.21 necessary screws,priming coat on unexposed surface etc.complete with-teak ply facings of approved manufacture - teak ply facing of approved manufacture.

9.57.2 Providing and fixing 4mm thick plywood plain lining with sqm 717.79 necessary screws,priming coat on unexposed surface etc. complete with - Commercial ply facings of approved manufacture.

9.57A Providing and fixing 1.1mm thick pvc lamination sheet for sqm 432.93 doors.the rate shall include labour charge for fixing, brass screws and washers etc complete.

9.57B Providing and fixing aluminium sheet 24 gauge for doors Sqm 578.25 including screws etc. complete.

9.59B Providing and fixing 40mm thick 1st class teak wood (Burma) sqm 9031.82 plain panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc. complete.

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9 . Wood Work Code No. Description Unit Rate Rs. 9.59D Providing and fixing 40mm thick teak wood (Balasa) plain sqm 8997.17 panelling with skirting chair rails, and cornice with necessary screws priming coat on unexposed surface etc. complete

9.60A.1 Providing and fixing skirting of prelaminated with (one side sqm 982.89 decorative and other side balancing lamination) flat pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete - 18 mm thick.

9.60A.2 Providing and fixing skirting of prelaminated with (one side sqm 1137.74 decorative and other side balancing lamination) flat pressed, 3 layer and graded particle board (medium density) grade I, type II conforming to IS : 12823, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete - 25 mm thick.

9.61.1.1B Providing and fixing first class teak wood moulded beading to metre 150.11 door and window frames with iron screws,plugs and priming coat on unexposed surface etc.complete - 50x12mm Teak wood (Burma).

9.61.1.1D Providing and fixing first class teak wood moulded beading to metre 149.60 door and window frames with iron screws, plugs and priming coat on unexposed surface etc.complete - 50x12mm Teak wood (Balasa)

9.61.1.2B Providing and fixing first class teak wood moulded beading to metre 228.86 door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete - 50x20mm Teak wood (Burma).

9.61.1.2D Providing and fixing first class teak wood moulded beading to metre 228.01 door and window frames with iron screws, plugs and priming coat on unexposed surface etc.complete - 50x20mm Teak wood (Balasa)

9.67.1B Providing and fixing plain jaffri of 35x10mm laths placed sqm 2872.64 35mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with - teak wood (Burma).

9.67.1D Providing and fixing plain jaffri of 35x10mm laths placed sqm 2861.38 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with -Teak wood (Balasa)

9.67.2Q Providing and fixing plain jaffri of 35x10mm laths placed sqm 1371.05 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with -Country wood (Vegesa / Bandaru) Yanam Page 45


9.73A Providing and fixing 18 mm thick, 150mm wide pelmet of flat metre 239.20 pressed 3 layer and graded particle board (medium density) Grade I conforming to IS : 3087) including top cover of 6 mm commercial ply wood, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets including fixing with 25 x 3mm M.S. flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all complete.

9.73Q Supplying and fixing 150mm wide pelmet using 8mm thick metre 376.87 cement bonded wooden particle board supported on 25mm thick country wood planks (Vegesa / Bandaru) and fixing of M.S. Clamp on walls, using 16mm dia aluminium pipes and couplings including two coats of paint over one coat of primer etc. complete.

9.74A.1 Extra for using veneered particle board in item of pelmet 18 metre 16.89 mm thick 150 mm wide - commercial veneering on both sides.

9.74A.2 Extra for using veneered particle board in item of pelmet 18 metre 84.47 mm thick 150 mm wide - particle board with teak veneering on both sides.

9.74A.3 Extra for using veneered particle board in item of pelmet 18 metre 15.02 mm thick 150 mm wide - prelaminated particle board with decorative lamination on one side and balancing lamination on the other side, grade I, type II, conforming to IS: 12823.

9.74B Providing and fixing teak wood lipping of size 25x3mm in metre 24.34 pelmet.

9.79.1 Providing and fixing curtain rods of 1.25mm thick chromium metre 187.96 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs etc. wherever necessary complete - 12mm diameter.

9.79.2 Providing and fixing curtain rods of 1.25mm thick chromium metre 252.48 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 20mm diameter.

9.79.3 Providing and fixing curtain rods of 1.25mm thick chromium metre 297.65 plated brass plate, with two choromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete - 25mm diameter.

9.80 Providing and fixing M.S. round or square bars at required kg 56.08 spacings in wooden frames of windows and clerestory windows.

9.81 Providing and fixing M.S.round or square bars with M.S.flats at kg 52.75 Yanam Page 46


9.82.1 Providing and fixing M.S. grills of required pattern in frames of Kg 73.25 windows etc. with M.S. flats, square or round bars etc. all complete - fixed to steel windows by welding.

9.82.2 Providing and fixing M.S. grills of required pattern in frames of Kg 75.18 windows etc. with M.S. flats, square or round bars etc. all complete - fixed to openings / wooden frames with rawl plugs.

9.83B Providing and fixing expanded metal 20x60mm strands sqm 941.42 3.25mm wide and 1.6mm thick for windows etc.including 62x19mm beading of second class teak wood (Burma).

9.83D Providing and fixing expanded metal 20x60mm strands sqm 938.16 3.25mm wide and 1.6mm thick for windows etc.including 62x19mm beading of second class teak wood (Balasa)

9.85.1B Providing and fixing fly proof galvanized M.S.wire gauze to sqm 1011.95 windows and clerestory windows including 62x19mm beading of second class teak wood (Burma) -with wire gauze of I.S.gauge designation 85g with wire of dia. 0.56mm

9.85.1D Providing and fixing fly proof galvanized M.S.wire gauge to sqm 1008.94 windows and clerestory windows including 62x19mm beading of second class teak wood (Balasa) with wire gauge of I.S. gauge designation 85g with wire of dia 0.56mm

9.85.2N Providing and fixing fly proof galvanised M.S. wire gauge to sqm 341.00 windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.63mm. With 12mm mild steel U beading.

9.87 Providing 40x5 mm flat iron hold fast 40 cm long including each 81.66 fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

9.88Q Providing beams including hoisting, fixing in position and cum 16163.54 applying wood preservatives for the unexposed surfaces etc.complete with Country wood (Vegesa/Bandaru).

9.93.1 Providing and fixing M.S. pressed butt hinges bright finished each 23.26 with necessary screws etc. complete - 125x65x2.12mm.


9.93.3 Providing and fixing M.S. pressed butt hinges bright finished each 13.98 Yanam Page 47



9.94.1 Providing and fixing M.S. pressed parliamentary hinges bright each 41.40 finished with necessary screws etc. complete - 150x125x27x2.80mm.




9.95.1 Providing and fixing M.S.single acting spring hinges bright each 90.06 finished with necessary screws etc.complete - 150mm



9.96.1 Providing and fixing M.S. double acting spring hinges bright each 109.42 finished with necessary screws etc. complete - 150mm.



9.98.1 Providing 1 mm thick M.S. piano hinges finished with nickel metre 87.55 plating and fixing with necessary screws - overall width 35

9.98.2 Providing 1 mm thick M.S. piano hinges finished with nickel metre 90.12 plating and fixing with necessary screws - overall width

9.98.3 Providing 1 mm thick M.S. piano hinges finished with nickel metre 93.99 plating and fixing with necessary screws - overall width

9.100.1 Providing and fixing M.S. sliding door bolts bright finished each 75.49 or/and black enamelled, with nuts and screws etc. complete - 300x16mm.

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9.100.2 Providing and fixing M.S. sliding door bolts bright finished each 74.20 or/and black enamelled, with nuts and screws etc. complete - 250x16mm.

9.101.1.1 Providing and fixing M.S. tower bolts (barrel type) with each 46.06 necessary screws, etc. complete bright satin finished black stove enamelled - 250 x 10 mm.

9.101.1.2 Providing and fixing M.S. tower bolts (barrel type) with each 40.60 necessary screws, etc. complete - bright satin finished black stove enamelled - 200 x 10 mm.



9.101.2.1 Providing and fixing M.S. tower bolts (barrel type) with each 135.22 necessary screws, etc. complete - Copper oxidised (back finish) - 250 x 10mm

9.101.2.2 Providing and fixing M.S. tower bolts (barrel type) with each 87.53 necessary screws, etc. complete - copper oxidised (black finish) - 200 x 10mm

9.101.2.3 Providing and fixing M.S. tower bolts (barrel type) with each 84.04 necessary screws, etc. complete - copper oxidised (back finish) - 150 x 10mm

9.101.2.4 Providing and fixing M.S. tower bolts (barrel type) with each 51.19 necessary screws, etc. complete - copper oxidised (back finish) - 100 x 10mm

9.102 Providing and fixing mild steel bright polished nickel plated each 65.66 pull bolt lock conforming to IS: 7534 with necessary nuts and screws etc.complete 85mmx42mm

9.104.1 Providing and fixing M.S.handles conforming to IS: 208 with each 9.91 necessary screws etc. complete - 125mm



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9 . Wood Work Code No. Description Unit Rate Rs. 9.105.1 Providing and fixing m.s.hooks and eyes conforming to IS: each 10.99 207 - 300mm

9.105.2 Providing and fixing M.S.hooks and eyes conforming to IS: each 9.81 207 - 250mm

9.105.3 Providing and fixing M.S.hooks and eyes conforming to IS: each 9.34 207 - 200mm

9.105.4 Providing and fixing M.S.hooks and eyes conforming to IS:207 each 8.05 - 150mm

9.105.5 Providing and fixing M.S.hooks and eyes conforming to IS:207 each 6.76 - 100mm

9.106 Providing and fixing M.S.fan light pivots with necessary screws each 10.68 etc.complete.

9.107 Providing and fixing m.s. fan light catch with necessary screws each 9.59 etc. complete.

9.108 Providing and fixing 300mm long M.S. chain with hooks for each 10.07 fan light including necessary screws etc. complete.

9.109.1 Providing and fixing M.S. safety hasp and staple conforming each 12.49 to IS: 363 with necessary screws etc. complete - 150mm.

9.109.2 Providing and fixing m.s. safety hasp and staple conforming to each 11.06 IS: 363 with necessary screws etc. complete - 115mm.

9.109.3 Providing and fixing M.S. safety hasp and staple conforming each 10.47 to IS: 363 with necessary screws etc. complete - 90mm.

9.110 Providing and fixing bright finished or/and black enamelled each 62.08 M.S. helical door spring.

9.110A.1 Providing and fixing M.S. handles for steel windows - 100 mm each 17.25 size weighing not less than 80 gms

9.110A.2 Providing and fixing M.S. handles for steel windows - 150 mm each 21.00 size weighing not less than 100 gms

9.111.1 Providing and fixing oxidised M.S. pressed butt hinges with each 30.35 necessary screws etc. complete - 125x65x2.12mm



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9.112.1 Providing and fixing oxidised M.S. pressed parliamentary each 56.58 hinges with necessary screws etc. complete - 150x125x27x2.80mm.




9.113.1 Providing and fixing oxidised M.S. single acting spring hinges each 103.48 with necessary screws etc. complete - 150mm.



9.114.1 Providing and fixing oxidised M.S. double acting spring hinges each 109.93 with necessary screws etc. complete - 150mm.



9.115.1 Providing M.S. piano hinges, finished with brass plating and metre 129.47 fixing with necessary screws etc. complete - overall width 35mm.

9.115.2 Providing M.S. piano hinges, finished with brass plating and metre 103.67 fixing with necessary screws etc. complete - overall width 50 mm.

9.115.3 Providing M.S. piano hinges, finished with brass plating and metre 110.12 fixing with necessary screws etc. complete - overall width 65 mm.

9.116.1 Providing M.S. piano hinges finished with nickel plating and metre 108.84 fixing with necessary screws etc. complete - overall width 35

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9 . Wood Work Code No. Description Unit Rate Rs. mm.

9.116.2 Providing M.S. piano hinges finished with nickel plating and metre 98.51 fixing with necessary screws etc. complete - overall width 50 mm.

9.116.3 Providing M.S. piano hinges finished with nickel plating and metre 104.95 fixing with necessary screws etc. complete - overall width 65 mm.

9.117.1 Providing and fixing oxidised M.S. Tee hinges with necessary each 38.58 screws etc. complete - 300x115x2.24mm

9.117.2 Providing and fixing oxidised M.S. Tee hinges with necessary each 31.54 screws etc. complete : 250x110x2.24mm.

9.118.1 Providing and fixing oxidised M.S. sliding door bolts with nuts each 107.64 and screws etc. complete - 300x16mm.

9.118.2 Providing and fixing oxidised m.s. sliding door bolts with nuts each 87.25 and screws etc. complete - 250x16mm.

9.119.1 Providing and fixing oxidised m.S. tower bolt black finish, each 50.22 (barrel type) with necessary screws etc. complete -

9.119.2 Providing and fixing oxidised M.S. tower bolt black finish, each 36.43 (barrel type) with necessary screws etc. complete -

9.119.3 Providing and fixing oxidised M.S. tower bolts black finish, each 25.09 (barrel type) with necessary screws etc. complete -

9.119.4 Providing and fixing oxidised M.S. tower bolts black finish, each 28.12 (barrel type) with necessary screws etc. complete -

9.120 Providing and fixing 85mm x 42mm oxidised M.S. pull bolt each 39.27 lock conforming to IS: 7534 with necessary screws, bolts, nuts and washers etc. complete.

9.121.1 providing and fixing oxidised m.s. door latches with screws etc. No 45.06 complete -300x20x6mm.

9.121.2 Providing and fixing oxidised M.S. door latches conforming to each 38.61 IS: 5930 with screws etc. complete - 250x20x6mm.

9.122.1 Providing and fixing oxidised M.S. handles conforming to IS: each 28.94 4992 with necessary screws etc. complete: 125mm.

9.122.2 Providing and fixing oxidised M.S. handles conforming to IS: each 22.39 4992 with necessary screws etc. complete - 100mm.

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9 . Wood Work Code No. Description Unit Rate Rs. 9.122.3 Providing and fixing oxidised M.S. handles conforming to IS: each 15.92 4992 with necessary screws etc. complete: 75mm.

9.124 Providing and fixing oxidised M.S. fan light pivot with each 17.32 necessary screws etc. complete.

9.125 Providing and fixing oxidised M.S. fan light catch with each 16.30 necessary screws etc. complete.

9.126 Providing and fixing 300mm long oxidised M.S. chain with each 42.59 hook for fan light including necessary screws etc. complete.

9.127.1 Providing and fixing oxidised M.S. hasp and staple (safety each 24.15 type) conforming to IS : 363 with necessary screws etc. complete - 150mm



9.127A.1 Providing and fixing oxidised M.S. casement stays (straight peg each 23.49 type) with necessary screws etc. complete. - 300 mm weighing not less than 200 gms.

9.127A.2 Providing and fixing oxidised M.S. casement stays (straight peg each 19.36 type) with necessary screws etc. complete - 250 mm weighing not less than 150 gms.

9.127A.3 Providing and fixing oxidised M.S. casement stays (straight peg each 16.78 type) with necessary screws etc. complete - 200 mm weighing not less than 120 gms.

9.127B Providing and fixing oxidised M.S. safety chain with necessary each 43.23 fixtures for doors. (weighing not less than 450 gms)

9.128.1 Providing and fixing bright finished brass butt hinges with each 223.02 necessary screws etc. complete - 125x85x5.5mm (heavy

9.128.2 Providing and fixing bright finished brass butt hinges with each 132.11 necessary screws etc. complete - 125x70x4mm (ordinary

9.128.3 Providing and fixing bright finished brass butt hinges with each 159.66 necessary screws etc. complete - 100x85x5.5mm (heavy

9.128.4 Providing and fixing bright finished brass butt hinges with each 89.27 necessary screws etc. complete - 100x70x4mm (ordinary

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9 . Wood Work Code No. Description Unit Rate Rs. 9.128.5 Providing and fixing bright finished brass butt hinges with each 74.89 necessary screws etc. complete - 75x65x4mm (heavy type).

9.128.6 Providing and fixing bright finished brass butt hinges with each 48.50 necessary screws etc. complete - 75x40x2.5mm (ordinary

9.128.7 Providing and fixing bright finished brass butt hinges with each 25.07 necessary screws etc. complete - 50x40x2.5mm (ordinary

9.129.1 Providing and fixing bright finished brass parliamentary hinges each 244.97 with necessary screws etc. complete - 150x125x27x5mm.



9.129.4 Providing and fixing bright finished brass parliamentary hinges each 204.78 with necessary screws etc. complete - 75x100x20x3.2mm.

9.134.1 Providing and fixing bright finished brass tower bolts (barrel each 252.30 type) with screws etc. complete - 250x10mm.




9.137.1 Providing and fixing bright finished brass door latch with each 195.93 necessary screws etc. complete - 300x16x5mm.

9.137.2 Providing and fixing bright finished brass door latch with each 179.15 necessary screws etc. complete - 250x16x5mm.

9.139 Providing and fixing bright finished brass 100mm mortice each 733.63 latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved

9.140 Providing and fixing bright finished brass 100mm mortice each 630.40 latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved

9.141 Providing and fixing bright finished brass night latch including each 694.93 necessary screws etc. complete (best make of approved

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9 . Wood Work Code No. Description Unit Rate Rs. 9.142.1 Providing and fixing special quality bright finished brass cup each 107.79 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 40mm.

9.142.2 Providing and fixing special quality bright finished brass cup each 120.70 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality): 50mm.

9.142.3 Providing and fixing special quality bright finished brass cup each 133.59 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 65mm.

9.142.4 Providing and fixing special quality bright finished brass cup each 146.50 board or ward robe locks with six levers including necessary screws etc. complete (best make of approved quality) - 75mm.

9.143 Providing and fixing 50mm bright finished brass cup board or each 36.32 wardrobe knob with necessary screws (best make of approved quality).

9.146.1 Providing and fixing bright finished brass handles with each 149.06 necessary screws etc. complete - 125mm.



9.149 Providing and fixing bright finished brass hanging type floor each 61.81 door stopper with necesary screws etc. complete.

9.150 Providing and fixing bright finished brass hydraulic door closer each 1006.64 (best make of approved quality) with necessary accessories and screws etc. complete.

9.150A.1 Providing and fixing bright finished brass hydraulic door closer each 1279.63 of approved quality with accessories and screws etc. complete - Sleek design type.

9.150A.2 Providing and fixing bright finished brass hydraulic door closer each 1174.05 of approved quality with accessories and screws etc. complete - Hidden type.

9.152 Providing and fixing bright finished brass casement window each 53.09 fastener with necessary screws etc. complete.

9.153.1 Providing and fixing bright finished brass casement stays each 106.25 (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.

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9 . Wood Work Code No. Description Unit Rate Rs. 9.153.2 Providing and fixing bright finished brass casement stays each 91.80 (straight peg type) with necessary screws etc. complete - 250mm weighing not less than 280 gms.

9.153.3 Providing and fixing bright finished brass casement stays each 78.90 (straight peg type) with necessary screws etc. complete - 200mm weighing not less than 240 gms.

9.155 Providing and fixing bright finished brass fan light catch with each 40.04 necessary screws etc. complete.

9.158.1 Providing and fixing bright finished brass hasp and staple each 77.20 (safety type) with necessary screws etc. complete - 150mm.



9.197 Providing and fixing chromium plated brass 100mm mortice each 669.12 latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved

9.198 Providing and fixing chromium plated brass night latch each 578.79 including necessary screws etc. complete (best make of approved quality).

9.199.1 Providing and fixing special quality chromium plated brass each 101.33 cupboard locks with six levers including necessary screws etc. complete (best make of approved quality) of size 40mm.




9.200 Providing andfixing chromium plated brass 50mm cupboard or each 59.20 wardrobe knobs with nuts complete.

9.203.1 Providing and fixing chromium plated brass handles with each 200.16 necessary screws etc. complete - 125mm

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9 . Wood Work Code No. Description Unit Rate Rs. 9.203.2 Providing and fixing chromium plated brass handles with each 167.65 necessary screws etc. complete - 100mm.

9.203.3 Providing and fixing chromium plated brass handles with each 128.94 necessary screws etc. complete - 75mm.

9.207 Providing and fixing chromium plated brass casement window each 84.83 fastener with necessary screws etc. complete.

9.208.1 Providing and fixing chromium plated brass casement stays each 130.00 (straight peg type) with necessary screws etc. complete - 300mm weighing not less than 330 gms.



9.215.1 Providing and fixing aluminium butt hinges anodised (anodic each 101.57 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 75 x 4mm.

9.215.2 Providing and fixing aluminium butt hinges anodised (anodic each 95.12 coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125 x 63 x4mm.



9.215.5 Providing and fixing aluminium butt hinges anodised (anodic each 76.68 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 63 x 3.2mm.


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9 . Wood Work Code No. Description Unit Rate Rs. 9.215.7 Providing and fixing aluminium butt hinges anodised (anodic each 46.41 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 75 x 63 x 3.2mm.



9.218.1 Providing and fixing aluminium sliding door bolts anodised each 231.49 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 300 x 16mm.

9.218.2 Providing and fixing aluminium sliding door bolts anodised each 212.13 (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete - 250 x 16mm.

9.219.1 Providing and fixing aluminium tower bolts anodised (anodic each 107.64 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 300 x 10mm.




9.219.5 Providing and fixing aluminium tower bolts anodised (anodic each 51.25 coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100 x 10mm.

9.220 Providing and fixing aluminium pull bolt lock anodised (anodic each 49.24 Yanam Page 58


9.221 Providing and fixing 50 cm long aluminium kicking plate 100 each 137.32 x 3.15mm anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete.

9.222.1 Providing and fixing aluminium handles anodised (anodic each 46.48 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 125mm.

9.222.2 Providing and fixing aluminium handles anodised (anodic each 39.32 coating not less than grade Ac 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 100mm.

9.222.3 Providing and fixing aluminium handles anodised (anodic each 33.59 coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete - 75mm.

9.223.1 Providing and fixing aluminium hanging floor door stopper each 36.33 anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Single rubber stopper.

9.223.2 Providing and fixing aluminium hanging floor door stopper each 66.83 anodised (anodic coating not less than grade Ac 10 as per Is : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete - Twin rubber stopper.

9.224 Providing and fixing aluminium casement stays anodised each 65.48 (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.225 Providing and fixing bright finished brass 100mm mortice each 773.56 latch and lock with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (best make of approved quality).

9.226 Providing and fixing aluminium tee channals (heavy duty) with metre 49.70 rollers, stop end in pelmets as curtain rod.

9.229 Providing and fixing godrej nov-tal lock - 65mm size each 351.93 9.232Q Supplying and fixing wooden partition using country wood sqm 1564.25 Yanam Page 59


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10 . Steel Work Code No. Description Unit Rate Rs.

10.1 Structural steel work in single section fixed without connecting Kg 50.57 plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.2 Structural steel work in single section fixed with connecting kg 50.26 plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.3 Structural steel work reveted or bolted in built up section, kg 56.33 trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.4 Structural steel work welded in built up section, trusses and kg 53.83 framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.5 Providing and fixing in position collapsible steel shutters with Sqm 3399.77 vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of t-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of approved steel primer.

10.6 Providing and fixing 1mm thick m.s. sheet sliding shutters with Sqm 2443.58 frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners, 25mm dia. pulley, 40x40x6mm angle and t-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.

10.7.1 Providing and fixing 1mm thick M.S. sheet door with frame of Sqm 2122.69 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all nessesary fittings complete,including applying a priming coat of approved steel primer- using M.S. angles 40x40x6mm for diagonal braces.

10.7.2 Providing and fixing 1mm thick M.S. sheet garage door with Sqm 2034.82 frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer- using flats 30x6mm for diagonal braces and central cross piece.

10.7.3 Providing and fixing perforated MS sheet of 1 mm thick of sqm 1437.64 approved make with MS flat (15 x 3 mm) beading welded at 100 mm intervals around the panels including the cost of applying a priming coat of yellow zinc chromate primer, fixing of MS 75 mm handles (size of 15 mm x 3 mm thick) and 100 mm MS tower bolts for existing steel window frames the rate including welding at site and labour charges etc.,

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10.8.1 Supplying and fixing rolling shutters of approved make, made Sqm 2709.07 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover.

10.8.2 Supplying and fixing rolling shutters of approved make, made sqm 2513.56 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover.

10.8.3 Supplying and fixing rolling shutters of approved make, made sqm 2255.47 of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters - 80 x 0.90 mm M.S. laths with 0.90 mm thick top cover.

10.9 Providing and fixing ball bearing for rolling shutters. each 329.10 10.10.1 Extra for providing mechanical device chain and crank Sqm 369.92 operation for operating rolling shutters - exceeding 10.00 sqm and upto 16.80 sqm in the area.

10.10.2 Extra for providing mechanical device chain and crank Sqm 428.58 operation for operating rolling shutters - exceeding 16.80 sqm in area.

10.10A Extra for providing grilled rolling shutters manufactured out of sqm 175.97 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in-Charge (area of grill to be measured).

10.12.1 Providing and fixing steel glazed doors of standard rolled steel Sqm 2573.27 sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone

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10 . Steel Work Code No. Description Unit Rate Rs. aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

10.12.2 Providing and fixing steel glazed windows of standard rolled Sqm 1564.06 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows fixed.

10.12.2A Providing and fixing flush butt welded steel windows of sqm 2326.40 standard rolled steel sections, joints mitred and welded with 15 x 3 mm lugs, 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) or wooden plugs and screws with bolts and nuts / welding as required including fixing perforated sheet of 1.00 mm thick in the shutter panels with M.S. flats of approved make including the cost of applying a priming coat of zinc primer etc., complete -

10.12.3 Providing and fixing steel glazed windows of standard rolled Sqm 2103.67 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20cm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - windows-side hung.

10.12.3A Providing and fixing flush butt welded steel windows of sqm 2988.41 standard rolled steel sections, joints mitred and welded with 15 x 3 mm lugs, 10 cm long with steel lugs, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) or wooden plugs and screws with fixing bolts and nuts / welding as required, including fixing perforated sheet of 1.00 mm thick of Yanam Page 63

10 . Steel Work Code No. Description Unit Rate Rs. approved make, with M.S. flat beading welded around the panels including the cost of applying a priming coat of zinc primer, fixing of MS 75 mm handles (size of 15mm x 3 mm thick) and 100 mm MS tower bolts and hinges etc. complete - windows side hung.

10.12.4 Providing and fixing steel glazed ventilators of standard rolled Sqm 2103.67 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-top hung.

10.12.5 Providing and fixing steel glazed ventilators of standard rolled Sqm 2103.67 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, with steel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing or glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - ventilators-centre hung.

10.12.6.1 Providing and fixing steel glazed windows of standard rolled Sqm 1564.06 steel sections, joints mitred and welded with 15 x 3mm lugs, 10cm long, withsteel lugs, embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required - In composite units of doors, windows and ventilators - For overall portion treated as fixed.

10.13 Extra for providing and fixing steel beading of approved shape metre 39.81 and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units.

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10 . Steel Work Code No. Description Unit Rate Rs. 10.14 Providing and fixing t-iron frames for doors, windows and Kg 66.00 ventilators of mild steel tee-sections, joints mitred and welded with 15 x 3mm lugs 10cm long embedded in cement concrete blocks 15 x 10 x 10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including fixing or necessary butt hinges and screws and applying a priming coat of approved steel primer.

10.15.1 Providing and fixing pressed steel door frames manufactured metre 242.07 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile A.

10.15.2 Providing and fixing pressed steel door frames manufactured metre 234.76 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile B.

10.15.3 Providing and fixing pressed steel door frames manufactured metre 269.95 from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshhold of mild steel angle of section 50 x 25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by engineer-in-charge - profile C.

10.16.1 Steel work in built up tubular trusses including cutting, hoisting, Kg 85.64 fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished welded type tubes (conforming to is : 1161-1979).

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10.16.2 Steel work in built up tubular trusses including cutting, hoisting, Kg 91.80 fixing in position in plates for connecting truss members in purlins, tie runners including providing necessary anchor bolts etc. and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - hot finished seamless type tubes (conforming to is : 1161-1979)

10.16.3 Steel work in built up tubular trusses including cutting, hoisting, Kg 97.96 fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete - electric resistance or induction butt welded tubes (conforming to is: 1161-1979).

10.17 Providing and fixing 20x6mm mild steel 15cm long clamps for each 39.08 securing chick tops.

10.18 Providing and fixing mild steel rings of 6mm round for bar and each 26.17 40mm internal dia for fastening ropes of chicks.

10.19 Providing and fixing M.S. fan clamp type-i of 16mm dia m.s. each 89.53 bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete.

10.20 Extra over rate of code no.10.19 for providing and fixing M.S. cm.heig 1.34 fan lamp type-ii as per design in R.C.C. beams during laying towards the additional height of the clamp due to beam rib.

10.21 Providing and fixing circular cast iron box for ceiling fan each 118.92 clamp 140mm internal dia, 73mm height, 5mm thick rim bottom and top lids, 1.5mm thick M.S. sheet with its top surface backed for proper bonding top lid shall be screwed into the cast iron box by means of 3.3mm dia round headed screws, one lock at the corners. clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

10.21A Providing and fixing circular/hexagonal M.S. sheet ceiling fan each 88.42 box with of internal dia 140mm, 73mm height, 3mm thick rim bottom and top lids, 1.5mm thick M.S. sheet. lid shall be screwed into M.S. box by means of 3mm round headed screws, clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing with over all length as 80cm.

10.22 Providing and fixing M.S. round holding down bolts with nuts Kg 54.20 and washer plates complete.

10.23 Providing and fixing bolts upto 300mm in length including kg 67.03 nuts and washers complete.

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10 . Steel Work Code No. Description Unit Rate Rs. 10.24 Providing and fixing bolts above 300mm in length including kg 67.03 nuts and washers complete.

10.25 Providing and fixing m.s. rivets of sizes in position. Kg 88.19 10.26 Welding by gas plant including transportation of gas welding metre 1.17 plant at site etc. complete.

10.27 Welding by electric plant including transportation of electric metre 1.07 welding plant at site etc. complete.

10.28 Providing and fixing bright finished brass casement window each 62.37 fasteners of minimum weight 200gms to side hung steel windows with necessary welding and machine screws etc. complete.

10.29 Providing and fixing bright finished brass peg stays 300mm each 113.98 long of minimum weight 330gms. to side hung steel windows with necessary welding and machine screws etc. complete

10.30.1 Providing and fixing bright finished brass peg stays to steel each 113.98 ventilators with necessary welding and machine screws etc. complete - 300mm long of minimum weight of 330 gms.

10.30.2 Providing and fixing bright finished brass peg stays to steel each 101.08 ventilators with necessary welding and machine screws etc. complete - 250mm long of minimum weight of 280 gms.

10.30.3 Providing and fixing bright finished brass peg stays to steel each 88.17 ventilators with necessary welding and machine screws etc. complete- 200mm long of minimum weight of 240gms.

10.31 Providing and fixing 14mm bright finished brass spring catch each 46.88 to steel centre hung ventilators with necessary welding and machine screws etc. complete.

10.31B supplying and fixing of steel grill work of m.s. Kg 56.57 angles,flats,squares and pipes including cost of welding charges, fixing in position in masonry walls with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 12.5mm nnominal size) including one coat of priming coat etc. complete.

10.32.1 Steel work welded in built up section / framed work including kg 60.43 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringes, treads, landings etc. of stair cases including use of chequered plate wherever required; all

10.32.2 Steel work welded in built up sections/ framed work including Kg 62.07 cutting hoisting, fixing in position and applying a priming coat

Yanam Page 67

10 . Steel Work Code No. Description Unit Rate Rs. of approved steel primer using structural steel etc. as required. - in gratings, frames, guard bar, ladders, railings, brackets, gates and similar works.

10.33.1 Providing and fixing hand rail by welding etc. to steel ladder kg 83.11 railing, balcony railing & staircase railing including applying a coat of steel primer - M.S. tubes (medium) 40 mm nominal

10.33.3 Providing and fixing hand rail by welding etc. to steel ladder kg 107.44 railing, balcony railing & staircase railing including applying a coat of steel primer - G.I. pipes 40 mm nominal bore. ( Class B)

Yanam Page 68

11 . Flooring Code No. Description Unit Rate Rs.

11.1.1 Brick on edge flooring with bricks of class designation 35 Sqm 420.34 including cement slurry etc. complete in cement mortar 1:4(1 cement: 4 coarse sand).

11.1.2 Brick on edge flooring with bricks of class designation 35 Sqm 385.03 including cement slurry etc. complete in cement mortar 1:6 (1 cement:6 sand).

11.3 Extra for brick flooring laid diagonal herring bone bond or Sqm 14.59 other pattern as specified.

11.4.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 Sqm 188.70 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 25mm thick with 12.5mm nominal size stone aggregate.

11.4.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 Sqm 263.81 graded stone aggregate) finished with a floating coat of neat cement including cement slurry. but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate.

11.4.3 Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4 Sqm 312.51 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 50mm thick with 20mm nominal size stone aggregate.

11.4.4 Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 Sqm 431.55 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete - 75mm thick with 20mm nominal size stone aggregate.

11.8 52mm thick cement concrete flooring with metallic concrete Sqm 382.06 hardener topping under layer 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick metallic concrete hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 ( 4 parts of cement : 1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding of edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.9 62mm thick cement concrete flooring with metallic concrete Sqm 426.70 hardener topping under layer 50mm thick cement concrete 1:2:4(1 cement:2 sand:4 graded stone aggregate of 20mm nominal size) and top layer 12mm thick metallic cement Yanam Page 69

11 . Flooring Code No. Description Unit Rate Rs. hardener consisting of mix 1:2(1 cement hardener mix :2 stone aggregate 6mm nominal size) by volume with which metallic hardening compound of approved quality is mixed in the ratio 4:1 (4 parts of cement:1 part of metallic floor hardening compound of approved quality) by weight including cement slurry, rounding off edges and strips etc. but excluding the cost of nosing of steps etc. complete.

11.10.1 Cement plaster skirting (upto 30cm height) with cement Sqm 204.20 mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 18mm thick.

11.10.2 Cement plaster skirting (upto 30cm height) with cement Sqm 216.32 mortar 1:3(1 cement :3 sand) finished with a floating coat of neat cement including rounding of junctions with floor - 21mm

11.11.1 Red oxide plaster skirting (upto 30cm height) with top layer of Sqm 248.50 6mm thick plaster of cement mix using 3.5kg. of red oxide of iron per 50kg. of cement in mortar 1:3(1 cement:3 sand) finished with a floating coat of cement red oxide mix of same proportion -18mm thick with under layer of 12mm thick cement plaster 1:3(1 cement :3 sand)

11.11.2 Red oxide plaster skirting (upto 30cm height ) with top layer Sqm 259.82 of 6mm thick plaster of cement mix, using 3.5kg. of red oxide of iron per 50 kg of cement in mortar 1:3(1 cement: 3 sand) finished with a floating coat of cement red oxide mix of same proportion -21mm thick with under layer 15mm thick cement plaster 1:3 (1 cement:3 sand).

11.12 Add or deduct for using more or less than 3.5kg of red oxide of Sqm 12.71 iron per 50kg of cement in 18mm or 21mm thick red oxide plaster skirting.

11.13 Cement concrete pavement (25mm to 50mm thick) with Cum 5075.51 1:2:4(1 cement:2 sand:4 graded stone aggregate 20mm nominal size) including finishing complete.

11.14 Extra for making chequers of approved pattern on cement Sqm 18.27 concrete floors, steps landing, pavements etc.

11.15.1 40mm thick marble chips flooring rubbed and polished to Sqm 399.03 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark shade Yanam Page 70

11 . Flooring Code No. Description Unit Rate Rs. pigment with ordinary cement.

11.15.2 40mm thick marble chips flooring rubbed and polished to Sqm 474.20 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.15.3 40mm thick marble chips flooring rubbed and polished to Sqm 449.17 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50%white cement and 50% ordinary cement.

11.15.4 40mm thick marble chips flooring rubbed and polished to Sqm 424.66 granolithic finish under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.15.5 40mm thick marble chips flooring rubbed and polished to Sqm 430.68 granolithic finish, under layer 34mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement.

11.16.1 40mm thick marble chips flooring, rubbed and polished to Sqm 409.34 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, Yanam Page 71

11 . Flooring Code No. Description Unit Rate Rs. chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - dark shade pigment with ordinary cement.

11.16.2 40mm thick marble chips flooring, rubbed and polished to Sqm 516.59 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with white cement.

11.16.3 40mm thick morble chips flooring, rubbed and polished to Sqm 480.78 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size ) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.16.4 40mm thick marble chips flooring, rubbed and polished to Sqm 446.57 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - white cement without any pigment.

11.16.5 40mm thick marble chips flooring, rubbed and polished to Sqm 454.48 granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete - light shade pigment with ordinary cement. Yanam Page 72


11.18.1.1 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 455.01 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary cement.

11.18.1.2 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 530.18 to granolithic finish, top layer 6mm thick with black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with white cement.

11.18.1.3 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 505.15 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.18.1.4 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 480.64 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow and baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - white cement without any pigment.

11.18.1.5 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 486.66 to granolithic finish, top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume - 18mm thick with under layer 12mm thick in cement plaster 1:3 (1 cement : 3 sand) - light shade pigment with ordinary cement. Yanam Page 73


11.18.2.1 Marble chips skiriting (upto 30cm height ) rubbed and polished Sqm 466.33 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement : 1 marble powder) by weight in proporation of 4:7 (4 cement :7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) - dark shade pigment with ordinary

11.18.2.2 Marble chips skirting (upto 30cm height)rubbed and polished Sqm 541.50 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3cement : 1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips ) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigment with white cement.

11.18.2.3 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 516.46 to granolithic finish,top layer 6mm thick with white,black,chocolate, grey,yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 ( 3 cement :1 marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement 3 sand) -medium shade pigment with approximately 50% white cement and 50% ordinary cement.

11.18.2.4 Marble chips skirting ( upto 30cm height) rubbed and polished Sqm 491.95 to granlithic finish, top layer 6mm thick with white,black,chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement :1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix:7 marble chips)by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -white cement without any pigment

11.18.2.5 Marble chips skirting (upto 30cm height) rubbed and polished Sqm 509.64 to granolithic finish,top layer 6mm thick with white, black, chocolate, grey, yellow or baroda green marble chips of sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3cement :1 marble powder) by weight in proportion of 4:7 (4 cement marblee powder mix : 7 marble chips) by volume: 21mm thick with under layer 15mm thick in cement plaster 1:3 (1 cement : 3 sand) -light shade pigmenrt with ordinary cement.

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11.19 Providing and fixing aluminium strips 40mm wide and 2mm metre 78.28 thick in joints of terrazo floor.

11.20.1 Providing and fixing glass strips in joints of terrazo/cement metre 26.14 concrete floors:-40mm wide and 4mm thick.

11.20.2 Providing and fixing glass strips in joints of terrazo/cement metre 27.43 concrete floors:-40mm wide and 6mm thick.

11.23 Extra for terrazo flooring laid as floor borders, margins and Sqm 13.02 similar bands exceeding 7.5cm but not exceeding 30cm in width.

11.24 Extra for laying terrazo flooring on stair case treads not Sqm 19.53 exceeding 30cm in width including cost of forming, nosing etc.

11.25 Extra for laying terrazo in narrow bands not exceeding 7.5cm metre 1.39 in width.

11.26 Extra for making moulded nosing in terrazo including returned metre 59.51 moulded ends and angles to mouldings.

11.27 Special surface finishing to treads, risers and the ends of Sqm 31.03 concrete steps and the like, including form work.

11.28.1 Crazy marble stone flooring including filling the gaps with light Sqm 613.87 shade pigment with white cement marble powder mixture (3 parts of white cement : 1part of marble powder) by weight in the proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume) and under layer of 25mm thick cement concrete 1:2:4( 1 cement:2 sand :4 graded stone aggregate 12.5 nominal size) rubbing and polishing cement slurry etc. complete: 20mm thick grazy marble stone white, black or as specified.

11.29A.1 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 701.57 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.29A.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 606.94 upto 6mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

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11.29A.3 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 578.95 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.29A.4 Precast terrazo tiles 20 mm thick with marble chips of sizes Sqm 537.29 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with precast tiles on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - ordinary cement without any pigment.

11.30 Extra if terrazo tiles are laid in treads of steps not exceeding Sqm 21.88 30cm in width.

11.31.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 849.08 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white

11.31.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 730.16 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement.

11.31.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 673.98 upto 6mm in skirting and risers of steps not exceeding 30cm in height, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of -- dark shades using ordinary cement.

11.32.1 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 832.45 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - light shades using white cement.

11.32.2 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 713.53 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of - medium shades using approximately 50% white cement and 50% ordinary cement. Yanam Page 76


11.32.3 Precast terrazo tiles 20mm thick with marble chips of sizes Sqm 657.35 upto 6mm fixed on walls, on 12mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of -- dark shades using ordinary cement.

11.33 Extra if cut tiles other than half tiles are used in risers of steps Sqm 80.07 skirting and dado.

11.34A.1 Chequered terrazo tiles 22 mm thick with marble chips of sizes Sqm 722.21 upto 6 mm laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shade using white cement.

11.34A.2 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 635.33 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.34A.3 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 571.21 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - dark shades using

11.34A.4 Chequerred terrazo tiles 22 mm thick with marble chips of Sqm 529.54 sizes upto 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of - cement mortar 1:4 (1 cement : 3 sand) - ordinary cement

11.34B.1 Chequerred precast cement concrete tiles 22 mm thick with Sqm 929.25 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

11.34B.2 Chequerred precast cement concrete tiles 22 mm thick with Sqm 858.11 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - medium shade using 50 % white cement 50 % ordinary cement.

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11.34B.3 Chequerred precast cement concrete tiles 22 mm thick with Sqm 713.16 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - dark shade using ordinary cement.

11.34B.4 Chequerred precast cement concrete tiles 22 mm thick with Sqm 671.49 marble chips of size 6 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and cleaning complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) - ordinary cement without any pigment.

11.35.2.1 Chequerred terrazo tiles 30mm thick with marble chips of sizes Sqm 783.87 upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - light shades using white cement.

11.35.2.2 Chequerred terrazo tiles 30mm thick with marble chips of sizes Sqm 669.11 upto 6mm in stair treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - medium shades using approximately 50% white cement and 50% ordinary cement.

11.35.2.3 Chequerred terrazo tiles 30mm thick with marble chips of sizes Sqm 600.90 upto 6mm in stairs treads jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing, rounding of nosing etc. complete on 20mm thick bed of - cement mortar 1:4 (1 cement : 4 sand) - dark shades using ordinary cement.

11.36A Colour glazed tiles of minimum thickness 5mm in flooring Sqm 734.00 treads of steps and landings laid on a bed of 10mm thick cement mortar 1:3 (1 cement : 3 sand) finished with flush pointing in white cement and matching pigment etc. (Johnson /Somany)

11.36B Providing and fixing glazed screen printed tiles of minimum Sqm 821.02 thickness 5 mm of approved design, colour and shade in skirting, risers of steps and dados on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with white cement slurry mixed with matching pigment etc. complete.

11.36C.1.1 Providing and fixing 10 mm thick acid and alkali resistant tiles sqm 871.99 of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting Yanam Page 78

11 . Flooring Code No. Description Unit Rate Rs. cement as per is : 4457 complete as per the direction of engineer-in-charge in flooring on a bed of 10 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.36C.2.1 Providing and fixing 10 mm thick acid and alkali resistant tiles sqm 784.56 of approved make and colour using acid and or alkali resisting mortar bedding and joints filled with acid and or alkali resisting cement as per is : 4457 complete as per the direction of engineer-in-charge in dado / skirting on 12 mm thick mortar 1:4 (1 cement : 4 sand) acid and alkali resistant tile.

11.38 White glazed tiles of minimum thickness 5mm in skirting Sqm 783.93 risers of steps and dado on 12mm thick cement plaster 1:3 (1 cement : 3 sand) and jointed with white cement slurry and matching pigment etc.,(Johnson/Somany)

11.41A.1.1 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 666.54 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. marble tiles (polished) raj nagar -

11.41A.2.1 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 660.55 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. ceramic tiles (as per manufactures specifications) Not less than 5.5mm thick.

11.41A.3 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 707.61 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. plain coloured glazed tiles 5 mm thick. (Johnson / Somany)

11.41A.3A Providing and fixing terracotta tile work in skirting, wall sqm 629.20 facing over 12 mm thick bed of cement mortar 1:3 and jointed with cement slurry including pointing in white cement mixed with pigment of matching shades complete.

11.41A.4 Tile work in skirting, risers of steps and dado (upto 2 m Sqm 707.61 height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. factory printed glazed tiles 5 mm

11.41A.5 Tile work in skirting risers of steps and dado (upto 2m height) sqm 1461.07 over 12mm thick bed of cement mortar 1:3 (one cement : three sand) and jointed with grey cement slurry at 3.3kg/sqm including pointing in white cement mixed with pigment of Yanam Page 79

11 . Flooring Code No. Description Unit Rate Rs. matching shade complete.Baroda green marble 15mm thick.

11.42.2.1 Marble stone flooring over 20mm(average) thick base laid and Sqm 2148.10 jointed with grey cement slurry including rubbing and polishing complete with -15mm thick makrana white second quality marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.2.1A Marble stone flooring over 20mm(average) thick base laid and sqm 1487.05 jointed with grey cement slurry including rubbing and polishing complete with -15mm thick Mourvadu white marble -base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1 Marble stone flooring with 15mm thick marble stone over Sqm 1385.86 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick makrana doongri adanga - base in cement mortar 1:4 (1 cement:4 sand)

11.42.5.1A Marble stone flooring with 15mm thick marble stone over sqm 1487.05 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with 15mm thick Baroda green Marble base in cement mortar 1:4 (one cement and four sand)

11.42.18.1 Marble stone flooring with 15mm thick marble stone over Sqm 1473.56 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick Pink plain marble - base in cement mortar 1:4 (1 cement:4 sand)

11.42.21.1 Marble stone flooring with 15mm thick marble stone over Sqm 1669.17 20mm (average) thick base laid and jointed with grey cement slurry including rubbing and polishing complete with - 15mm thick Kumari grey marble - base in cement mortar 1:4 (1 cement:4 sand)

11.43 Extra if pigment is used in the cement slurry to match the Sqm 4.96 shade of the marble slabs.

11.44 Extra if white cement slurry is used instead of grey cement Sqm 8.17 slurry (in joints of marble stone flooring or tiles).

11.46 Extra for nosing in marble stone for treads. metre 156.15 11.47 Extra for marble stone flooring in treads of steps, not Sqm 158.82 exceeding 30cm in width.

11.48.1.2 Kota stone slab flooring over 20mm (average) thick base laid sqm 911.00 over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing

Yanam Page 80

11 . Flooring Code No. Description Unit Rate Rs. complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) - 25 mm thick.

11.49 25mm thick kota stone slab in risers of steps skirting, dado and Sqm 913.38 pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.64.1.1 Providing and fixing homogeneous Polyvinyl chloride sheet in Sqm 492.46 flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick - sheet.

11.64.1.2 Providing and fixing homogeneous Polyvinyl chloride tile in sqm 613.35 flooring and skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 1.5mm thick - tiles

11.64.2.1 Providing and fixing Polyvinyl chloride sheet in flooring and Sqm 560.21 skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - sheet.

11.64.2.2 Providing and fixing Polyvinyl chloride tile in flooring and Sqm 570.24 skirting in approved pattern on a smooth and damp proof base using rubber based adhesives of approved quality including rolling with light wooden roller weighing about 5kg. all complete as directed by the engineer-in-charge - 2mm thick - tile.

11.66.1 Rubber sheet flooring plain or marble of required colour on a Sqm 344.65 smooth and damp proof base using rubber adhesive of approved quality including pressing the sheets/tiles with a suitable tool to get a smooth surface all complete as directed by the engineer-in-charge - 3.2 mm thick.

11.73 Thanthoori stone slab flooring over 20mm (average) thick Sqm 722.44 base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base in cement mortar 1:4 (1 cement : 4 sand) - Thanthoori stone slab 25mm thick.

11.74 Thanthoori stone slabs 25mm thick in risers of steps (except Sqm 832.12 staircase risers) skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and Yanam Page 81

11 . Flooring Code No. Description Unit Rate Rs. jointed with gray cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.75 25mm thick cuddappah stone slab in risers of steps skirting, Sqm 1005.03 dado, pillars laid on 12mm [average] thick cement mortar 1:3 (1 cement :3 coarse sand) and jointed with cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing etc. complete.

11.76 Thanthoori stone slabs 25mm thick of length equal to width of Sqm 827.76 staircase and width equal to tread/riser of staircase laid on 20mm (average) thick cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

11.81 Providing and laying in floors fully vitrified tiles of thickness sqm 1495.44 not less than 10mm of size 60cm x 60cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.82 Providing and laying in floors fully vitrified tiles of thickness sqm 1718.41 not less than 10mm of size 60cm x 60cm of premium quality make of Bell tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.83 Providing and laying in floors fully vitrified tiles of thickness sqm 1119.14 not less than 8mm of size 45cm x 45cm of premium quality make of Johnson/Regency/Naveen tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.84 Providing and laying in floors rectified tiles of thickness not sqm 882.21 less than 8mm of size 40.50cm x 40.50cm of premium quality make of Johnson/ Regency/ Naveen/ Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete.

11.84A Providing and laying in floors ceramic tiles of thickness not sqm 714.97 less than 6mm of size 30cm x 30cm of premium quality make of Johnson/ Regency/ Naveen/ Kajaria tiles of approved colour and design laid on 20mm thick cement mortar 1:4 (one cement : four sand ) including grouting the joints with white cement and matching pigment etc.,complete. Yanam Page 82


11.84B Providing and laying 22 mm thick factory made pre polished sqm 785.48 cement concrete flooring tiles of required colour and design over 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and jointed with cement slurry mixed with an admixture of pigment to match the shade of the tile - Endura/Ultra.

11.88 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 984.34 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 45x45cm 8mm thick.Premium quality make of Johnson/Regency/Naveen of approved colour and

11.89 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 1564.47 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60x60cm 10mm thick.Premium quality make of Bell approved colour and design.

11.90 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 1348.60 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Fully vitrified tiles 60x60cm 10mm thick. Premium quality make of Johnson/Regency/Naveen tiles of approved colour and

11.91 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 754.99 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Rectified tiles 40.50x40.50cm 8mm thick.Premium quality make of Johnson/ Regency/ Naveen/ Kajaria of approved colour and design.

11.92 Tile work in skirting, risers of steps over 12mm thick bed of Sqm 593.08 cement mortar 1:3 (1 cement : 3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete - Ceramic tiles 30x30cm 6mm thick.Premium quality of Johnson/ Regency/ Naveen/ Kajaria of approved colour and

11.93 Flamed Granite stone flooring with 18mm thick flamed sqm 2247.22 Granite stone over 20mm (average) thick base laid and joined with grey cement slurry complete with - 18mm thick polished Ruby red granite - base in cement mortar 1:4 (1 cement:4

11.94 Extra for nosing/rounding off edges in flamed granite stone for Rmt 156.15 treads/floor edges of 40mm thick(half round) with required finish etc. complete. Yanam Page 83


11.95 Providing and laying 30 mm thick Flame finished dressed sqm 1909.52 granite slab over 20 mm thick with cement mortar 1:4 and cement mortar 1:4 pointing.

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12 . Roofing Code No. Description Unit Rate Rs.

12.1.1 Providing corrugated G.S. sheet roofing fixed with G.I. J or l Sqm 1000.78 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.60 mm thick with zinc coating not less than 350 gm/sqm.

12.1.2 Providing corrugated G.S. sheet roofing fixed with G.I J or l Sqm 813.47 hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.25 mm thick with zinc coating not less than 350 gm/sqm.

12.1.3 Providing corrugated G.S. sheet roofing fixed with G.I. J or l Sqm 680.03 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 1.00 mm thick with zinc coating not less than 275 gm/sqm.

12.1.4 Providing corrugated g.s. sheet roofing fixed with g.i. j or l Sqm 574.34 hooks, bolts and nuts 8 mm diameter with bitumen and g.i. limpet washers or with g.i. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto a pitch of 60 degrees) excluding the cost of purlins, rafters and trusses - 0.80 mm thick with zinc coating not less than 275 gm/sqm.

12.2 Extra for providing and fixing corrugated G.S.sheets vertically sqm 5.72 or to a pitch exceeding 60 degree.

12.9.5 Providing and fixing 15cm wide 45cm over all semi circular metre 365.07 plain G.S. sheet gutter with iron brackets 40 x 3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/sqm.

12.10.1 Providing asbestos cement 6mm thick corrugated sheets Sqm 211.47 roofing and fixing with g.i.j or l hooks, bolts and nuts 8mm dia. g.i.plain and bitumen washers complete excluding the cost of purlins, rafters and trusses - corrugated sheets upto 60 degree pitch.

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12 . Roofing Code No. Description Unit Rate Rs.

12.10.2 Providing asbestos cement 6mm thick corrugated sheets Sqm 217.33 roofing and fixing with g.i. j or l hooks, bolts and nuts 8mm dia. g.i. plain and bitumen wwwashers complete excluding the cost of purlins, rafters and trusses - corrugated sheets above 60 degree pitch.

12.13 Extra for providing and fixing wind ties of 40 x 6 mm flat iron metre 93.09 section.

12.14.3 Providing and fixing ridges and hips in asbestos cement sheet metre 228.44 roofing - Close fitting adjustable ridges.

12.14.4 Providing and fixing ridges and hips in asbestos cement sheet metre 212.59 roofing - North light adjustable ridges.

12.15.3 Providing and fixing asbestos cement roofing accesories with metre 212.19 galvanised iron J or L hookes bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitument washers complete - North light and ventilator curves.

12.20 Providing flat iron brackets 50 x 3 mm size with necessary metre 25.05 bolts, nuts and washers etc. for fixing asbestos cement / g.s sheets gutters with purlins.

12.29.1 Painting top of roofs with bitumen of approved quality at Sqm 81.51 17kg/10sqm impregnated with a coat of coarse sand at 60cudm/10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete - with residual type petroleum bitumen of penetration 80/100.

12.33A Providing and laying pressed clay tiles (as per approved sqm 425.35 pattern 18 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finsihed neat complete.

12.34L Lime concrete terracing on roofs of required thickness laid to cum 2610.60 fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 lime putty : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parapet wall complete.

12.39 Making khurras 45x45cm with average minimum thickness of each 193.66 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over p.v.c. sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet

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12 . Roofing Code No. Description Unit Rate Rs. 12.57.2 Providing and fixing flat pressed 3 layer medium density Sqm. 483.38 particle board sheet Grade I confirming to IS:3087 in ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 12mm thick.

12.57.3 Providing and fixing flat pressed 3 layer particle board sheet Sqm. 586.62 ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) - 18mm thick.

12.58.1 Providing and fixing plain A.C. sheet ceiling of approved Sqm. 251.11 quality with necessary nails etc. complete (frame work to be paid separately) - 4mm thick.

12.58.2 Providing and fixing plain A.C. sheet ceiling of approved Sqm. 277.07 quality with necessary nails etc. complete (frame work to be paid separately) - 6mm thick.

12.68.3 Providing and fixing 40 mm dia PVC pipe outlet fixed in C.M metre 271.96 1:4 (1 cement :4 sand) including cutting and making good the wall as directed.

12.69.2 Providing and fixing on wallface S.C.I. rain water pipes metre 316.50 including filling the joints with spun yarn, soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - 100mm diameter.


12.70.2 Providing, fixing and embedding cast iron (S&S) class LA rain metre 1115.69 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking to be paid for separately) - 100mm diameter.

12.70.3 Providing, fixing and embedding cast iron (S&S) class LA rain metre 1807.36 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 150mm diameter.

12.71.2 Providing and fixing M.S. holder bat clamps of approved each 88.07 design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc - 100mm diameter.

12.71.3 Providing and fixing M.S. holder bat clamps of approved each 103.91 design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix

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12 . Roofing Code No. Description Unit Rate Rs. (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc - 150mm diameter.

12.72.1.2 Providing and fixing on wall face C.I. accessories for rain water each 294.85 pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 100mm diameter.

12.72.1.3 Providing and fixing on wall face C.I. accessories for rain water each 371.51 pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain bend - 150mm diameter.

12.72.3.2 Providing and fixing on wall face C.I. accessories for rain water each 294.85 pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 sand) - C.I. plain shoes - 100mm diameter.


12.73.2 Providing lead caulked joints to sand cast iron rain water pipes each 252.12 and fittings - 100mm diameter pipe.


12.74.1.2 Providing, fixing and embedding sand cast iron accessories for each 147.04 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 100mmdiameter.

12.74.1.3 Providing, fixing and embedding sand cast iron accessories for each 328.37 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 150mmdiameter.

12.74.2.2 Providing, fixing and embedding sand cast iron accessories for each 123.57 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 100mm diameter.

12.74.2.3 Providing, fixing and embedding sand cast iron accessories for each 234.52 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead

Yanam Page 88

12 . Roofing Code No. Description Unit Rate Rs. caulking will be paid for separately) - sand cast iron plain shoes - 150mm diameter.

12.78.1 Providing and fixing on wall/column face unplasticised - PVC metre 140.75 rain water pipes (type A pipes) conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm diameter.

12.78.2 Providing and fixing on wall face/column unplasticised - PVC metre 240.36 rain water pipes (type A pipes) conforming to IS :13592 including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. single socketed pipes 110mm diameter.

12.79.1.1 Providing and fixing on wall face/column face unplasticised - each 109.95 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 75 mm.

12.79.1.2 Providing and fixing on wall face/column face unplasticised - each 122.34 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - coupler - 110 mm.

12.79.2.1 Providing and fixing on wall face/column face unplasticised - each 99.86 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 75 mm.

12.79.2.2 Providing and fixing on wall face/column face unplasticised - each 137.19 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single pushfit coupler - 110 mm.

12.79.3.1 Providing and fixing on wall face/column face unplasticised - each 161.55 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee with door - 75 x 75 x 75 mm.

12.79.3.2 Providing and fixing on wall face/column face unplasticised - each 239.35 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee with door - 110 x 110 x 110

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12 . Roofing Code No. Description Unit Rate Rs. 12.79.4.1 Providing and fixing on wall face/column face unplasticised - each 145.36 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 75 x 75 x

12.79.4.2 Providing and fixing on wall face/column face unplasticised - each 215.59 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single tee without door - 110 x 110 x 110 mm.

12.79.5.1 Providing and fixing on wall face/column face unplasticised - each 98.44 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 75 mm bend.

12.79.5.2 Providing and fixing on wall face/column face unplasticised - each 141.00 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 87.5 degree - 110 mm bend.

12.79.6.1 Providing and fixing on wall face/column face unplasticised - each 168.60 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 75 mm shoe.

12.79.6.2 Providing and fixing on wall face/column face unplasticised - each 290.15 PVC moulded fittings/accssories for unplasticisd - PVC rain water pipes conforming to IS : 13592 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - shoe (plain) - 110 mm shoe.

12.80.1 Providing and fixing unplasticised-PVC pipe clips of approved each 111.50 design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 75 mm dia. pipe.

12.80.2 Providing and fixing unplasticised-PVC pipe clips of approved each 135.79 design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 sand) and making good the walls etc. complete.- 110mm dia. pipe.

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13 . Finishing Code No. Description Unit Rate Rs.

13.8.2 12 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand) sqm 99.22 13.8.3 12 mm cement plaster of mix - 1:5 (1 cement : 5 fine sand). sqm 94.09 13.8.4 12 mm cement plaster of mix - 1:6 (1 cement : 6 fine sand). sqm 87.50 13.9.2 15 mm cement plaster on the rough side of single or half brick sqm 115.57 wall of mix - 1:4 (1 cement : 4 fine sand).

13.9.2A 15mm cement plaster on the rough side of single or half brick sqm 108.04 wall of mix 1:5 (1 cement : 5 fine sand)

13.9.4 15 mm cement plaster on the rough side of single or half brick sqm 101.58 wall of mix - 1:6 (1 cement : 6 fine sand).

13.10.2 20 mm cement plaster of mix - 1:4 (1 cement : 4 fine sand). sqm 140.97 13.10.4 20 mm cement plaster of mix - 1:6 (1 cement : 6 fine sand). sqm 122.74 13.14.1 12 mm cement plaster finished with a floating coat of neat sqm 136.66 cement - of mix - 1:3 (1 cement : 3 fine sand).

13.14.2 12 mm cement plaster finished with a floating coat of neat sqm 124.94 cement - of mix - 1:4 (1 cement : 4 fine sand).

13.16.1 20 mm cement plaster finished with a floating coat of neat sqm 184.91 cement of mix 1:3 (1 cement : 3 fine sand).

13.16.2 20 mm cement plaster finished with a floating coat of neat sqm 166.68 cement of mix - 1:4 (1 cement : 4 fine sand).

13.24.1 6 mm cement plaster to ceiling of mix - 1:3 (1 cement : 3 fine sqm 79.42 sand).

13.25 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with sqm 108.76 a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

13.26 Neat cement punning. sqm 26.97 13.29.1 18 mm cement lime plaster in two coats under layer 12 mm sqm 140.47 cement plaster 1:5 (1 cement : 5 sand) finished with 6 mm cement lime plaster of mix 1:1:6 (1 cement : 1 lime putty: 6 fine sand).

13.36.1 Extra for providing and mixing water proofing material in sqm 6.16 cement plaster works in proportion recommended by the manufacturers - 12 mm cement plaster 1:3 (1 cement : 3

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13 . Finishing Code No. Description Unit Rate Rs. 13.36.2 Extra for providing and mixing water proofing material in sqm 4.62 proportion recommended by the manufacturers - 12 mm cement plaster 1:4 (1 cement : 4 sand).

13.36.3 Extra for providing and mixing water proofing material in sqm 7.30 proportion recommended by the manufacturers - 15 mm cement plaster 1:3 (1 cement : 3 sand).



13.36.6 Extra for providing and mixing water proofing material in sqm 7.01 proportion recommended by the manufacturers - 20 mm cement plaster 1:4 ( 1 cement : 4 sand).

13.37 Extra for plastering exterior walls of height more than 10 m sqm 21.15 from ground level for every additional height of 3 m or part thereof.

13.38.1 Extra for plastering on circular work not exceeding 6 m in sqm 10.29 radius - in one coat.

13.38.2 Extra for plastering on circular work not exceeding 6 m in sqm 15.79 radius - in two coats.

13.39.1 Extra for plastering done on moulding cornices or architraves sqm 145.37 including neat finish to line and level in one coats.

13.39.2 Extra for plastering done on moulding cornices or architraves sqm 238.68 including neat finish to line and level in two coats.

13.39.3 Extra for adding Recron 3S or equivalent 6mm fibre as fibre per bag of 28.74 reinforcement for plastering at the rate of 125 gm per bag of cement cement including the cost of fibre.

13.41 18 mm plastering with terrazzo finish rubbed and polished sqm 420.77 complete under layer 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6 mm thick white, black, chocolate, grey, yellow or baroda green marble chips of 3 mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.

13.50.1 12 mm thick plain cement mortar bands in cement mortar 1:4 unit 1.79 (1 cement : 4 fine sand) - flush band (cost for 1 m long/1 cm

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13 . Finishing Code No. Description Unit Rate Rs. 13.50.3 12 mm thick plain cement mortar bands in cement mortar 1:4 unit 2.17 (1 cement : 4 fine sand) - raised band. (cost of 1 m long/1 cm wide band).

13.51A Providing and fixing on wall face with broken glasses in C.M. sqm. 308.49 1:4 (one cement : 4 sand)

13.51B 15 mm thick plain cement plaster band of width 100mm with metre 10.71 cement mortar 1:4 (1 cement : 4 sand). - raised band.

13.56.1 Pointing on brick work with cement mortar 1:3 (1 cement :3 sqm 59.01 fine sand) - flush pointing.

13.63.1 Pointing on tile brick work with cement mortar 1:3 (1 cement sqm 81.33 :3 fine sand) - flush pointing.

13.64.1 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 82.07 fine sand) - flush pointing.

13.64.2 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 87.73 fine sand) - ruled pointing.

13.64.3 Pointing on stone work with cement mortar 1:3 (1 cement :3 sqm 148.01 fine sand) - raised and cut pointing

13.72.1 White washing with whiting to give an even shade - new work sqm 8.89 (three or more coats).

13.73.2 Colour washing such as green, blue or buff to give an even sqm 11.62 shade - new work (two or more coats) with a base coat of whiting.

13.77.2 Distempering with oil bound washable distemper of approved sqm 63.14 brand and manufacture to give an even shade - new work (two or more coats) over and including priming coat with cement primer.

13.77A.1 Distempering with first quality acrylic washable distemper sqm 37.02 (ready made) of approved manufacturer and of required shade and colour complete as per manufacturer specification - two or more coats on new work.

13.77A.2 Distempering with first quality acrylic washable distemper sqm 21.94 (ready made) of approved manufacture and of required shade and colour complete as per `manufacturer's specification - one or more coats on old work.

13.78.1 Applying one coat of cement primer of approved brand and sqm 26.31 manufacture on wall surface - cement primer.

Yanam Page 93


13.79.1 Finishing walls with water proofing cement paint of approved sqm 54.86 brand and manufacture and of required shade to give an even shade - new work (three or more coats).

13.79.1.1 Finishing walls with water proofing cement paint " Snowcem - sqm 41.00 Plus" of M/s Snowcem India ltd., or equivalent of required shade:New work (Two or more coats applied @ 3.84 kg / 10 sqm).

13.79.2 Finishing walls with water proofing cement paint " Snowcem - sqm 42.18 Plus" of M/s Snowcem India ltd., or equivalent of required shade:Old work (one or more coats applied @ 2.20 kg /10 sqm) over priming coat of "Cemprover" primer of Snowcem or equivalent applied @ 0.80 litres / 10 sqm complete including cost of Priming coat.

13.79A.1 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 111.35 M/s Snowcem India Ltd., or equivalent of required shade : New work (Two or more coats applied @ 3.28 litre / 10 sqm) over and including base coat of water proofing cement paint "Snowcem Plus" or equivalent applied @ 2.20 kg / 10 sqm

13.79A.2 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 93.65 M/s Snowcem India Ltd., or equivalent of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 litre / 10sqm

13.79A.3 Finishing walls with textured exterior paint "Sandtex Matt" of sqm 55.66 M/s Snowcem India Ltd., or equivalent of required shade : Old work (One or more coats ) applied @ 1.82 litre / 10sqm

13.79B.1 Finishing walls with Acrylic Smooth exterior paint "Trump" of sqm 63.77 M/s Snowcem India ltd or equivalent of required shade: New work ( Two or more coat applied @ 1.67 litre / 10 sqm over and including base coat of water proofing cement paint Snowcem Plus or equivalent applied @ 2.20 kg / 10 sqm)

13.79B.2 Finishing walls with Acrylic Smooth exterior paint "Trump" of sqm 45.37 M/s Snowcem India ltd or equivalent of required shade: Old work (Two or more coat applied @ 1.67 litre / 10 sqm on existing cement paint surface)

13.79B.3 Finishing walls with Acrylic Smooth exterior paint "Trump" of sqm 28.81 M/s Snowcem India ltd or equivalent of required shade: Old work (One or more coat applied @ 0.90 litre / 10 sqm )

13.79C.1 Finishing walls with Premium Acrylic Smooth exterior paint sqm 76.60 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: New work (Two or more coats applied @ 1.43 litre / 10 sqm. Over and including base coat of water proofing cement paint Snowcem plus or Yanam Page 94

13 . Finishing Code No. Description Unit Rate Rs. equivalent applied @ 2.20 kg / 10 sqm)

13.79C.2 Finishing walls with Premium Acrylic Smooth exterior paint sqm 58.88 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: ) Old work (Two or more coats applied @ 1.43 litre / 10 sqm ) over existing cement paint surface

13.79C.3 Finishing walls with Premium Acrylic Smooth exterior paint sqm 37.39 with Silicone additives "Snowcryl - XT" of M/s Snowcem India ltd., or equivalent of required shade: ) Old work (One or more coats applied @ 0.83litre / 10 sqm )

13.79D.1 Finishing walls with Delux Multi surface paint system "Uni - sqm 73.39 Gloss" of M/s Snowcem India ltd., or equivalent for interiors and exteriors using Primer as per manufactures specifications:Two or more coats applied @ 1.25 litre / 10 sqm over and including one coat of special primer C-W applied @ 0.75 litre / 10 sqm

13.79D.2 Painting wood work with Delux Multi Surface Paint "Uni - sqm 62.72 Gloss" of M/s Snowcem India Ltd., or equivalent of required shade . Two or more coat applied @ 0.90 litre / 10 sqm over an under coat of primer C- W or equivalent. Applied @ 0.75 litre / 10 sqm of approved brand or manufacture.

13.79D.3 Painting Steel work with Delux Multi Surface paint "Uni - sqm 62.48 Gloss" of M/s Snowcem India ltd., or equivalent to give an even shade. Two or more coat applied @ 0.90 litre / 10 sqm over an under coat of primer UG or equivalent , applied @ 0.80 litre / 10 sqm of approved brand or manufacture.

13.81.1 Applying priming coat - with ready mixed pink or grey primer sqm 24.56 of approved brand and manufacture on wood work (hard and soft wood).

13.81.2 Applying priming coat - with ready mixed aluminium primer sqm 28.08 of approved brand and manufacture on resinous wood and ply wood.

13.81.3 Applying priming coat - with ready mixed zinc chromate sqm 22.30 yellow primer of approved brand and manufacture on steel galvanised iron/steel works.

13.82.1 Painting with ready mixed paint of approved brand and sqm 51.80 manufacture in all shades to give an even shade - new steel work (two or more coats).

13.82.2 Painting with ready mixed paint of approved brand and sqm 51.80 manufacture in all shades to give an even shade - new wood

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13 . Finishing Code No. Description Unit Rate Rs. work (two or more coats).

13.82A Painting one thin coat with white lead of approved brand and sqm 30.08 manufacture on wet or patchy portion of plastered surfaces.

13.82B.1 Finishing with epoxy paint (two or more coats) at all locations sqm 102.82 prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on steel work.

13.82B.2 Finishing with epoxy paint (two or more coats) at all locations sqm 100.56 prepared and applied as per manufacturer's specifications including appropriate priming coat, prepration of surfaces, etc. complete - on concrete work.

13.83.1 Painting on G.S sheet with synthetic enamel paint of approved sqm 56.07 brand and manufacture of required colour to give an even shade - new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant

13.83A.1 Applying a coat of mordant paint on G.S sheet - with a sqm 15.27 solution of 38 gms of copper acetate in a litre of soft water.

13.83A.2 Applying a coat of mordant solution on G.S sheet - with a sqm 15.18 paint made of 13 gms hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water.

13.84.3 Painting (two or more coats) on rain water, soil, waste and metre 23.99 vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work - 100 mm diameter pipes.


13.85.3 Painting (one or more coats) on rain water, soil, waste and metre 10.69 vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work - 100 mm diameter pipes.


13.92.1 Wall painting with plastic emulsion paint of approved brand sqm 59.88 Yanam Page 96


13.93.1 Painting with synthetic enamel paint of approved brand and sqm 47.52 manufacture to give an even shade. - two or more coats on new work.

13.94.1 Painting with synthetic enamel paint of approved brand and sqm 74.56 manufacture of required colour to give an even shade. - two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

13.95.1 painting with aluminium paint of approved brand and sqm 47.99 manufacture to give an even shade. - two or more coats on new work.

13.96.1 Painting with acid proof paint of approved brand and sqm 56.02 manufacture of required colour to give an even shade. - two or more coats on new work.

13.97.1 Painting with black anti-corrosive bitumastic paint of sqm 40.83 approved brand and manufacture to give an even shade - two or more coats on new work.

13.100.1 Varnishing with varnish of approved brand and manufacture - sqm 71.44 two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

13.100.3 Varnishing with varnish of approved brand and manufacture - sqm 28.65 one or more coats with copal varnish.

13.100.4 Varnishing with varnish of approved brand and manufacture - sqm 74.10 two or more coats of glue sizing with spar varnish or an under coat of flatting varnish.

13.100.6 Varnishing with varnish of approved brand and manufacture - sqm 30.14 one or more coats with spar varnish.

13.101.1 French spirit polishing - two or more coats on new works sqm 104.33 including a coat of wood filler.

13.104.1 Polishing on wood work with ready made wax polish of sqm 53.41 approved brand and manufacture on - new work.

13.105 Floor polishing on masonry or concrete floors with wax polish sqm 23.13 of approved brand and manufacture.

13.108 Varnishing with flatting varnish of approved brand and Sqm 29.33 manufacture one or more coats on old work.

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14 . Repairs To Buildings Code No. Description Unit Rate Rs.

14.1.1 Repairs to plaster of thickness 12mm to 20mm in patches of sqm 147.82 area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead: with cement mortar 1:4 (1 cement, 4 fine sand).

14.5.1 Renewing glass panes, with putty and nails wherever necessary sqm 462.40 glass panes weighing 7.5kg/sqm

14.5.2 Renewing glass panes, with putty and nails wherever necessary sqm 643.06 glass panes weighing 10kg/sqm

14.5.3 Renewing glass panes, with putty and nails wherever necessary sqm 830.17 glass panes weighing 13.75kg/sqm.

14.5.4 Renewing glass panes, with putty and nails wherever necessary sqm 462.40 Frosted glass panes weighing 7.5kg/sqm.

14.6.1 Renewing glass panes, with wooden fillets wherever necessary sqm 617.77 glass panes weighing 7.5kg/sqm.

14.6.2 Renewing glass panes, with wooden fillets wherever necessary sqm 790.04 glass panes weighing 10kg/sqm.

14.6.3 Renewing glass panes, with wooden fillets wherever necessary sqm 977.15 glass panes weighing 13.75kg/sqm.

14.6.4 Renewing glass panes, with wooden fillets wherever necessary - sqm 609.38 Frosted glass panes weighing 7.5kg/sqm.

14.8.1Q Supplying and fixing new wooden fillets wherever necessary - metre 1632.47 Country wood Vegesa/Bandaru

14.9 Renewal of old putty of glass panes (length). metre 14.88 14.10 Refixing old glass panes with putty and nails. sqm 193.49 14.11 Fixing old glass panes with wooden fillets (excluding cost of sqm 149.63 fillets).

14.21 Raking out joints in lime or cement mortar and preparing the sqm 14.41 surface for repainting or replastering including disposal of rubbish to the dumping ground within 50m lead.

14.33 Pumping out water caused by springs, tidal or river seepage, Kl. 64.92 broken water mains or drains and the like.

14.34 Mud mortar. cum 255.37

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. 14.41.1 Providing and fixing curtain rods of 1.25 mm thick brass plate metre. 158.59 with two brass brackets fixed with brass screws and wooden plugs etc.complete wherever necessary complete - 12 mm diameter.

14.41.2 Providing and fixing curtain rods of 1.25 mm thick brass plate metre 190.85 with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete - 20 mm diameter.

14.41.3 Providing and fixing curtain rods of 1.25 mm thick brass plate metre 229.57 with two brass brackets fixed with brass screws and wooden plugs etc.wherever necessary complete - 25 mm diameter.

14.42 Providing and fixing M.S. round or square bars at required kg 56.08 spacings in wooden frames of windows and clerestory windows.

14.43 Providing and fixing M.S.round or square bars with M.S.flats at kg 52.61 required spacings in wooden frames of windows and clerestory windows.

14.46.1 Providing and fixing bright finished brass single acting spring each 264.25 hinges with neccessary screws etc. complete - 150 mm.



14.47.1 Providing and fixing bright finished brass double acting spring each 490.07 hinges with necessary screws etc. complete - 150 mm.



14.48.1 Providing and fixing bright finished brass flush bolts with each 155.38 necessary screws etc. complete - 250 mm

14.48.2 Providing and fixing bright finished brass flush bolts with each 102.87 necessary screws etc. complete - 150 mm.

14.48.3 Providing and fixing bright finished brass flush bolts with each 77.06 necessary screws etc. complete - 100 mm.

14.49 Providing and fixing 30 cm long bright finished brass finger each 95.20 plate 65 x 1.5 mm including necessary screws etc. complete.

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. 14.50 Providing and fixing bright finished brass furniture handles. each 35.45 14.51 Providing and fixing 150 mm bright finished floor brass door each 179.21 stopper with rubber cushion, screws etc. to suit shutter thickness complete.

14.52.1 Providing and fixing bright finished brass hard drawn hooks and each 53.31 eyes - 300 mm.

14.52.2 providing and fixing bright finished brass hard drawn hooks and each 50.68 eyes:-250mm




14.53 Providing and fixing bright finished brass fan light pivot with each 51.51 necessary screws etc.complete.

14.54 Providing and fixing 300 mm long bright finished brass chain each 40.17 with hook for fan light including necessary screws

14.55 Providing and fixing bright finished brass quadrant stays 300 each 91.78 mm long with necessary screws etc. complete.

14.56 Providing and fixing bright finished brass helical door spring each 275.33 (superior quality).

14.57.2 Providing and fixing chromium plated brass butt hinges with each 108.17 necessary screws etc.complete - 125 x 70 x 4 mm (ordinary type).

14.57.4 Providing and fixing chromium plated brass butt hinges with each 89.74 necessary screws etc.complete - 100 x 70 x 4 mm (ordinary type).

14.57.5 Providing and fixing chromium plated brass butt hinges with each 87.05 necessary screws etc.complete - 75 x 65 x 4 mm (heavy type).

14.57.6 Providing and fixing chromium plated brass butt hinges with each 48.34 necessary screws etc.complete - 75 x 40 x 2.5 mm (ordinary type)

14.57.7 Providing and fixing chromium plated brass butt hinges with each 31.64 necessary screws etc. complete - 50 x 40 x 2.5 mm (ordinary type) Yanam Page 100

14 . Repairs To Buildings Code No. Description Unit Rate Rs.

14.58 Providing and fixing 85 x 42 mm chromium plated brass pull each 161.74 bolt lock with necessary screws, nuts, bolts and washers etc. complete.

14.59.1 Providing and fixing chromium plated brass door latch with each 143.08 necessary screws etc. complete - 300 x 16 x 5 mm.

14.59.2 Providing and fixing chromium plated brass door latch with each 123.62 screws etc. complete - 250 x 16 x 5 mm.

14.60 Providing and fixing chromium plated brass fan light pivot each 44.03 with necessary screws etc. complete.

14.61 Providing and fixing chromium plated brass fan light catch each 45.18 with necessary screws etc. complete.

14.62 Providing and fixing 300 mm long chromium plated brass each 26.75 chain with hook for fan light including necessary screws

14.63 Providing and fixing chromium plated brass quadrant stays 300 each 136.43 mm long with necessary screws etc. complete.

14.64.1 Providing and fixing chromium plated brass hasps and staples each 95.49 (safety type) with necessary screws etc. complete - 150 mm.




14.66.1 Providing, fixing and embedding cast iron (S&S) class LA rain metre 879.83 water pipes in the masonry, RCC, surrounded with 12mm thick cement mortar of the same mix as that of masonry (lead caulking will be paid for separately) - 75mm diameter.

14.67.1 Providing and fixing M.S. holder bat clamps of approved each 81.85 design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the walls etc - 75mm diameter.

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. 14.67.2 Providing and fixing MS holder bat clamps of approved design nos. 83.26 to CI or UPVC rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc., - 110 mm diameter.

14.68.1.1 Providing and fixing on wall face C.I. accessories for rain water each 223.74 pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I.. plain bend - 75mm diameter.

14.68.2.1 Providing and fixing on wall face C.I. accessories for rain water each 241.91 pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) - C.I. head flat or corner type bend - 75 mm diameter.



14.70.1.1 Providing, fixing and embedding sand cast iron accessories for each 119.94 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - S.C.I. plain bend - 75mm diameter.

14.70.2.1 Providing, fixing and embedding sand cast iron accessories for each 91.78 rain water pipes in the masonary surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) - sand cast iron plain shoes - 75mm diameter.

14.76.2 White washing with whiting to give an even shade - old work sqm 5.44 (two or more coats).

14.76.3 White washing with whiting to give an even shade - old work sqm 3.31 (one or more coats).

14.77.4 Colour washing such as green, blue or buff to give an even sqm 6.36 shade - old work (two or more coats) with whiting.

14.77.6 Colour washing such as green, blue or buff to give an even sqm 4.07 shade - old work (one or more coats) with whiting.

14.78 Removing white or colour wash by scrapping and sand papering Sqm 4.13 and preparing the surface smooth including necessary repairs

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. to scratches etc. complete.

14.80.3 Distembering with Oil bound washable distember of approved sqm 32.11 brand and manufacture to give an even shade - Old work ( One or more coats)

14.81.2 Finishing walls with water proofing cement paint of approved sqm 36.32 brand and manufacture and of required shade to give an even shade - old work (one or more coats).

14.82 Removing dry or oil bound distemper by scrapping sand paper sqm 5.42 and preparing the surface smooth including necessary repairs to scratches etc. complete.

14.83.3 Painting with ready mixed paint of approved brand and sqm 33.47 manufacture in all shades to give an even shade - old steel work (one or more coats).

14.83.4 Painting with ready mixed paint of approved brand and sqm 33.47 manufacture in all shades to give an even shade - old wood work (one or more coats).

14.84.2 Painting on G.S sheet with synthetic enamel paint of approved sqm 27.69 brand and manufacture of required colour to give an even shade - old work (one or more coats).





14.87.1 Painting (two or more coats) on rain water, soil, waste and metre 14.24 vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. ready mixed chromate yellow primer on new work - 50 mm diameter pipes.

14.87.2 Painting (two or more coats) on rain water, soil, waste and metre 19.78 vent pipes and fittings with aluminium paint of approved brand and manufacture and required colour over a priming coat of ready mixed chromate yellow primer on new work - 75 mm diameter pipes.

14.88.1 Painting (one or more coats) on rain water, soil, waste and metre 6.32 vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work - 50 mm diameter pipes.




14.89.2 Painting with oil type wood preservative of approved brand sqm 15.33 and manufacture - old work (one or more coats).

14.90 Coal tarring one coat on old work using 0.12 litre of coal sqm. sqm 13.66 14.91.2 Wall painting with plastic emulsion paint of approved brand sqm 37.21 and manufacture to give an even shade. - one or more coats on old work

14.92.2 Painting with synthetic enamel paint of approved brand and sqm 31.39 manufacture to give an even shade. - one or more coats on old work

14.93.2 Painting with synthetic enamel paint of approved brand and sqm 32.65 manufacture of required colour to give an even shade. - one or more coats on old work in black or chocolate shade.

14.94.2 painting with aluminium paint of approved brand and sqm 30.13 manufacture to give an even shade. - one or more coats on old work.

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14 . Repairs To Buildings Code No. Description Unit Rate Rs. 14.95.2 Painting with acid proof paint of approved brand and sqm 35.85 manufacture of required colour to give an even shade - one or more coats on old work.

14.96.2 Painting with black anti-corrosive bitumastic paint of sqm 26.82 approved brand and manufacture to give an even shade - one or more coats on old work.

14.97.2 Floor painting with floor enamel paint of approved brand and sqm 36.63 manufacture od required colour to give an even shade - one or more coats on old work.

14.98.2 French spirit polishing - one or more coats on old work. sqm 52.42 14.99.2 Polishing on wood work with ready made wax polish of sqm 27.12 approved brand and manufacture on - old work.

14.101 Painting (one or more coats) with black Japan paint of sqm 26.49 approved brand and manufacture to give an even shade.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs.

15.1 Demolishing lime concrete and disposal of material within 50 cum 165.01 metres lead.

15.2.1 Demolishing cement concerte including disposal of material cum 481.51 within 50 metres lead.-1:3:6 or richer mix.

15.2.2 Demolishing cement concrete including disposal of material cum 294.87 within 50 metres lead; - 1:4:8 or leaner mix.

15.3 Demolishing R.C.C work including stacking of steel bars and cum 708.29 disposal of unserviceable material within 50 metres lead.

15.4 Demolishing R.B. work including stacking of steel bars and cum 628.09 disposal of unserviceable material within 50 metres lead.

15.5 Extra for cutting reinforcement bars in R.C.C or R.B. work sqm 246.57 (Payment shall be made on the cross sectional area of R.C.C or R.B. work).

15.6 Extra for scrapping,cleaning and staightening reinforcement kg 1.95 from R.C.C or R.B work.

15.7.1 Demolishing brick work including stacking of serviceable cum 136.35 material and disposal of unserviceable material within 50 metres lead;-in mud mortar.

15.7.2 Demolising brick work including stacking of serviceable cum 352.26 material and disposal of unserviceable material within 50 metres lead;_in lime mortar with old mughal bricks.

15.7.3 Demolishing brick work including stacking of serviceable cum 165.91 material and disposal of unserviceable material within 50 metres lead;_in lime mortar.

15.7.4 Demolishing brick work including stacking of serviceable cum 401.32 material and disposal of unserviceable material within 50 metres lead;-in cement mortar.

15.8.1 Removing mortar from bricks and cleaning bricks including cum 917.45 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in mud mortar.

15.8.3 Removing mortar from bricks and cleaning bricks including cum 1071.27 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in lime mortar.

15.8.4 Removing mortar from bricks and cleaning bricks including cum 1345.62 stacking within a lead of 50m. (stacks of cleaned bricks shall be measured)- From brick work in cement mortar.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.9.1 Demolishing stone rubble masonry including stacking of cum 226.25 serviceable material and disposal of unserviceable material within 50 metres lead- in lime mortar.

15.9.2 Demolishing stone rubble masonry including stacking of cum 479.46 serviceable material and disposal of unserviceable material within 50 metres lead- in cement mortar.

15.10.1 Dismantling dressed stone work ashlar face stone work,marble cum 286.42 work or precast concrete work including stacking of serviceable and disposal of unserviceaable material within 50 metres lead-in lime mortar.

15.10.2 Dismantling dressed stone work ashlar face stone work, marble cum 561.27 work of precast concrete work including stacking of serviceable and disposal of unserviceable material within 50 metres lead-in cement mortar.

15.11.1 Removing mortar from stones and cleaning stones and cum 93.95 concrete articles (net quantity of stacks of cleaned materials will be measured)-in lime mortar.

15.11.2 Removing mortar from stone and cleaning stones and concrete cum 136.71 articles (net quantity of stacks of cleaned materials will be measured)- in cement mortar.

15.12.1 Dismantling doors,windows and clerestory windows (steel or each 76.87 wood) shutter including chowkhats,architrave,holdfasts etc.complete and stacking within 5o metres lead- of area 3 sq.metres and below.

15.12.2 Dismantling doors windows and clerestory windows (steel or each 105.70 wood) shutters including chowkhats, architrave,holdfasts etc. complete and stacking within 50 metres lead-of area beyond 3 sqm.

15.13.1 Taking out doors,windows and clerestory window shutters each 29.91 (steel or wood) including stacking within 50 metres lead-of area 3 sqm. and below

15.13.2 Taking out doors,windows and clerestory window shutters each 39.57 (steel or wood) including stacking within 50 metres lead-of area beyond 3 sqm.

15.14.1 Dismantling wood work in frames, trusses,purlins and rafters cum 932.85 upto 10 metres span and 5 metres height including stacking the material within 50 metres lead-of sectional area 40 sq.cm and above.

15.14.2 Dismantling wood work in frames, trusses, purlins and rafters metre 3.73 upto 10 metres span and 5 metres height including stacking the

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. material within 50 metres lead-of sectional area below 40

15.15.1 Extra for dismantling trusses, rafters,purlins etc. of wood work cum/m 130.44 for every additional span of one metre or part thereof beyond 10 metres-of sectional area 40 sq.cm and above.

15.15.2 Extra for dismantling trusses,rafters, purlins etc. of wood work m/m 0.37 for every additional span of one metre or part thereof beyond 10 metres-of sectional area below 40 sq.cm.

15.16.1 Extra for dismantling trusses, rafters,purlins etc. of wood work cum/m 184.99 for every additional height of one metre or part thereof beyond 5 metres-of sectional area 40 sq.cm and above.

15.16.2 Extra for dismantling trusses, rafters, purlins etc.of wood work m/m 0.72 for every additional height of one metre or part thereof beyond 5 metres-of sectional area below 40 sq.cm.

15.17.1 Dismantling steel work in single sections including kg 0.67 dismembering and stacking within 50metres lead in - R.S.joists.

15.17.2 Dismantling steel work in single sections including kg 0.47 dismembering and stacking within 50 metres lead in- Channels,angles, tees and flats.

15.18 Dismantling steel work in built up sections in angles, tees,flats kg 1.15 and channels including all gusset plates, bolts, nuts, cutting rivets,welding etc.including dismembering and stacking within 50 metres lead.

15.19 Dismantling steel work in built up sections without kg 0.76 dismembering and stacking with in 50 metres lead.

15.20 Extra for dismantling trusses, rafters,purlinsetc of steel work kg/m 0.17 for every additional span of one metre or part thereof beyond 10 metres.

15.21 Extra for dismantling trusses, rafters, purlins etc of steel work kg/m 0.17 for every additional height of one metre or part thereof beyond 5 metres.

15.22 Extra for marking structural steel work required to be re- kg 0.95 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar sqm 14.93 including stacking material within 50 metres lead:-for thickness of tiles 10mm to 25mm.

15.23.2 Dismantling tilework in floors and roofs laid in cement mortar sqm 23.35 including stacking material within 50 metres lead:-for thickness of tiles above 25mm upto 40mm.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.24 Demolishing dry brick pitching in floors,drains etc. including cum 249.99 stacking serviceable material and disposal of unserviceable material within 50 metres lead.

15.25 Dismantling stone slab flooring laid in cement mortar including sqm 52.97 stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.26 Demolishing brick tile covering in terracing including stacking sqm 21.66 of serviceable material and disposal of unserviceable material within 50 metres lead.

15.27 Demolishing mud phaska in terracing and disposal of material cum 174.17 within 50 metres lead.

15.28.1 Dismantling roofing including ridges,hips valleys and gutters sqm 34.33 etc. and stacking the material within 50 metres lead of- G.S.sheet.

15.28.2 Dismantling roofing including ridges, hips, valleys and gutters sqm 16.19 etc.and stacking the material within 50 metres lead of- Asbestos sheet.

15.29 Dismantling stone slab roofing over wooden karries or r.c.c cum 528.27 battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.30 Dismantling jack arch roofing and floors including stacking of Sqm 49.49 serviceable material and disposal of unserviceable material within 50 metres lead.

15.31 Dismantling tiled roofing with battens boarding etc. complete sqm 42.31 including stacking of serviceable and disposal of unserviceable material within 50 metres lead.

15.32 Demolishing thatch roofing including mats, bamboo, jaffari sqm 11.76 etc.complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

15.33 Dismantling wooden ballies in posts and struts including metre 4.06 stacking within 50 metres lead.

15.34.1 Dismantling and stacking within 50 metres lead, fencing posts each 55.64 or struts including all earth work and dismantling of concrete etc.in base of:-'T' or 'L' iron or pipe

15.34.2 Dismantling and stacking within 50 metres lead, fencing posts each 64.63 or struts including all earth work and dismantling of concrete etc.in base of:-R.C.C

Yanam Page 109

15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.36 Dismantling barbed wire or flexible wire rope in fencing kg 7.46 including making rolls and stacking within 50 metres lead.

15.37 Dismantling wooden trellis work excluding frames but including sqm 12.95 stacking the serviceable material within 50 metres lead.

15.38 Dismantling expanded metal or I.R.C. fabrics with necessary sqm 15.34 battens and beading including stacking the serviceable material within 50 metres lead.

15.39.1 Dismantling wooden boardings in lining of walls and partitions, sqm 12.50 excluding supporting members but including stacking within 50 metres lead:- upto 10mm thick.

15.39.2 Dismantling wooden boardings in lining of walls and partitions, sqm 15.95 excluding supporting members but including stacking within 50 metres lead:- Thickness above 10mm upto 25mm.

15.39.3 Dismantling wooden boardings in lining of walls and partitions, sqm 18.85 excluding supporting members but including stacking within 50 metres lead:-Thickness above 25mm upto 40mm.

15.40.1 Dismantling precast concrete or stone slabs in walls,partition sqm 58.61 walls etc. including stacking within 50 metres lead:- thickness upto 40mm.

15.40.2 Dismantling precast concrete or stone slabs in walls,partition sqm 87.77 walls etc.including stacking within 50 metres lead:-Thickness above 40mm upto 75mm.

15.41 Dismantling cement asbestos,celotax or other hard board sqm 11.97 ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

15.42.1 Dismantling C.I. or asbestos rain water pipe with fittings and metre 14.69 clamps including stacking the material within 50 metres lead:- 75 to 80mm dia pipe.

15.42.2 Dismantling C.I.or asbestos rain water pipe with fittings and metre 15.16 clamps including stacking the material within 50 metres lead: 100mm dia pipe.

15.42.3 Dismantling C.I. or asbestos rain water pipe with fittings and metre 15.62 clamps including stacking the material within 50 metres lead:- 150mm dia pipe.

15.43.1 Dismantling including stacking of serviceable material and sqm 44.38 disposal of unserviceable material within 50 metres lead:-water bound macadam road.

Yanam Page 110

15 . Dismantling And Demolishing Code No. Description Unit Rate Rs.

15.43.2 Dismantling including stacking of serviceable material and sqm 86.10 disposal of unserviceable material within 50 metres lead: - Bituminous road.

15.44.1 Dismantling G.I.pipes (external work) including excavation metre 31.49 and refilling trenches after taking out the pipes, including stacking of pipes within 50 metres lead;-15mm to 40mm

15.44.2 Dismantling G.I.pipes (external work) including excavation metre 36.26 and refilling trenches after taking out the pipes,including stacking of pipes within 50 metres lead:-above 40mm nominal

15.45.1 Dismantling C.I.pipes including excavation and refilling metre 81.21 trenches after taking out the pipes, breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead: upto 150mm diametre.

15.45.2 Dismantling C.I.pipes including excavation and refilling metre 109.16 trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:-above 150mm dia upto 300mm dia.

15.45.3 Dismantling C.I.pipes including excavation and refilling metre 143.95 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead:-above

15.46.1 Dismantling steel cylinder R.C. pipes including excavation and metre 143.95 refilling trenches after taking out the pipes,breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes,lead at site within 50 metres lead:- upto 600mm diametre.

15.46.2 Dismantling steel cylinder R.C.pipes including excavation and metre 357.74 refilling trenches after taking out the pipes,breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes, lead at site within 50 metres lead:-above 600mm diametre.

15.47.1 Dismantling asbestos cement pressure pipes including metre 64.17 excavation and refilling trenches after taking out the pipes and stacking the pipes within 50 metres lead:-upto 150mm

15.47.2 Dismantling asbestos cement pressure pipes including metre 77.58 excavation and refilling trenches after taking out the pipes and stacking the pipes wihtin 50 metres lead:-above 150mm diameter.

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.48 Taking out C.I. cover with frame from R.C.C. top slab of each 143.94 manholes of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead.

15.49 Taking out C.I.cover with frame from R.C.C. top slab of each 84.69 inspection chambers of various sizes including demolishing of R.C.C work and stacking of useful materials near the site and disposal of unserviceable materials into muncipal dumps within 50 metres lead.

15.50 Dismantling of R.C.C spun vent shaft including excavating the each 923.79 cement concrete pit completely,taking out the shaft,refilling the excavated gap,stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.

15.51 Dismantling of road gully chamber of various sizes including each 192.50 C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated gap.

15.52 Dismantling of flushing cistern of any size including stacking each 195.46 of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

15.53.1 Dismantling of C.I.sluice valve including stacking of useful each 70.95 materials within a lead of 50 metres:-upto 150mm diametre.

15.53.2 Dismantling of C.I.sluice valve including stacking of useful each 246.56 materils within 50 metres lead:-above 150mm diameter.

15.54 Dismantling of spindle fire hydrant including stacking of useful each 147.52 materials within 50 metres lead.

15.55.1 Dismantling of cement concrete platform alongwith curtain each 215.71 walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-120x120cm (outside to outside)

15.55.2 Dismantling of cement concrete platform alongwith curtain each 331.29 walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-210x120cm (outside to outside).

15.55.3 Dismantling of cement concrete platform alongwith curtain each 468.53 walls and base concrete etc.including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead:-320x120cm (outside to outside).

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15 . Dismantling And Demolishing Code No. Description Unit Rate Rs. 15.56 Dismantling old plaster or skirting raking out joints and sqm 10.82 cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

15.57 Dismantling aluminium/gypsum partitions,doors,windows ,fixed sqm 11.98 glazing and false ceiling including disposal of unserviceable surplus materials and stacking of serviceable material within 50 metres lead as directed by Engineer-in-charge.

Yanam Page 113

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs.

16.1 Making plinth protection 50mm thick of cement concrete sqm 283.86 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

16.2.1 Making plinth protection with bricks of class designation 35 sqm 496.24 laid on edge in cement mortar 1:6 ( 1 cement : 6 coarse sand) with 12mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) over 75mm bed of dry brick aggregate 40mm nominal size rammed, consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1:3 (1 cement : 3 fine sand).

16.3 Providing and fixing precast reinforced cement concrete urinal each 782.46 partition 105x60cm deep and 56mm thick in cement concrete mix 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6mm nominal size) reinforced with mild steel bars 6mm dia at 15cm centre to centre both ways fixed in walls with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) including finishing with 12mm plastering with terrazo finish rubbed and polished complete, under layer 6mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and top layer 6mm thick white, black or white and black marble chips of 3mm and down size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.

16.4A.1 Providing and fixing stone slab table rubbed and polished of sqm 1576.90 size 105 * 60cm deep and 2.5cm thick fixed in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Raj Nagar Marble stone.

16.4A.2 Providing and fixing stone slab table rubbed and polished of sqm 2779.81 size 105 * 60cm deep and 2.5cm thick fixed in urinal partition with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 6mm nominal size) and finished. -Granite Stone of approved shade.

16.4B Providing and fixing both side polished cuddapah slab 25mm sqm 565.79 thick for urinal partition including, fixing with c.c. 1:2:4, rubbing and polishing etc. complete.

16.14.1 Providing and fixing aluminium strip edging to staircase metre 201.54 including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 57 * 12 * 3mm

Yanam Page 114

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. 16.14.2 Providing and fixing aluminium strip edging to staircase metre 157.20 including fixing with rawl plugs and screws with a thin layer of cement mortar 1:3 ( 1 cement : 3 coarse sand) - Size of strip edging 38 * 12 * 3mm

16.15 Brick edging 7cm wide 11.4cm deep to plinth protection with metre 23.38 bricks of class designation 35 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).

16.24 Providing and fixing factory made PVC door frame metre 245.95 manufactured by M/s. Rajshri or equivalent of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 guage, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer- in-Charge.

16.25 Providing and fixing 30mm thick factory made PVC rigid sqm 1753.00 foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19 gauge thickness, size 19x19mm for styles and 15x15mm for top and bottom fails, covered with heat moulded PVC "C" channel of 5mm thick sheet and 30x50mm wide to to form styles and 5mm thick and 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm PVC sheet beading on either side and joined together with solvent cement adhesive etc., complete as per manufacturerrs specification and direction of Engineer-in- Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For W.C. and bathroom shutters)

16.26 Providing and fixing 30mm thick factory made PVC rigid sqm 2181.15 foam panelled door shutters manufactured by M/s. Rajshri or equivalent made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top and bottom rails, covered with heat moulded prelaminated PVC "C" channel of 5mm thick sheet and 30x50mm wide to form styles and 5mm thick and 75mm wide prelaminated PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet prelaminated on both sides fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm prelaminated PVC sheet beading on either side and joined together with solvent cement adhesive etc. complete as per manufacturers specification and direction of Engineer-in- Charge fixed to frames with 4 Nos. M.S. powder coated butt

Yanam Page 115

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. hinges (For internal shutters)

16.27 Providing and fixing PVC rigid foam sheet 1mm thick sqm 316.25 manufactured by M/s. Rajshri or equivalent on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive (Fevicol SR 998 or equivalen)

16.28 Providing and fixing prelaminated PVC rigid foam sheet sqm 820.90 manufactured by M/s. Rajshri or equivalent wall panelling of thickness 5mm stuck on inner frame work of 35mm wide strips of 5mm thick PVC rigid foam sheet. The strips should have in their centre a groove of 6mm width and 2mm depth for sinking the head of the screw used to fix the strips to the wall and should be placed vertically at equal intervals of 405/407mm centre to centre. The PVC strips to be fixed to the wall using 65mm long M.S. screws through the groove in the stip by using PVC fasteners, the distance between two screws shall not be more than 300mm. A groove of 2mm to be left at the joint of two panels for aesthetic look

16.30 Providing and fixing of 25mm dia. PVC pipe of 1.5mm metre 18.94 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete.

16.31 Providing and fixing of 19mm dia. PVC pipe of 1.5mm metre 16.02 thickness (alvaplast or equivalent) including nails and making good the walls etc. complete.

16.32 Providing and fixing of pvc deep junction box 1 way, 2 way, 3 each 10.94 way and 4 way with required screws etc. complete. 25mm dia.

16.33 Providing and fixing of PVC deep junction box 1 way, 2 way, 3 each 9.77 way and 4 way with required screws etc. complete. 19mm dia.

16.34 Providing and fixing of pvc bend of mercury or equivalent each 6.84 25mm dia.

16.35 Providing and fixing of PVC bend of mercury or equivalent each 5.08 19mm dia.

16.38 Providing and fixing gi pipe handrail with 40mm GI pipe metre 851.58 supported on 25x6mm MS flat welded with 20mm square ms bars at 60cm centre to centre to a total height of 90cm from the finished floor level and welded with 20 mm square ms bars horizantally at mid height of handrail. the entire assembly shall be fixed in the concrete or brick work as directed. the cost shall also include welding, painting ms bars, flats with two coats of ready mixed paint over one coat of ready mixed

16.38A Supply, delivery and fixing of GI handrail consisting of 40mm metre 1227.83 Yanam Page 116

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs.

16.39 Providing and fixing polished cuddapah slab 25 mm thick sqm 282.69 including fixing with cement mortar 1:3 rubbing and polishing etc. complete.

16.58 Providing, supplying and fixing of netlon mesh on the existing sqm 316.75 aluminium windows/ventilaors by using 25mm width anodized aluminium strip. the rate includes all labour and materials.

16.59 Providing and fixing of M.S rungs of 25cm wide of required each 198.40 shape using 16mm dia. M.S rods at required spacing fixing in cement concrete block of size 65x23x15cm in C.C 1:2:4( 1 cement :2 sand : 4 HBG 20mm metal) including painting with required ready mixed paint (two or more coats) over one coat of primer of approved quality all as directed by the Engineer in charge.

16.61 Providing and fixing G.I. pipe hand railing 10 cm high from metre 460.83 the finished fin top level using 50 mm dia G.I. pipe (class 'B') welded with 20 mm dia M.S. square rods which will be embeded in the cement concrete. the hand rail will be provided with 50 mm dia g.i pipe railing all as per approved drawing.

16.63 Providing wall black board with cement mortor 1:3 (1 cement : sqm 298.95 3 sand) finishing with a floating coat of neat cement and charcoal powder mixed in the proportion 1:2 (1 cement :2 charcoal powder) and applying one coat of black board paint including 20 mm thick cement plaster band 50 mm wide in cement mortar 1:3 (1 cement :3 sand).

16.64 Providing and fixing pinup board of size 1.2x1.5 m made up sqm 1241.06 of soft wood and covered with velvet cloth of required colour fixed with aluminium beading. the rate includes cost of materials labours, nails and clips etc. complete.

16.65 Providing and fixing glazed black board of required size using sqm 3590.34 5.5 mm thick plain glass sheet front face finely ground and fixed in teak wood (Burma) frames of cross section 100 x 40 mm size made to the specified shape alround fixed with 3 mm wooden fillets and stiffened at the rear side with teak wood reepers of size 45 x 18 mm along the height of board at the specified spacing at 45 cm c/c approximately and fixing in portion in the wall face with teak wood plugs and screws at an interval of 90 cm approximately alround the frame including the cost of plugs screws etc. the rate shall also include painting the smooth face of glass (rear face of the glass board) and rear face of frame polishing the frame (front face) roughing the Yanam Page 117

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. front face of glass black board etc. complete. ( black board shall be measured internally for the purpose of payment).

16.66 Providing and fixing hand rail of size 150 x 60 mm first class metre 2065.18 teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 90 cm from the finished floor level including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.67 Providing and fixing hand rail of size 150 x 60 mm first class metre 2779.60 teak wood supported on 25 x 6 mm flat and welded with 20 mm square M.S rods at 20 cm c/c to a total height of 90 cm from the finished floor level and fixing of 200 x 20 mm teak wood guard rail to m.s square bar including fixing the ends in the concrete and powder coating the steel work and polishing the teak wood etc. complete as per approved drawing.

16.69 Providing and fixing hand rail of size 150 x 60 mm first class metre 1838.73 teak wood supported on 35 x 6 mm M.S flat and welded with 20 mm square M.S rods at 30 cm c/c to a total height of 30 cm from the top of stair parapet including fixing the ends in the concrete pointing and paintingthe steel work and polishing the teak wood etc. completee as per approved drawings.

16.81 Supplying at site 1.8m long R.C.C standard posts with wooden each 468.83 plugs or 6mm bar nibs. - RCC 1:2:4 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

16.82 Supplying at site R.C.C standard struts 2m long - RCC 1:2:4 each 371.38 (one cement, two sand and four graded stone aggregate of 20mm nominal size)

16.83 Supplying and fixing turn buckles & straining bolts for barbed set 80.12 wire fencing.

16.84 1.2 m high fencing with 1.8 m R.C.C posts of standard design metre 67.79 placed every 3 m apart embeded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only. Provided with nine horizontal lines and two diagonals of barbed wire 9.38kg/100m (mimi) between the two posts fitted and fixed with G.I staples on wooden plugs or G.I binding wire tied to 6mm bar nibs fixed while casting the post (Cost of R.C.C post, struts, Earth work and concrete to be paid for seperately)- with GI barbed wire.

16.85 1.2m high fencing with 1.8m angle iron 40x40x6mm posts metre 69.84 placed every 3m centre to centre embeded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only Yanam Page 118

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. and provided with 9 horizontal lines and two diagonal interwoven with horizontal lines of barbed wire 9.38kg/100m (minimum) between the two posts fitted & fixed with G.I.staples, turn buckles etc., complete (cost of posts,struts,earthwork and concrete work to be paid seperately) - with G.I.barbed wire.

16.86 1.8m high fencing with 2.4m angle iron 50x50x6mm posts metre 89.73 placed every 3m centre to centre embedded in cement concrete block, every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires of barbed wire 9.38kg/100m (minimum) between the two posts and fixed with G.I.staples, turn buckles etc., complete.(Cost of posts,struts, earthwork and concrete to be paid for seperately) - with G.I.

16.87 Supplying at site angle iron post & stut of required size kg 52.17 including bottom to be split and bend at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia etc.,complete.,

16.88 1.2m high welded steel wire fabric fencing with 1.8m posts of metre 18.84 specified material and of standard design placed at every 3m apart embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1 cement, 5 fine sand, 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric 0.9m wide rectangular mesh 75x25mm size weighing not less than 7.75kg/sqm fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6mm bar nibs with G.I.binding wire(cost of posts,welded steel wire fabric, painting, earthwork in excavation and concrete to be paid for seperately)

16.89 Providing wall black board with cement mortar 1:3 (1 cement : sqm 320.24 3 sand) finishing with a floating coat of neat cement and black pigment mixed in the proportion 1:2 ( one cement : two black pigment) and applying one coat of black board paint including 20mm thick cement plaster band 50mm wide in cement mortar 1:3 (1 cement : 3 sand).

16.90 Polishing the existing mosaic floor with power polisher to a sqm 81.50 high degree of polish as to be perfectly smooth as directed by the engineer - in -charge.

16.91 Supplying at site welded steel wire fabric of required width sqm 387.13 rectangular mesh 75x25mm size weight not less than 7.75kg/sqm painted with two or more coats of enamel paint of Yanam Page 119

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. approved shade over a coat of primer(Painting to be paid for seperately)

16.92 Supplying and laying factory moulded M20 grade Unigranular sqm 644.48 segmental internal locking paver block of specific colour and design of size 227x124x65mm manufactured using automatic block costing machine, automatic block handling system cured in controlled causing chamber.The blocks to have a compressive strength not less than 265kg/sq.cm laid over a bed of 50mm thick coarse sand compacted properly with vibrator placing each block firmly fixed with neighboring block in an approved pattern including applying vibrator to the paver block and sand bed with suitable vibrator and vibrating dry sand into the joints till the sand fill the joints.The rate includes all cost for paver block, sand , loading and unloading from separation, vibrating the bed sand and paver blocks to the required degree into a proper camber and gradient as directed by the engineer - in - charge.

16.93 Providing and laying ready mix concrete M35 grade concrete cum 6625.63 for RCC pavement with a minimum cement content 428 kg / cum of concrete using 43 grade cement and 20mm and down size granite / basalt / trap jelly cement concrete shall be laid in bays width not exceeding 4.50 metre , and providing expansion joints, longitudinal joints and elastic joints and providing separation membarane shall be impermeable plastic sheeting 125 micron thick laid flat without creases between concrete slab and subgrade, as per design and drawing and finishing the surface as specified below, laid concrete shall be leveled and compacted by using pin vibrator first and then by surface vibrator 5m length and vaccum dewatering with vaccum pump and suction mat and further compacted by skim floater clubbed with floating disc and then spreading a floor hardener of non metallic nature confirming to IS specification @ 2.50 kg / sqm to improve the hardness of surface and finally the surface is finished with power trowelling complete with all lead and lifts etc.complete (including the cost of all materials but exclusive of cost of steel and fabrication charges) work should be carried out as per design and drawing and instruction of Engineer - in - charge.

16.94 Supplying fixing and commissioning of Suguna / Texmo / Sharp each 3560.40 0.5HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.95 Supplying fixing and commissioning of Suguna / Texmo / Sharp each 4592.74 1 HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer Yanam Page 120

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. in charge.

16.96 Supplying fixing and commissioning of Suguna / Texmo / Sharp each 10593.23 2 HP monoblock pumpset slow speed single phase motar. The rate include the cost of pumpset, pumpset fixing in position and test run etc. complete as directed by the engineer in charge.

16.97 Providing and fixing PVC false roofing with the existing PVC sqm 916.20 cabin using sintex PVC section of size 6mm x 250mm, having interlocking facilities supported in the PVC extruded multi chamber frame section of size 40 x 48mm, with necessary MS / Stainless steel screws. The rate includes the cost of sintex PVC section , labour charges for fixing , transport etc.,

16.98 Providing and fixing 20mm, thick PVC shutter for doors, sqm 2258.25 windows, cup board etc., made of rigid PVC extruded multi chamber section of size 20mm x 200mm, and outer edges of shutter framed with PVC channel section of size 24mm x 59mm, having interlocking facilities. The door frame of extruded PVC section size 40x 48mm, having a maximum wall thickness of 2.80mm +/- 0.30mm. The corners and joints shall be mitrecut and welded. The rate shall include the cost of necessary hinges, handles and locking facilities wherever necessary.

16.99 Supplying and fixing in position precast reinforced concrete sqm 962.08 door and window frames using concrete not less than M20 grade , cross section of 60 x 100 mm on 70 x 75 mm for window frames and door frames and door frames of single shutter door and 60 x 120 mm size for double shutter door, with steel reinforcement of minimum 3 bars of 6mm dia or equivalent of about 1.5 % of the sectional area of the concrete member, with smooth surface finish, using 3nos of 10mm dia bolt as hold fast on each side, alongwith suitable arrangements for fixing of hinges either with alumininum sleeve / wooden block or attaching the hinge directly to the frame by using 6mm dia m.s.bolt. Suitable arrangement should also be made in the frame for receiving tower bolt , sliding bolt and other door or window fixtures. The lost include the erection of the frame in position and grouting the joints with cement slurry 1: 1.5 (One cement and One and half sand) complete as directed by the engineer in charge. The item should be executed according to IS 6523 - 1983.

16.100 Acid cleaning for the existing Mosaic floors, glazed tiles work sqm 28.98 and removing the stains and decays to give a glassy look etc. complete. (The acid used shall be 32% concentrated hydrochloric acid after taking on the precautionary measures)

Yanam Page 121

16 . Miscellaneous Building Works Code No. Description Unit Rate Rs. 16.114 Providing and fixing 19 mm thick plain thermocole for sqm 42.23 vertical expansion joints.

16.115 Applying two coats of cement based polymer modified bonding sqm 175.97 admixture (FOSROC or equivalent )over the existing RCC members after removing the plastering and cleaning the concrete surfaces and saturated with clean water. The cost including all materials, labour charges.

Yanam Page 122

17 . OHT (Works) Code No. Description Unit Rate Rs.

17.1.1 Providing two legged scaffolding using 15cm diameter blue - Rmt 256.18 gum posts or casurina posts or best quality bamboo posts of 4m over all length (3.0m heigth + 0.5m projection + 0.5m into the ground) the distance between the two rows being 1.25m and the spacing of posts with 0.5m overlap on either side and braces at 2m c/c including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40mm thick and 1m width etc. in a complete form using coir and nails 1m run (Rate of scaffolding for a height of 3m and length of 1m)

17.1.2 Extra for providing two legged scaffolding for every additional Rmt 226.90 height of 2.5m (Rate for scaffolding for a height of 3m and length of 1m)

17.2.1 Centering and shuttering including strutting , propping for 3m sqm 499.54 height and removal of form for floor slabs, roof slabs, landings, balconies and access platforms.

17.2.2 Centering and shuttering including strutting , propping etc, and sqm 499.55 removal of form for foundations, footings, bases of columns

17.2.3 Centering and shutteing including strutting, propping etc. and sqm 551.46 removal of form for walls (any thickness) including attached pillastering , buttresses,plinth and stringcourses etc.,

17.2.4 Centering and shuttering including strutting , propping etc. and sqm 499.55 removal of form for lintels, beams , girders , bracers , brussummers and cantilevers etc.

17.2.5 Centering and shuttering including strutting , propping etc. and sqm 603.36 removal of form for columns, pillars, piers, abutment, posts and struts.

17.2.6 Centering and shuttering including strutting, propping etc. and sqm 551.46 removal of form for vertical and horizontal firms individually or forming box louers bund, fascias and lares boards.

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19 . Sanitary Installations Code No. Description Unit Rate Rs.

19.1.1 Providing and fixing white vitreous china water closet each 2741.98 squatting pan (Indian type W.C.pan) with 100mm sand cast iron P or S trap, 10 litre low level PVC flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, overflow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Long pan pattern W.C. pan of size 580mm with flush pipe & overflow arrangement (Parryware/Hindware). 19.1.2 Providing and fixing white vitreous china water closet each 3657.01 squatting pan (Orissa type w.c. pan) with 100mm sand cast iron `p' or `s' trap, 10 litres low level pvc flushing cistern (of approved make) with fittings, C.I/M.S. brackets, 32mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Orissa pattern w.c. pan of size 580x440mm with integral type foot rests flush pipe and overflow arrangement(Parryware/Hindware). 19.2.2 Providing and fixing white vitreous china pedestal type water each 3845.01 closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid (Parryware/Hindware).

19.2.3 Providing and fixing white vitreous china pedestal type water each 3874.33 closet (european type w.c. pan) with seat and lid, c.p. brass hinges and rubber buffers, 10 litre low level p.v.c flushing cistern with fittings, C.I./M.S. brackets 40 mm diameter flush bend with fittings and clamps, overflow arrangements with specials and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid (Parryware/Hindware).

19.3.2 Providing and fixing white vitreous china pedestal type water each 10641.26 closet (European type) with seat and lid, with C.P. brass hinges and rubber buffers, 10 litre low level vitreous flushing cistern with fittings & C.I/M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making

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19 . Sanitary Installations Code No. Description Unit Rate Rs. good the walls and floors wherever required - W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend (Parryware/Hindware).

19.3.3 Providing and fixing white vitreous china pedestal type water each 10670.59 closet (European type) with seat and lid with C.P. brass hinges and rubber buffers, 10 litre low level vitreous flushing cistern with fittings & C.I./M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required - W.C. pan with black solid plastic seat and lid, with white vitreous china flushing cistern and C.P. flush bend (Parryware/Hindware).

19.4.1 Providing and fixing white vitreous china flat back or wall each 2388.23 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of GI flush pipe and c.p. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin with 5 litre P.V.C. automatic flushing cistern.

19.4.2 Providing and fixing white vitreous china flat back or wall each 3639.96 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two urinal basins with 7.5 litre P.V.C. automatic flushing cistern.

19.4.3 Providing and fixing white vitreous china flat back or wall each 4749.45 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of three urinal basins with 7.5 litre P.V.C. automatic flushing cistern.

19.4.4 Providing and fixing white vitreous china flat back or wall each 6425.75 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, Yanam Page 125

19 . Sanitary Installations Code No. Description Unit Rate Rs. cutting and making good the walls and floors wherever required - range of four urinal basins with 10 litre P.V.C. automatic flushing cistern.

19.4.6 Providing and fixing white vitreous china flat back or wall each 1772.35 corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively with C.I./M.S. brackets standard size of GI flush pipe and c.p. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin.

19.5.1 Providing and fixing white vitreous china flat black or half each 4365.80 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - single half stall urinal with 5 liter P.V.C. automatic flushing cistern.

19.5.2 Providing and fixing white vitreous china flat black or half each 6990.63 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of two half stall urinals with 7.5 litre P.V.C. automatic flushing cistern.

19.5.3 Providing and fixing white vitreous china flat black or half each 9212.21 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern.

19.5.4 Providing and fixing white vitreous china flat black or half No 11116.89 stall urinal of 580 x 380 x 350 mm with automatic flushing cistern (of approved make) with fittings, C.I./M.S. brackets, standard size c.p. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required - Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. Yanam Page 126


19.6.1 providing and fixing one piece construction white vitreous each 3404.36 china squatting plate with an integral longitudinal flushing pie, automatic flushing cistern with fittings, CI / MS brackets, standard size GI flush pipe for back and front flush with standard spreader pipes with fittings, GI clamps and in CP brass coupling complete including painting of fittings and brackets, cutting and making good the walls and floors etc. wherever required - Single squatting plate with 5 litres P.V.C. automatic flushing cistern.

19.7.1 Providing and fixing white vitreous china wash basin with each 2692.83 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 630x450mm with a pair of 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.2 Providing and fixing white vitreous china wash basin with each 2481.74 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 630x450mm with a single 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.3 Providing and fixing white vitreous china wash basin with each 1660.49 C.I/M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Flat back wash basin size 550x400mm with a pair of 15mm C.P.brass pillar taps (Parryware/Hindware).

19.7.4 Providing and fixing white vitreous china wash basin with each 1449.40 C.I./M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - flat back wash basin size 550x400mm with single 15mm c.p. brass pillar tap (Parryware/Hindware).

19.7.10 Providing and fixing white vitreous china wash basin with each 2420.67 C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required - Surgeon type wash basin of size 660 x 460 mm with a pair of 15 mm C.P. brass pillar taps, with elbow operated levers.

19.7.11 Providing and fixing white vitreous china wash basin with each 2052.38 C.I./M.S. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever Yanam Page 127

19 . Sanitary Installations Code No. Description Unit Rate Rs. required - Surgeon type wash basin of size 660 x 460 mm with single of 15 mm C.P. brass pillar taps, with elbow operated levers.

19.8.2 Add for providing 32mm dia C.P. brass trap. each 124.41 19.8.3 Add for providing 32mm dia C.P. brass union. each 83.35 19.9 Providing and fixing white vitreous china pedestal for wash each 1002.55 basin complete recessed at the back for the reception of pipes and fittings (Parryware/Hindware).

19.10.2 Provided and fixing kitchen sink with C.I. brackets, C.P. brass each 2195.96 chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required - White glazed fire clay kitchen sink size 600x450x250 mm.

19.10A.1.1 Providing and fixing stainless steel kitchen sink as per IS each 3001.60 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 510 x 1040 mm bowl depth 178 mm.

19.10A.1.2 Providing and fixing stainless steel kitchen sink as per IS each 2156.96 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 400 x 915 mm bowl depth 160mm.

19.10A.1.3 Providing and fixing stainless steel kitchen sink as per IS each 2860.83 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - Kitchen sink with drain board - 500 x 1000mm bowl depth 178mm.

19.10A.2.1 Providing and fixing stainless steel kitchen sink as per IS each 1948.27 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 610 x 510 mm bowl depth 200mm.

19.10A.2.2 Providing and fixing stainless steel kitchen sink as per IS each 1807.50 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 535 x 460 mm bowl depth 178mm.

19.10A.2.3 Providing and fixing stainless steel kitchen sink as per IS each 1666.72 13983 with C.I. brackets and stainless steel plug 40 mm

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19 . Sanitary Installations Code No. Description Unit Rate Rs. including painting of fitting and brackets, cutting and making good the walls wherever required - without drain board 510 x 432 mm bowl depth 172mm.

19.11.1 Providing and fixing white vitreous china laboratory sink with each 1712.65 C.I. brackets, C.P. brass chain with rubber plug 40mm C.P. brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size 450x300x150mm.

19.11.2 Providing and fixing white vitreous china laboratory sink with each 2794.26 C.I. brackets, C.P. brass chain with rubber plug 40 mm C.P. brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required - size 600x450x200mm.

19.12B.1 Providing and fixing draining board with C.I./M.S. brackets each 783.52 including painting of brackets, cutting and making good the walls wherever required - white glazed fire clay draining board of size 600x450x25mm.

19.12B.2 Providing and fixing draining board with C.I./M.S. brackets each 686.14 including painting of brackets, cutting and making good the walls wherever required. marble stone draining board of size 600x450x25mm.

19.14.1 Providing and fixing white vitreous china water closet each 1035.90 squatting pan (Indian type) - Long pattern W.C. pan of size 580mm (Parryware/Hindware).

19.14.2 Providing and fixing white vitreous china water closet each 1950.93 squatting pan (Indian type) - Orissa pattern W.C. pan of size 580 x 440mm (Parryware/Hindware).

19.14A.1 Extra for using coloured W.C. pan instead of white W.C. pan each 305.01 orissa pattern W.C. pan 580 x 440 mm (Parryware/Hindware).

19.15 Providing and fixing white vitreous china pedestal type each 2027.18 (european type/wash down type) water closet pan (Parryware/Hindware).

19.15A Extra for using coloured pedestal type W.C. pan (european each 2293.44 type) with low level cistern of same colour instead of white vitreous china W.C. pan and cistern (Parryware/Hindware).

19.16.1 Providing and fixing a pair of white vitreous china foot rests Pair 111.04 of standard pattern for squatting pan water closet - 250 x 130 x 30 mm.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.16.2 Providing and fixing a pair of white vitreous china foot rests pair 116.91 of standard pattern for squatting pan water closet - 250 x 125 x 25 mm.

19.17 Providing and fixing 10 litres low level white vitreous china each 7880.63 flushing cistern of approved make with fittings such as lead valve less syphon etc. and C.P. brass handle complete (Parryware/Hindware).

19.17A Providing and fixing 10 litre low level P.V.C. cistern of each 875.77 approved make with fittings complete.

19.20A.1 Providing and fixing controlled flush, low level cistern made of each 784.35 high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - white.

19.20A.2 Providing and fixing controlled flush, low level cistern made of each 1065.89 high density polyetylene / polypropylene, with all fittings complete - 10 litre (full flush) capacity - coloured.

19.20A.3 Providing and fixing controlled flush, low level cistern made of each 889.93 high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - white.

19.20A.4 Providing and fixing controlled flush, low level cistern made of each 1476.49 high density polyetylene / polypropylene, with all fittings complete - 8 litre (full flush) capacity - coloured.

19.21A.1 Providing and fixing controlled flush, low level cistern made of each 6121.13 vitreous china with all fittings complete - 10 litre (full flush) capacity - white (Parryware/Hindware).

19.21A.2 Providing and fixing controlled flush, low level cistern made of each 8467.36 vitreous china with all fittings complete - 10 litre (full flush) capacity - coloured (Parryware/Hindware).

19.23.1 Providing and fixing solid plastic seat with lid for pedestal type each 311.10 W.C. pan with C.P. brass hinges, rubber buffers etc. complete - white solid plastic seat with lid.

19.23.2 Providing and fixing solid plastic seat with lid for pedestal type each 340.42 W.C. pan with C.P. brass hinges, rubber buffers etc. complete - black solid plastic seat with lid.

19.23A Extra for providing coloured other than black solid PVC each 586.56 plastic seat and cover in European type W.C. pan, instead of white plastic seat and cover (Parryware/Hindware).

19.27 Providing and fixing white glazed fire clay stall urinal of each 4026.64 standard size.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.28 Providing and fixing white vitreous china squatting plate urinal each 1504.45 with intergal rim logitudinal flush pipe.

19.29.1 Providing and fixing white vitreous china wash basin including each 1843.94 making all connections but excluding the cost of fittings - Flat back wash basin of size 630 x 450mm (Parryware/Hindware).

19.29.2 Providing and fixing white vitreous china wash basin including each 811.60 making all connections but excluding the cost of fittings - Flat back wash basin of size 550 x 400mm (Parryware/Hindware).

19.29.3 Providing and fixing white vitreous china wash basin including each 1843.94 making all connections but excluding the cost of fittings - Angle back wash basin of size 600 x 480mm

19.29.4 Providing and fixing white vitreous china wash basin including each 964.11 making all connections but excluding the cost of fittings - Angle back wash basin of size 400 x 400mm

19.29.5 Providing and fixing white vitreous china wash basin including each 788.13 making all connections but excluding the cost of fittings - Flate back wash basin of size 450 x 300mm

19.29.6 Providing and fixing white vitreous china wash basin including each 1257.38 making all connections but excluding the cost of fittings - Surgeon type wash basin of size 660 x 460mm (Parryware/Hindware).

19.30.2 Providing and fixing kitchen sink including making all each 1710.55 connections excluding cost of fittings - white glazed fire clay sink of size 600 x 450 x 250 mm.

19.31.1 Providing and fixing white vitreous china laboratory sink each 922.21 including making all connections excluding cost of fittings - Size 450 x 300 x 150mm.

19.31.2 Providing and fixing white vitreous china laboratory sink each 2003.82 including making all connctions excluding cost of fittings size 600 x 450 x 200 mm.

19.34.1 Providing and fixing c.p. brass waste for sink or wash basin - each 97.38 32 mm dia.

19.34.2 Providing and fixing c.p. brass waste for sink or wash basin - each 120.85 40 mm dia.

19.34A.1.1 Providing and fixing P.V.C. waste pipe for sink or wash basin each 43.19 including P.V.C. waste fittings complete - Semi rgid pipe - 32mm dia.

19.34A.1.2 Providing and fixing P.V.C. waste pipe for sink or wash basin each 46.93 Yanam Page 131


19.34A.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin each 46.93 including P.V.C. waste fittings complete - flexible pipe 32 mm dia.

19.34A.2.2 Providing and fixing P.V.C. waste pipe for sink or wash basin each 46.93 including P.V.C. waste fittings complete - flexible pipe 40 mm dia.

19.35.1 Providing and fixing fisher union for wash basin - 32 mm dia each 85.34 brass union.

19.35.2 Providing and laying c.i. double socket collars (heavy class) - each 85.34 100mm C.I. collar.

19.36.1 Providing and fixing C.P. brass trap for wash basins and sinks - each 144.31 32 mm dia.

19.36.2 Providing and fixing C.P. brass trap for wash basins and sinks - each 232.29 40 mm dia.

19.38 Providing and fixing 100 mm sand cast iron grating for gully, each 19.61 floor or Nahani trap.

19.38A.1 Providing and fixing stainless steel jali (grating) with or each 28.78 without hole for waste pipe for floor/Nahani trap - 75mm dia weight not less than 70 gms.

19.38A.2 Providing and fixing stainless steel jali (grating) with or each 31.35 without hole for waste pipe for floor/Nahani trap - 100 mm dia weight not less than 100 gms.

19.38B.1 Providing and fixing plastic moulded jali of required colour and each 57.16 shade for floor/Nahani trap - Circular type.

19.38B.2 Providing and fixing plastic moulded jali of required colour and each 63.60 shade for floor/Nahani trap - Rectangular with openable circular lid.

19.40 Providing and fixing in position 32mm diameter G.I. flush pipe each 442.66 for high level flushing cistern complete including cutting and making good the walls and floors.

19.41 Providing and fixing in position 25 mm diameter mosquito each 37.62 proof coupling of approved municipal design.

19.42 Providing and fixing 600 x 450 mm bevelled edge mirror of each 827.60 superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws

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19 . Sanitary Installations Code No. Description Unit Rate Rs. and washers complete.

19.42A.1 Providing and fixing mirror of required shape and size with each 515.25 plastic moulded frame of approved make and shape with 6 mm thick hard board - Backing circular shape 450 mm dia.

19.42A.2 Providing and fixing mirror of required shape and size with each 453.76 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 453 x 357 mm.

19.42A.3 Providing and fixing mirror of required shape and size with each 487.07 plastic moulded frame of approved make and shape with 6 mm thick hard board backing oval shape 450 x 350 mm (outer dimensions).

19.42A.4 Providing and fixing mirror of required shape and size with each 1285.00 plastic moulded frame of approved make and shape with 6 mm thick hard board backing - Rectangular shape 1500 x 450 mm

19.43 Providing and fixing 600 x 120 x 5 mm glass shelf with edges each 239.73 rounded off supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm to long screws, rawl plugs etc. complete.

19.44.1.2 Providing and fixing towel rail complete with brackets fixed to each 285.95 wooden cleats with C.P. brass screws - C.P. Brass towel rail with two C.P. brass brackets - 600 x 20mm size.

19.45.1 Providing and fixing toilet paper holder - C.P. brass. each 207.98 19.45.2 Providing and fixing toilet paper holder - Vitreous china. each 274.80 19.47.1 Providing and fixing on wall/column face unplasticised - PVC metre 240.36 soil and waste pipes (type -B) conforming to IS : 13592 - 1992 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 110mm diameter .

19.47.1A Providing and fixing on wall face/column face unplasticised - each 235.84 PVC moulded fittings/accessories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 110x110x110 mm.

19.47.1B Providing and fixing on wall face/column face unplasticised - each 215.59 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 110x110x110

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19 . Sanitary Installations Code No. Description Unit Rate Rs. mm .

19.47.1C Providing and fixing on wall face/column face unplasticised - each 141.00 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 110 mm .

19.47.1D Providing and fixing on wall face/column face unplasticised - each 142.34 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 110mm.

19.47.1E Providing and fixing on wall face/column face unplasticised - each 104.57 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - heel rest bend 110mm.

19.47.2 Providing and fixing on wall/column face unplasticised - PVC metre 140.75 soil and waste pipes(type B) conforming to IS : 13592 - 1992 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - single socketed pipes 75 mm diameter.

19.47.2A Providing and fixing on wall face/column face unplasticised - each 161.55 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee with door - 75x75x75 mm.

19.47.2B Providing and fixing on wall face/column face unplasticised - each 145.36 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - Single tee without door - 75x75x75 mm.

19.47.2C Providing and fixing on wall face/column face unplasticised - each 98.44 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend 75 mm.

19.47.2D Providing and fixing on wall face/column face unplasticised - each 90.35 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - bend with door 75 mm. Yanam Page 134


19.47.2E Providing and fixing on wall face/column face unplasticised - each 76.87 PVC moulded fittings/accssories for unplasticisd - PVC soil and waste pipes conforming to IS : 14735 - 1999 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion - head rest bend 75 mm.

19.47.2F Providing and fixing on wall face/ column face unplasticised- each 23.46 PVC moulded fittings/ accessories for unplasticised PVC soil and waste pipes conforming to IS:4985 including of jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion - bend with door 50 mm.

19.47.3A Providing and fixing on wall face/ column face PVC (working metre 92.59 pressure 6 kg/sqcm) soil and waste pipes conforming to IS 4985 including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion - single socketed pipe - 50 mm dia

19.48.1.1 Providing and fixing soil, waste and vent pipes - 100mm dia - metre 308.72 Sand cast iron S&S pipe.

19.48.1.1B Providing and fixing PVC waste and vent pipe including metre 114.91 jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-75mm dia. outer diameter.(type A pipes).

19.48.1.1C Providing and fixing PVC waste and vent pipe including metre 301.58 jointing by rubber gasket with PVC lubricant with slipring to be filled up including cutting and making good the walls wherever necessary-140mm dia. outer diameter.(type A pipes)

19.48.2.1 Providing and fixing soil, waste and vent pipes - 75mm metre 265.01 diameter - Sand cast iron S&S pipe.

19.48.3.1 Providing and fixing soil, waste and vent pipes - 50mm dia - metre 179.16 Sand cast iron S&S pipe.

19.48A.1 Providing and filling the joints with spun yarn cement slurry joints 25.27 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 50 mm dia. pipe.

19.48A.2 Providing and filling the joints with spunyarn cement slurry each 35.55 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes. 75 mm dia. pipe.

19.48A.3 Providing and filling the joints with spunyarn cement slurry each 41.88 and cement mortar 1:2 (1 cement : 2 sand) in S.C.I/C.I pipes - 100 mm dia. pipe.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.49.1 providing and fixing m.s. holder-bat clamps of approved design No 88.43 to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 100 mm dia pipe.

19.49.1B Providing and fixing unplasticised PVC pipe clips of approved each 111.50 design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 75mm.

19.49.1C Providing and fixing unplasticised PVC pipe clips of approved each 135.79 design to unplasticised PVC soil and waste pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete - 110mm.

19.49.2 Providing and fixing M.S. holder-bat clamps of approved each 81.78 design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 75 mm dia pipe.

19.49.3 Providing and fixing M.S. holder-bat clamps of approved each 80.86 design to sand cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 50 mm dia pipe.

19.49.4 Providing and fixing M.S. holder-bat clamps of approved each 83.19 design to sand cast iron/ cast iron (spun)/ UPVC pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc - for 110 mm dia pipe.

19.50.1.1 Providing and fixing bend of required degree with access door, each 176.37 insertion rubber washer 3 mm thick, bolts and nuts complete - 100mm - sand cast iron S&S.

19.50.2.1 Providing and fixing bend of required degree with access door, each 151.32 insertion rubber washer 3 mm thick, bolts and nuts complete - 75 mm - sand cast iron S&S.

19.50.3.1 Providing and fixing bend of required degree with access door, each 120.27 insertion rubber washer 3 mm thick, bolts and nuts complete - Yanam Page 136

19 . Sanitary Installations Code No. Description Unit Rate Rs. 50 mm - sand cast iron S&S.

19.51.1.1 Providing and fixing plain bend of required degree - 100 mm - each 125.92 sand cast iron S&S.

19.51.2.1 Providing and fixing plain bend of required degree - sand cast each 95.30 iron S&S - 75 mm dia.

19.51.3.1 Providing and fixing plain bend of required degree - 50 mm - each 114.70 sand cast iron S&S.

19.52.1.1 Providing and fixing heel rest sanitary bend - 100 mm - sand each 152.90 cast iron S&S.

19.52.2.1 Providing and fixing heel rest sanitary bend - 75 mm - sand each 124.99 cast iron s&s.

19.52.3.1 Providing and fixing heel rest sanitary bend - 50 mm - sand each 101.68 cast iron s&s.

19.53.1.1 Providing and fixing double equal junction of required degree each 293.50 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 100 x 100 mm - sand cast iron

19.53.2.1 Providing and fixing double equal junction of required degree each 230.21 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 x 75 mm - sand cast iron s&s.

19.53.3.1 Providing and fixing double equal junction of required degree each 200.33 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 50 x 50 x 50 x 50 mm - sand cast iron S&S.

19.54.1.1 Providing and fixing double equal plain junction of required each 274.33 degree - 100 x 100 x 100 x 100 mm - sand cast iron S&S.

19.54.2.1 Providing and fixing double equal plain junction of required each 184.46 degree - 75 x 75 x 75 x 75 mm - Sand cast iron S&S.

19.54.3.1 Providing and fixing double equal plain junction of required each 161.03 degree - 50 x 50 x 50 x 50 mm - Sand cast iron S&S.

19.55.1.1 Providing and fixing single equal plain junction of required each 243.82 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 100 mm - sand cast iron s&s.

19.55.2.1 Providing and fixing single equal plain junction of required each 191.80 degree with access door,insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 75 mm - sand cast iron

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.55.3.1 Providing and fixing single equal plain junction of required each 149.36 degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 50 x 50 x 50 mm - sand cast iron

19.56.1.1 Providing and fixing single equal plain junction of required each 217.42 degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.56.2.1 Providing and fixing single equal plain junction of required each 135.78 degree - 75 x 75 x 75 mm sand cast iron s&s.

19.56.3.1 Providing and fixing single equal plain junction of required each 148.72 degree - 50 x 50 x 50 mm sand cast iron s&s.

19.57.1.1 Providing and fixing double unequal junction of required degree each 297.79 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.57.2.1 Providing and fixing double unequal junction of required degree each 270.80 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.57.3.1 Providing and fixing double unequal junction of required degree each 225.51 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 75 x 75 x 50 x 50 mm sand cast iron s&s.

19.58.1.1 Providing and fixing double unequal plain junction of required each 200.13 degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.

19.58.2.1 Providing and fixing double unequal plain junction of required each 200.13 degree - 100 x 100 x 50 x 50 mm - sand cast iron s&s.

19.58.3.1 providing and fixing double unequal plain junction of required No 162.76 degree - 75 x 75 x 50 x 50 mm - sand cast iron s&s.

19.59.1.1 Providing and fixing single unequal junction of required degree each 269.63 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 75 mm - sand cast iron s&s.

19.59.2.1 Providing and fixing single unequal junction of required degree each 257.31 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete - 100 x 100 x 50 mm - sand cast iron s&s.

19.59.3.1 Providing and fixing single unequal junction of required degree each 198.54 with access door, insertion rubber washer 3mm thick, bolts and nuts complete - 75x75x50mm - sand cast iron s&s.

19.60.1.1 Providing and fixing single unequal plain junction of required each 200.13 degree - 100 x 100 x 75 mm - sand cast iron s&s

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19.60.2.1 Providing and fixing single unequal plain junction of required each 200.13 degree - 100 x 100 x 50 mm - sand cast iron s&s.

19.60.3.1 Providing and fixing single unequal plain junction of required each 149.27 degree - 75 x 75 x 50 mm - sand cast iron s&s.

19.61.1.1 Providing and fixing double equal plain invert branch of each 267.58 required degree - 100 x 100 x 100 x 100 mm - sand cast iron s&s.



19.62.1.1 Providing and fixing single equal plain invert branch of each 233.85 required degree - 100 x 100 x 100 mm - sand cast iron s&s.

19.62.2.1 Providing and fixing single equal plain invert branch of each 169.51 required degree - 75 x 75 x 75 mm - and cast iron s&s.

19.62.3.1 Providing and fixing single equal plain invert branch of each 134.05 required degree - 50 x 50 x 50 mm - sand cast iron s&s.

19.63.1.1 Providing and fixing double unequal invert branch of required each 294.56 degree - 100 x 100 x 75 x 75 mm - sand cast iron s&s.



19.64.1.1 Providing and fixing single unequal plain invert branch of each 206.87 required degree - 100 x 100 x 75 mm - sand cast iron s&s.



19.66.1.1 Providing and fixing door piece, insertion rubber washer 3 mm each 210.09 thick, bolts and nuts complete - 100 mm - Sand cast iron S&S.

19.66.2.1 Providing and fixing door piece, insertion rubber washer 3 mm each 171.56 thick, bolts and nuts complete - 75 mm - sand cast iron S&S.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.66.3.1 Providing and fixing door piece, insertion rubber washer 3 mm each 140.51 thick, bolts and nuts complete - 50 mm - sand cast iron S&S.

19.67.1.1 Providing and fixing terminal guard - 100 mm - sand cast iron each 125.92 S&S.

19.67.1.1A Providing and fixing PVC 110 mm dia terminal guard - Vent No 47.68 cowl.

19.67.1.1B Providing and fixing PVC terminal guard (vent cowl) with each 61.45 necessary lubricant and slip ring, fixing complete-140mm.


19.67.2.1A Providing and fixing PVC terminal guard (vent cowl) with each 34.75 necessary lubricant and slip ring fixing complete - 75mm.


19.68.1.1 Providing and fixing collar - 100 mm - sand cast iron S&S. each 85.46 19.68.1.1A Providing and fixing PVC reducing socket with necessary each 91.81 lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 110x75mm.

19.68.2.1 Providing and fixing collar - 75 mm - sand cast iron S&S. each 75.06 19.68.3.1 Providing and fixing collar - 50 mm - sand cast iron S&S. each 59.85 19.68.3.1A Providing and fixing PVC reducing socket with necessary each 42.04 lubricant and slip ring for jointing, cutting and making good the walls wherever necessary - 75mm x 50mm.

19.70.1 Providing lead caulked joints to sand cast iron/centrifugally each 252.37 cast (spun) iron pipes and fittings of diameter - 100 mm.

19.70.2 Providing lead caulked joints to sand cast iron/centrifugally each 218.97 cast (spun) iron pipes and fittings of diameter - 75 mm.

19.70.3 Providing lead caulked joints to sand cast iron/centrifugally each 181.84 cast (spun) iron pipes of diameter 50 mm.

19.71.1 Providing and fixing M.S. stays and clamps for sand cast each 37.35 iron/centrifugally cast (spun) iron pipes of diameter - 100 mm.

19.71.2 Providing and fixing M.S. stays and clamps for sand cast each 33.71 iron/centrifugally cast (spun) iron pipes of diameter - 75 mm.

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19 . Sanitary Installations Code No. Description Unit Rate Rs. 19.71.3 Providing and fixing M.S. stays and clamps for sand cast each 31.99 iron/centrifugally cast (spun) iron pipes of diameter - 50 mm.

19.72.1 Providing and fixing sand cast iron trap of self cleansing design each 458.62 with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors - 100 mm inlet and 100 mm outlet.

19.72.1A Providing and fixing PVC trap with PVC grating with or each 397.90 without vent arm complete including providing necessary lubricant and slip ring for fixing fittings, cost of cutting and making good the walls and floors - 110mm inlet and 110mm outlet.



19.92.1 Cutting chases in brick masonary walls for following diameter metre 209.86 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 100 mm dia.

19.92.2 Cutting chases in brick masonary walls for following diameter metre 149.49 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 75 mm dia.

19.92.3 Cutting chases in brick masonary walls for following diameter each 93.70 sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) - 50 mm dia.

19.94 Painting CI Cistern with bitumastic or any other anti-corrasive each 332.88 paint inside and white paint over a coat of zinc chromate yellow primer ( of approved quality ) on the outside surface of the cistern flush pipe, other fittings, etc., complete for new Yanam Page 141

19 . Sanitary Installations Code No. Description Unit Rate Rs. work.

19.95 Re-painting C.I. Cistern with bitumastic or any other anti- each 216.77 corrosive paint inside and white paint on the outside surface of the cistern, flush pipe other fittings etc.complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary.

19.96.1 Painting sand cast iron/centrifugally cast (spun) iron soil, waste metre 15.80 vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 50 mm diameter pipe.

19.96.2 Painting sand cast iron/centrifugally cast (spun) iron soil, waste metre 26.44 vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 100 mm diameter pipe.

19.96.3 Painting sand cast iron/centrifugally cast (spun) iron soil, waste metre 20.18 vent pipes and fittings with paint of any colour such as chocolate, grey, or buff etc. over a coat of primer (of approved quality) for new work - 75mm diameter pipe.

19.97.1 Repainting sand cast iron/centrifugally cast iron (spun) iron, metre 7.23 soil, waste, vent pipes and fittings with paint of any colour such as chocolate grey or buff etc. - 50 mm diameter pipe.



19.97.4 Providing and laying (working pressure 6kg per sq.cm) soil & Rmt 283.51 waste pipes including jointing with solvent cement etc., complete. Using 110mm dia pipe.

19.97.5 Providing and fixing PVC pipe clips of 40 mm dia each 12.44

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20 . Water Supply Code No. Description Unit Rate Rs.

20.2.1.1 Providing and fixing G.I. pipes complete with G.I. fittings and metre 185.27 clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 15mm nominal bore (1.22 kg/m).

20.2.1.2 Providing and fixing G.I. pipes complete with G.I. fittings and metre 241.64 clamps, including cutting and making good the walls etc.(internal work) exposed on walls - 20mm nominal bore (1.58 kg/m)

20.2.1.2A Providing and fixing P.V.C pipes complete with fittings and metre 77.05 clamps, including cutting and making good the walls etc.(internal work) Concealed - 20mm nominal bore (15kg/sq.cm)

20.2.1.3 Providing and fixing G.I.pipes complete with G.I. fittings and metre 324.02 clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 25mm nominal bore (2.44 kg/m)

20.2.1.3A Providing and fixing P.V.C pipes complete with fittings and metre 97.37 clamps, including cutting and making good the walls etc.(internal work) Concealed - 25mm nominal bore (15kg/sq.cm)

20.2.1.4 Providing and fixing G.I.pipes complete with G.I. fittings and metre 398.44 clamps, including cutting and making good the walls etc. (internal work) exposed on wall - 32 mm nominal bore. (3.17 Kg/m)

20.2.1.5 Providing and fixing G.I.pipes complete with G.I. fittings and metre 433.87 clamps, including cutting and making good the walls etc. (internal work) - 40mm nominal bore (3.61 kg/m)

20.2.1.6 Providing and fixing G.I.pipes (class b) complete with G.I. metre 518.73 fittings and clamps, including cutting and making good the walls etc. (internal work) - 50mm nominal bore. (5.17 Kg/m)

20.2.2.1 Providing and fixing G.I. pipes complete with G.I. fittings and metre 240.15 clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall - 15 mm nominal bore (1.22 kg/m)

20.2.2.2 Providing and fixing G.I. pipes complete with G.I. fittings and metre 292.76 clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall - 20 mm nominal bore

Yanam Page 143

20 . Water Supply Code No. Description Unit Rate Rs. 20.3.1 Providing and fixing G.I. pipe complete with G.I. fittings metre 162.14 including trenching and refilling etc., (extranal work) - 15 mm dia nominal bore

20.3.2 Providing and fixing G.I. pipe complete with G.I. fittings metre 208.81 including trenching and refilling etc., (extranal work) - 20 mm dia nominal bore

20.3.3 Providing and fixing G.I pipes complete with G.I fittings metre 281.36 including trenching and refilling and etc. (external work ) - 25 mm dia nominal bore

20.3.4 Providing and fixing G.I. pipes complete with G.I. fittings metre 341.19 including trenching and refilling etc.(external work) - 32mm nominal bore (3.14 kg/m)

20.3.5 Providing and fixing G.I. pipes complete with G.I. fittings metre 362.24 including trenching and refilling etc. (external work) - 40mm nominal bore





20.3.10 Providing and fixing G.I. pipes complete with G.I. fittings metre 1805.57 including trenching and refilling etc. (external work ) 150 mm nominal bore

20.4.1 Making connection of G.I. distribution branch with G.I. main each 245.39 of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 25 - 40 mm nominal

20.4.2 Making connection of G.I. distribution branch with G.I. main each 574.86 of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete - 50 to 80 mm nominal bore.

20.4.3 Making connection of G.I. distribution branch with G.I. main each 1121.83 of following sizes by providing and fixing tee, including cutting

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20 . Water Supply Code No. Description Unit Rate Rs. and threading the pipe etc. complete - 100 to 150 mm nominal bore.

20.6 Fixing water meter and stop cock in G.I pipe line including each 185.56 cutting and threading the pipe, making long screws etc. complete. (cost of water meter and stop cock to be paid separately).

20.6A Providing and fixing water meter and stop cock in 25mm G.I each 1630.26 pipe line including cutting and threading the pipe, making long screws, bolts, nuts, rubber insertions and testing the water meter etc. complete (Actaris/Slumberger/GSV/E&H).

20.7.1 Providing and fixing brass bib cock of approved quality - 15 each 165.58 mm nominal bore.



20.8.1 Providing and fixing brass stop cock of approved quality - 15 each 152.68 mm nominal bore.




20.9.1 Providing and fixing brass gate valve with C.I. wheel of each 184.36 approved quality (screwed end) - 15mm nominal bore.






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20.9.7 Providing and fixing brass gate valve with C.I. wheel of each 1194.57 approved quality (screwed end) - 65 mm nominal bore.

20.9.8 Providing and fixing brass gate valve with C.I. wheel of each 1902.07 approved quality (screwed end) 80 mm nominal bore.

20.10.3.1 Providing and fixing ball valve (brass) of approved quality each 204.71 complete - high or low pressure with plastic floats - 15 mm nominal bore.

20.10.3.2 Providing and fixing ball valve (brass) of approved quality each 329.10 complete - high or low pressure with plastic floats - 20 mm nominal bore.

20.10.3.3 Providing and fixing ball valve (brass) of approved quality each 365.53 complete - high or low pressure with plastic floats - 25mm nominal bore.

20.11.1.1 Providing and fixing gun metal non-return valve of approved each 369.92 quality (screwed end) - 25 mm nominal bore - horizontal.

20.11.1.2 Providing and fixing gun metal non-return valve of approved each 252.61 quality (screwed end) - 25 mm nominal bore - vertical.









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20 . Water Supply Code No. Description Unit Rate Rs. 20.11.6.1 Providing and fixing gun metal non-return valve of approved each 2666.50 quality (screwed end) - 80 mm nominal bore - horizontal.




20.12.1 Providing and fixing brass ferrule C.I. mouth cover including each 176.83 boring and tapping the main - 15 mm nominal bore.



20.13.1.1 Providing and fixing unplasticised PVC connection pipe with each 70.24 brass unions - 30cm length - 15mm nominal bore.

20.13.1.2 Providing and fixing unplasticised PVC connection pipe with each 83.72 brass unions - 30 cm length - 20 mm nominal bore.

20.13.2.1 Providing and fixing unplasticised PVC connection pipe with each 105.69 brass unions - 45 cm length - 15 mm nominal bore.

20.14.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm each 595.56 inlet - 100 mm diameter.

20.14.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm each 714.61 inlet - 150 mm diameter.

20.19 Laying in position centrifugally cast (spun) / Ductile Iron S&S quintal 75.30 or flanged pipes.

20.20 Laying in position S&S or flanged C.I. / D.I. specials such as quintal 138.30 tees, bends, collars, tapers and caps etc.

20.21 Providing and laying S&S centrifugally cast iron pipes (class quintal 5335.55 LA).

20.24.1 Providing and laying S&S standard specials such as tees, bends, qtl 5398.55 collors, tapers, caps etc. (Heavy class) upto 300 mm dia.

20.24.2 Providing and laying S&S standard specials such as tees, bends, quintal 5675.40 collors, tapers, caps etc. (Heavy class) over 300 mm dia.

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20.25.1 Providing and laying flanged C.I. standard specials such as tees, quintal 5813.83 bends, collars, tapers, caps etc. (Heavy class) - upto 300 mm dia.

20.25.2 Providing and laying flanged C.I. standard specials such as tees, quintal 6229.11 bends, collars, tapers, caps etc. (Heavy class) - over 300 mm dia.

20.26A.1 Providing and laying S&S C.I. non standard specials (Heavy quintal 5536.97 class) - upto 300 mm dia.

20.26A.2 Providing and laying S&S C.I. non standard specials (heavy quintal 5813.83 class) - over 300 mm dia.

20.26B.1 Providing and laying flanged C.I. non standard specials (heavy quintal 6021.47 class) - upto 300 mm dia.

20.26B.2 Providing and laying flanged C.I. non standard specials (Heavy quintal 6436.75 class) - over 300 mm dia.

20.45.1 Providing lead caulked joint to spun iron or C.I. pipes and Joints 104.21 specials including testing of the joints but excluding the cost of pig lead - 80 mm diameter pipe.







20.46 Supplying pig lead at site of work. qtl. 17596.73

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20 . Water Supply Code No. Description Unit Rate Rs. 20.47.1 Providing flanged joints to double flanged C.I. pipes and each 227.68 specials including testing of joints - 80mm diameter pipe.

20.47.2 Providing flanged joints to double flanged C.I. pipes and each 418.92 specials including testing of joints - 100mm diameter pipe.






20.48.1.1 Providing and fixing C.I. sluice valves (with cap) complete each 3473.90 with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 80 mm dia. - class I.

20.48.2.1 Providing and fixing C.I. sluice valve (with cap) complete with each 4864.23 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 100 mm dia. - class I.


20.48.4.1 Providing and fixing C.I. sluice valve (with cap) complete with each 7523.83 bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) - 150mm diameter - class I.




20.50.2 Constructing masonry Chamber 30 x 30 x 50 cm, inside with each 759.99 35 class designation brick work in cement mortar 1:5 (1

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20 . Water Supply Code No. Description Unit Rate Rs. cement : 5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.51.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4655.38 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.52.2 Constructing masonry Chamber 90 x 90 x100 cm inside with each 8001.09 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100 mm top diameter 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35.

20.53.2 Constructing masonry Chamber 120x120x100cm inside with each 11138.97 35 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve, with C.I. surface box 100mm top diameter 160mm bottom diameter and 180mm deep (inside) with chained lid and R.C.C top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (2 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design - with bricks class designation 35

20.54.2 Constructing masonry Chamber 60 x 60 x 75 cm inside with each 4552.60 35 class designation brick work in cement mortar 1:5 (1 Yanam Page 150

20 . Water Supply Code No. Description Unit Rate Rs. cement : 5 fine sand) for fire hydrants, with C.I. surface box 350 x 550 mm top and 165 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35

20.55.2 Constructing masonry chamber 60 x 45 x 50 cm inside with 35 each 4390.54 class designation brick work in cement mortar 1:5 (1 cement : 5 fine sand) for water meter complete, with C.I. double flap surface box 400 x 200 x 200 mm (inside) with locking arrangement and R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - with brick class designation 35 20.76.1 Painting G.I. pipes and fittings with white paint over a ready metre 6.50 mixed priming coat, both of approved quality for new work - 15mm diameter pipe.

20.76.2 Painting G.I. pipes and fittings with white paint over a ready metre 7.70 mixed priming coat, both of approved quality for new work - 20mm diameter pipe.

20.76.3 Painting G.I. pipes and fitting with white paint over a ready metre 10.11 mixed priming coat, both of approved quality for new work - 25mm diameter pipe.



20.77.1 Repainting G.I.pipes and fittings with white paint of approved metre 3.33 quality - 15 mm diameter pipe.

20.77.2 Repainting G.I.pipes and fittings with white paint of approved metre 3.90 quality - 20 mm diameter pipe


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20.78.1 Painting G.I. pipes and fittings with two coats of anti- metre 3.82 corrosive bitumastic paint of approved quality - 15 mm



20.78.4 Painting G.I. pipes and fittings with two coats of anti- metre 6.88 corrosive bitumastic paint of approved quality - 32mm





20.79.1 Providing and filling sand of grading zone V or coarser grade metre 41.18 alround the G.I. pipes in external work - 15 mm diameter



20.79.4 Providing and filling sand of grading zone V or coarser grade metre 43.96 alround the G.I. pipes in external work - 32mm diameter



Yanam Page 152

20 . Water Supply Code No. Description Unit Rate Rs. pipe. 20.79.7 Providing and filling sand of grading zone V or coarser grade metre 72.90 alround the G.I. pipes in external work - 65 mm diameter


20.83.1 Boring with 100 mm diameter casing pipe for hand pump/tube metre 204.79 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - upto 6 metre depth.

20.83.2 Boring with 100 mm diameter casing pipe for hand pump/tube metre 243.15 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 6 m and upto 12 m depth.

20.83.3 Boring with 100 mm diameter casing pipe for hand pump/tube metre 283.24 well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested - beyond 12 m and upto 18 m depth.

20.84 Providing and placing in position filter of 40 mm diameter G.I. metre 377.19 pipe with brass strainer of approved quality.

20.85 Providing and fixing to filter and lowering to proper level 40 metre 349.47 mm G.I. pipe for tubewell including cleaning and priming the tubewell.

20.86 Providing and placing in position hand pump of approved each 1056.81 quality for 40 mm diameter G.I. pipe complete with all accessories.

20.87.1 Providing and fixing G.I union in G.I pipe including cutting and each 102.80 threading the pipe and making long screws etc. complete (new work). 15mm nominal bore .




20.87.5 Providing and fixing G.I union in G.I pipe including cutting and each 233.01 threading the pipe and making long screws etc. complete (new work). 40mm nominal bore . Yanam Page 153





20.89 Providing and placing on terrace (at all floor levels) litre 8.05 polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet, over flow pipes with all fittings but without the base support for tank (Sintex ISI ).

20.90 Providing and fixing C.P brass bib cock of approved quality each 208.97 conforming to IS:8931 - 15 mm nominal bore.

20.91 Providing and fixing C.P. brass long nose bib cock of approved each 292.62 quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.

20.92 Providing and fixing C.P. brass long body bib cock of approved each 341.12 quality conforming to IS standards and weighing not less than 690 gms - 15 mm nominal bore.

20.93 Providing and fixing C.P brass stop cock (consealed) of each 305.76 standard design and of approved make conforming to IS:8931 - 15 mm nominal bore.

20.94 Providing and fixing C.P. brass angle valve for basin mixer and each 243.81 gyser points of approved quality conforming to IS: 8931 - 15 mm nominal bore.

20.95 Providing and fixing C.P brass close hole basin mixer pillar tap each 998.34 of approved quality and make, weighing not less than 1.970 kg - 15 mm nominal bore of standard back type.

20.101.1 Providing and fixing C.I. double acting air valve of approved each 3755.69 quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) - 50 mm dia.

20.101.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 104.65 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 12.70mm

Yanam Page 154

20 . Water Supply Code No. Description Unit Rate Rs. nominal bore.

20.101.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 116.06 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 12.70mm nominal bore.



20.102.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 124.92 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 19.05mm nominal bore.

20.102.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 124.92 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 19.05mm nominal bore.

20.102.1C Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 124.92 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 19.05 mm nominal bore.

20.102.1D Providing and fixing CPVC pipes (SDR - 11) complete with metre 135.06 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 19.05 mm nominal bore.

20.103.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 150.78 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 25 mm nominal bore.

20.103.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 169.85 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) exposed on walls - 25 mm nominal bore.

20.103.1C Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 150.78 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 25 mm nominal

Yanam Page 155

20 . Water Supply Code No. Description Unit Rate Rs. 20.103.1D Providing and fixing CPVC pipes (SDR - 11) complete with metre 169.85 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 25 mm nominal

20.104.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 205.46 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 32 mm nominal

20.104.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 237.76 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 32 mm nominal

20.105.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 261.34 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 38.5 mm nominal bore.

20.105.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 320.83 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 38.5 mm nominal bore.

20.106.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 384.59 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed - 50.80 mm nominal bore.

20.107.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 155.70 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including chases and making good the wall - 12.70 mm nominal bore

20.107.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 167.12 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including chases and making good the wall - 12.70 mm nominal bore

20.108.1A Providing and fixing CPVC pipes (SDR - 13.5) complete with metre 172.22 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including cutting chases and making good the wall - 19.05 mm dia.

20.108.1B Providing and fixing CPVC pipes (SDR - 11) complete with metre 182.36 CPVC fittings and clamps, including cutting and making good the walls etc. (internal work) Concealed pipe including cutting chases and making good the wall - 19.05 mm dia.

20.109.1A Providing and fixing CPVC (SDR - 13.5) pipe complete with metre 90.64 CPVC fittings including trenching and refilling etc., (extranal work) - 12.70 mm dia nominal bore

Yanam Page 156

20 . Water Supply Code No. Description Unit Rate Rs. 20.109.1B Providing and fixing CPVC (SDR - 11) pipe complete with metre 100.76 CPVC fittings including trenching and refilling etc., (extranal work) - 12.70 mm dia nominal bore


20.110.1B Providing and fixing CPVC (SDR - 11) pipe complete with metre 114.28 CPVC fittings including trenching and refilling etc., (extranal work) - 19.05 mm dia nominal bore






20.113.1B Providing and fixing CPVC (SDR - 11) pipe complete with metre 261.98 CPVC fittings including trenching and refilling etc., (extranal work) -38.10 mm dia nominal bore



20.115.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 872.89 CPVC fittings including trenching and refilling et. (external work) - 65 mm nominal bore

20.116.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 1120.04 CPVC fittings including trenching and refilling etc. (external work) - 76.20 mm nominal bore

Yanam Page 157


20.117.1A Providing and fixing CPVC pipes (Sch - 40) complete with metre 1587.98 CPVC fittings including trenching and refilling et. (external work) - 101.60 mm nominal bore

Yanam Page 158

21 . Drainage Code No. Description Unit Rate Rs.

21.1.1 Providing laying and jointing glazed stoneware pipes grade À' metre 137.95 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 100 mm diameter.

21.1.2 Providing laying and jointing glazed stoneware pipes grade À' metre 220.43 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete - 150mm diameter.




21.1A.1 Providing laying and jointing glazed stoneware pipes grade À' metre 141.79 with stiff mixture of cement mortar in the proportion of 1:3 (1 cement : 3 fine sand) including testing of joints etc. complete - 100 mm diameter.



21.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 449.08 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 100 mm diameter.

21.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 549.21 coarse sand : 10 graded stone aggregate 40mm nominal size) alround S.W. pipes including bed concrete as per standard design - 150mm diameter.

Yanam Page 159

21 . Drainage Code No. Description Unit Rate Rs. 21.2.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 640.24 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design - 200 mm diameter.



21.3.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 213.43 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 100 mm diameter.



21.3.4 Providing and laying cement concrete 1:5:10 (1 cement : 5 metre 446.04 coarse sand : 10 graded stone aggregate 40mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design - 230 mm diameter.


21.4.1.2 Providing and fixing square-mouth S.W. gully trap grade `A' each 1075.09 complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per standard design - 100 x 100 mm size P type.

21.4.2.2 Providing and fixing square-mouth S.W. gully trap grade `A' each 1092.69 complete with C.I. grating brick masonry chamber with bricks of class designation 35 and water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg. and frame to be not less than 2.70 kg. as per Yanam Page 160

21 . Drainage Code No. Description Unit Rate Rs. standard design - 125 x 100 mm size P type.



21.5.1 Dismantling of old S.W. pipes including breaking of joints and metre 17.32 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 100 mm diameter



21.5.4 Dismantling of old S.W. pipes including breaking of joints and metre 20.80 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps - 230 mm dia.


21.5.6 Dismantling of old S.W. pipes including breaking of joints and metre 22.54 bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materiasl into municipal dumps - 300 mm diameter


Yanam Page 161




21.6.1 Providing and laying non-pressure NP2 class (light duty) metre 212.46 R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete - 100 mm dia.






21.11.1.2 Constructing brick masonry manhole with 35 class designation each 6160.45 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design - inside size 90 x

Yanam Page 162

21 . Drainage Code No. Description Unit Rate Rs. 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg) - with bricks of class designation 35.

21.11.2.2 Constructing brick masonry manhole with 35 class designation each 6686.16 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) neatly finished complete as per standard design - inside size 90 x 80cm and 60cm deep including C.I. cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) - with bricks of class designation 35.

21.11.3.2 Constructing brick masonry manhole with 35 class designation each 10684.07 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg. and weight of frame 58 kg) - with bricks of class designation 35.

21.11.4.2 Constructing brick masonry manhole with 35 class designation each 11990.71 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of nean cement complete as per standard design - inside size 120 x 90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg. (weight of cover 108 kg.

Yanam Page 163

21 . Drainage Code No. Description Unit Rate Rs. and weight of frame 100 kg) - with bricks of class designation 35.

21.12.1.2 Extra for depth for manholes - size of 90 x 80 cm - with metre 3474.21 bricks of class designation 35.

21.12.2.2 Extra for depth for manholes - size 120 x 90 cm - with bricks metre 4161.12 of class designation 35.

21.17.1 Providing M.S. foot rests including fixing in manholes with 20 each 199.11 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 x 20 mm square bar.

21.17.2 Providing M.S. foot rests including fixing in manholes with 20 each 159.35 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design - with 20 mm diameter round bar.

21.18.1 Replacement of M.S. foot rest in manhole including each 224.99 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrte blocks 1:3:6 ( 1 Cement : 3 coarse Sand : 6 grade stone aggregate 20mm nominal size ) with 20 x 20 mm

21.18.2 Replacement of M.S foot rests in manhole including each 196.83 dismantling concrete blocks and fixing with 20 x 20 x 10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 coarse sand : 6 grade stone aggregate 20 mm nominal size) with 20 mm diamter round bar.

21.19.1 supplying and fixing C.I. cover without frame for manholes - No 492.38 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

21.19.2 supplying and fixing C.I. cover without frame for manholes - No 1140.13 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

21.19.3 Supplying and fixing C.I. cover without frame for manholes - .No 1659.83 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg

21.19A.1.1 Providing and fixing in position precast R.C.C manhole cover each 1018.10 and frame of reqired shape and approved quality - LD - 2.5 - rectangular shape 600 x 450 mm internal dimensions.

21.19A.1.2 Providing and fixing in position precast R.C.C manhole cover each 867.11 and frame of reqired shape and approved quality - LD - 25 - square shape 450 mm internal dimensions

21.19A.1.3 Providing and fixing in position precast R.C.C manhole cover each 796.72 Yanam Page 164


21.19A.2.1 Providing and fixing in position precast R.C.C manhole cover each 989.49 and frame of reqired shape and approved quality - MD - 10 - square 500 mm internal dimensions.

21.19A.2.2 Providing and fixing in position precast R.C.C manhole cover each 941.65 and frame of reqired shape and approved quality - MD - 10 - circular shape 500 mm internal diamter

21.19A.3.1 Providing and fixing in position precast R.C.C manhole cover each 1278.10 and frame of reqired shape and approved quality - HD - 20 - circular shape 560 mm internal diameter. dimensions.

21.19A.4.1 Providing and fixing in position precast R.C.C manhole cover each 2879.41 and frame of reqired shape and approved quality - EHD - 35 - circular shape 560 mm internal dia.

21.20 Supplying and fixing C.I. cover 300 x 300 mm without frame No 300.28 for gully trap (standard pattern) the weight of the cover to be not less than 4.5 kg.

21.21.1 Making connection of drain or sewer line with existing each 220.42 manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. - for pipes 100 to 230 mm diameter.



Yanam Page 165


21.22.1 Providing sand cast iron drop connection externally for 60 cm each 3914.96 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine cement) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 100 mm dia. sand cast iron drop connection.

21.22.2 Providing sand cast iron drop connection externally for 60 cm each 5786.52 drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate with 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 fine sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulkled joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe making required channels complete as per standard design and specification. - 150 mm dia. sand cast iron drop connection.

21.23.1 Extra for depths beyond 60 cm of sand cast iron drop metre 1276.94 connection complete. - for 100 mm dia sand cast iron drop connection.

21.23.2 Extra for depths beyond 60 cm of sand cast iron drop metre 1755.69 connection complete. - for 150 mm dia sand cast iron drop connection.

21.24.1 Dismantling of manhole including R.C.C.top slab, C.I. cover each 505.62 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 90 x 80 cm and 45 cm deep.

21.24.2 Dismantling of manhole including R.C.C.top slab, C.I.cover each 884.88 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular manhole 120 x 90 cm and 90 cm deep.

Yanam Page 166

21 . Drainage Code No. Description Unit Rate Rs. 21.24.3 Dismantling of manhole including R.C.C.top slab,C.I.cover each 1652.43 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Rectangular arch type manhole 140 x 90 cm and 2.45 m deep.

21.24.4 Dismantling of manhole including R.C.C.top slab, C.I.cover each 1282.69 with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead - Circular manhole 122 cm diameter and 1.68 m deep.

21.25.1 Extra for depth of manholes dismantled-rectangular manhole metre 399.74 90 x 80 cm and 45cm deep

21.25.2 Extra for depth of manholes dismantled - rectangular manhole metre 475.99 120 x 90 cm and 90 cm deep.

21.25.3 Extra for depth of manholes dismantled - rectangular arch meter 385.71 type manhole 140 x 90 cm and 2.45 m deep. (upto 4.25 m

21.26A Providing R.C.C.spun vent shaft with cowl 140 mm and 200 each 10351.88 mm internal and external dia. respectively at top 300 and 450 mm internal and external dia. respectively at bottom and 9.10 m overall length, bottom 1.25 m below ground level fixed in a pit 90 x 90 x 150 cm with cement concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 20 mm nominal size) 25 cm in bed and minimum 20 cm alround with top 15 cm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), junction of vent shaft and concrete grouted with cement mortar 1:1 (1 cement : 1 fine sand) including making connection with sewer manhole with 150 mm dia. cement concrete pipe of required length complete as per standard design.

21.27.2 Constructing brick masonry road gully chamber 50x45x60cm each 2969.97 with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design:- With Class 35 designation bricks.

21.28.2 Constructing brick masonry road gully chamber each 3118.58 45x45x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cement : 5 fine sand) with precast R.C.C. vertical grating complete as per standard design - with class designation 35 bricks.

21.29.2 Constructing brick masonry road gully chamber each 5631.44 110x50x77.5cm with bricks of class designation 35 in cement mortar 1:5 (1 cment : 5 fine sand) including 500x450mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design:-with class designation Yanam Page 167

21 . Drainage Code No. Description Unit Rate Rs. 35 bricks.

21.33.1.2 Constructing brick masonry chamber for underground each 3167.36 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 455 x 610 mm and 45 cm deep for single pipe line. - With 35 class designation bricks. 21.33.2.2 Constructing brick masonry chamber for underground each 3745.85 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 fine sand) C.I. cover with frame (light duty) 455x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 500 x 700 mm and 45 cm deep for pipe line with one or two inlets.

21.33.3.2 Constructing brick masonry chamber for underground each 4378.06 C.I.inspection chamber and bends with 35 class designation bricks in cement mortar 1:5 (1 cement : 5 sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design - inside dimensions 600 x 850 mm and 45 cm deep for pipe line with three or more inlets.

21.34.1.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 2342.37 455x610 mm size with bricks of class designation 35.

Yanam Page 168

21 . Drainage Code No. Description Unit Rate Rs. 21.34.2.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 2555.10 500x700 mm size with bricks of class designation 35.

21.34.3.2 Extra for depth beyond 45 cm or brick masonry chamber - for metre 2975.08 600 x 850 mm size with bricks of class designation 35.

21.35.1.2 Constructing brick masonry open surface drain with bricks of metre 404.61 class designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 10 cm drain 20 cm average depth with class designation 35 bricks.

21.35.2.2 Constructing brick masonry open surface drain with class metre 430.20 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 15 cm drain 20 cm average depth - with brick class designation 35. 21.35.3.2 Constructing brick masonry open surface drain with class metre 584.19 designation 35 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design - 25 cm drain 30 cm average depth - with brick class designation 35. 21.39.2 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm each 9887.06 dry brick honey comb shaft with bricks of class designation 35 and S.W drain pipe 100mm diameter, 1.8m long complete as per standard design - with brick of class designation 35.

21.40 Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brick each 1284.25 bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

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22 . Miscellaneous Code No. Description Unit Rate Rs.

22.9.2 Cutting holes upto 30 x 30 cm in walls including making good each 121.67 the same with bricks of class designation 35.

22.10 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for each 111.07 passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof.

22.15 Making chases upto 7.5x7.5 cm in walls including making good metre 51.42 after housing G.I. pipe etc.

22.20.1 Disinfecting C.I. water mains by flushing with water containing 100 mts 405.26 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 80 mm diametre

22.20.2 Disinfecting C.I. water mains by fluhing with water containing 100 mts 536.22 bleaching powder at 0.5gm per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the samples of water from the disinfected main tested in the Public health laboratory: 100mm diametre C.I. pipe.

22.20.3 Disinfecting C.I. water mains by fluhing with water containing 100 mts 677.95 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 125 mm diametre C.I. pipe.



22.20.6 Disinfecting C.I. water mains by fluhing with water containing 100 mts 1469.19 bleaching powder at 0.5gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the Public health laboratory: 250 mm diametre Yanam Page 170

22 . Miscellaneous Code No. Description Unit Rate Rs. C.I. pipe.







22.21.1 Extra for every operation of disinfecting the C.I. main by 100 mts 149.05 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 80 mm diameter C.I. pipe.

Yanam Page 171

22 . Miscellaneous Code No. Description Unit Rate Rs. 22.21.2 Extra for every operation of disinfecting the C.I. main by 100 mts 182.68 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the Public health laboratory - 100 mm diameter C.I. pipe.

22.21.3 Extra for every operation of disinfecting the C.I. main by 100 mts 226.01 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health laboratory - 125 mm diameter C.I. pipe.







22.21.10 Extra for every operation of disinfecting the C.I. main by 100 mts 950.17 flushing with water containing bleching powder at 0.5gms per litre of water and cleaning the same with fresh water including getting the samples of water tested in the Public health Yanam Page 172

22 . Miscellaneous Code No. Description Unit Rate Rs. laboratory - 450 mm diameter C.I. pipe.



22.22.1 Dismantling old C.I. pipes including excavation and refilling metre 122.69 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 80 mm diameter

22.22.2 Dismantling old C.I. pipes including excavation and refilling metre 125.86 trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site, lead upto 50 metres : 100 mm






22.22.8 Dismantling old C.I. pipes including excavation and refilling metre 177.24 Yanam Page 173

22 . Miscellaneous Code No. Description Unit Rate Rs.





22.23.1 Labour for cutting C.I. pipe with steel saw:- 80mm diameter each 30.93 C.I. pipe.









Yanam Page 174

22 . Miscellaneous Code No. Description Unit Rate Rs. 22.23.10 Labour for cutting C.I. pipe with steel saw:- 450mm diameter each 231.81 C.I. pipe.



22.24 Supplying and stacking of hard stone (for stone pitching) 22.5 cum 774.26 cm thick at site.

22.25A Dry stone pitching 22.5 cm thick laid in courses and required sqm 132.58 profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. ( Excluding cost of stone)

22.26.1 75 mm thick back filling for pitching including supplying of sqm 51.25 required materials and consolidation etc. complete with moorum.

22.26.2 75 mm thick back filling for pitching including supplying of sqm 159.45 required materials and consolidation etc. complete with stone aggregate 20 mm nominal size.

22.26.3 75 mm thick back filling for pitching including supplying of sqm 100.42 required materials and consolidation etc. complete with stone aggregate 40 mm nominal size.

Yanam Page 175

23 . Pile Work Code No. Description Unit Rate Rs.

23.2.1A Boring,providing and installing bored cast - in - situ reinforced Rmt 660.51 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 300 mm dia.

23.2.1B Boring, providing and installing bored cast-in-situ reinforced metre 548.41 cement concrete piles of specified diameter and length below the pile cap in cement concrete piles with RCC M20 grade to carry a safe working load not less than the specified , excluding the cost of steel reinforcement but including the cost of boring with casing and/ of bentonite solution and the length of the pile to be embedded in the pile cap (length of pile of payment shall be measured upto bottom of pile cap)-300 mm dia piles.

23.2.2A Boring,providing and installing bored cast - in - situ reinforced Rmt 1359.94 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 400mm dia

23.2.3A Boring,providing and installing bored cast - in - situ reinforced Rmt 1717.50 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring

Yanam Page 176

23 . Pile Work Code No. Description Unit Rate Rs. with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 450mm dia

23.2.4A Boring,providing and installing bored cast - in - situ reinforced Rmt 3056.37 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 600 mm dia.

23.2.5 Boring,providing and installing bored cast - in - situ reinforced Rmt 2118.32 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 500 mm dia.

23.3.1 Boring, providing and installing cast-in-situ single under metre 657.32 reamed piles of specified diametre and length below the pile cap in cement concrete piles with -M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile Yanam Page 177

23 . Pile Work Code No. Description Unit Rate Rs. cap. (length of pile for payment shall be measured upto bottom of pile cap)- 300 mm dia piles.

23.3.2 Boring, providing and installing cast-in-situ single under metre 1245.61 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap) - 400 mm dia piles.

23.3.3 Boring, providing and installing cast-in-situ single under metre 1605.46 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 450 mm dia piles.

23.3.4 Boring, providing and installing cast-in-situ single under metre 2017.83 reamed piles of specified diametre and length below the pile cap in cement concrete piles - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 500 mm dia piles.

23.4 Extra for boring, providing and installing cast in situ double bulb 760.21 under reamed piles, instead of single under ream of specified diameter and length (only the quantity of extra bulbs are to be paid).

23.7.1.1.3 Vertical load testing of piles in accordance with IS: 2911 (Part MT 510.30 IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantaling of test cap after test etc. complete as per specification and the direction of Engineer in charge. - routine test -in all capacity

23.8.1 Conducting standard penetration test as per IS 2131 - 1981 test 1706.88 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete.- upto 10metre

23.8.2 Conducting standard penetration test as per IS 2131 - 1981 test 2372.63 using split spoon sampler and drive weight assembly at required Yanam Page 178

23 . Pile Work Code No. Description Unit Rate Rs. depth in all type of soil including hire charges for machinery and labour etc., all complete.- 10 to 20 metre.

23.8.3 Conducting standard penetration test as per IS 2131 - 1981 test 2856.53 using split spoon sampler and drive weight assembly at required depth in all type of soil including hire charges for machinery and labour etc., all complete.- 20 to 30 metre.

23.9.1A Boring,providing and installing bored cast - in - situ reinforced Rmt 705.77 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 300 mm dia.(Using cement SRPC)

23.9.1B Boring, providing and installing bored cast-in-situ reinforced Rmt 588.48 cement concrete piles of specified diameter and length below the pile cap in cement concrete piles with RCC M20 grade to carry a safe working load not less than the specified , excluding the cost of steel reinforcement but including the cost of boring with casing and/ of bentonite solution and the length of the pile to be embedded in the pile cap (length of pile of payment shall be measured upto bottom of pile cap)-300 mm dia piles.(Using cement SRPC)

23.9.2A Boring,providing and installing bored cast - in - situ reinforced Rmt 1439.86 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto

Yanam Page 179

23 . Pile Work Code No. Description Unit Rate Rs. the bottom of pile cap) - 400mm dia (Using Cement SRPC)

23.9.3A Boring,providing and installing bored cast - in - situ reinforced Rmt 1818.59 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 450mm dia (Using cement SRPC)

23.9.4A Boring,providing and installing bored cast - in - situ reinforced Rmt 3236.12 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - 600 mm dia.(Using Cement SRPC)

23.9.5 Boring,providing and installing bored cast - in - situ reinforced Rmt 2242.96 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 428 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto

Yanam Page 180

23 . Pile Work Code No. Description Unit Rate Rs. the bottom of pile cap) - 500 mm dia.(Using cement SRPC)

23.10.1 Boring, providing and installing cast-in-situ single under metre 706.74 reamed piles of specified diametre and length below the pile cap in cement concrete piles with -M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap)- 300 mm dia piles.(Using Cement SRPC)

23.10.2 Boring, providing and installing cast-in-situ single under metre 1339.48 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (length of pile for payment shall be measured upto bottom of pile cap) - 400 mm dia piles.(Using cement SRPC)

23.10.3 Boring, providing and installing cast - in - situ single under metre 1726.52 reamed piles of specified diametre and length below the pile cap in cement concrete piles with - M35 grade with a minimum cement concrete of 428 kg / cum to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be meaured upto bottom of pile cap) - 450 mm dia piles. (Using cement SRPC)

23.10.4 Boring, providing and installing cast-in-situ single under metre 2170.26 reamed piles of specified diametre and length below the pile cap in cement concrete piles - M35 Grade with a minimum cement content of 428 kg / cum to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in the pile cap. (Length of pile for payment shall be measured upto bottom of pile cap) - 500 mm dia piles.(Using Cement SRPC)

23.11 Extra for boring, providing and installing cast in situ double bulb 781.15 under reamed piles, instead of single under ream of specified diameter and length (only the quantity of extra bulbs are to be paid).(Using cement SRPC)

Yanam Page 181

24 . Aluminium Work Code No. Description Unit Rate Rs.

24.1.1 Providing and fixing anodised aluminium work for doors, kg 369.38 windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for fixed portion.

24.1.2 Providing and fixing anodised Aluminium work for doors, kg 386.55 windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS: 733 and IS: 1285, anodised transparent or dyed to required shade according to IS: 1868. (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer - in - charge. (Glazing and panelling to be paid for separately) - for shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of pvc/neoprene gasket required (fittings shall be paid for separately).

24.2.1 Providing and fixing 12 mm thick prelaminated three layer sqm 765.58 medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative lamination on one side and balancing lamination on

24.2.2 Providing and fixing 12 mm thick prelaminated three layer sqm 765.55 medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and

Yanam Page 182

24 . Aluminium Work Code No. Description Unit Rate Rs. partition frames with C.P. brass stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge - Pre-laminated particle board with decorative laminition on both sides.

24.2.3 Providing 12 mm thick prelaminated three layer medium sqm 568.02 density (exterior grade) particle board Grade I, type II concorming to IS: 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brasss/ stainless steel screws etc. complete with non decorative lamination on both sides.

24.3.1 Providing and fixing glazing in aluminium door, window, sqm 775.09 ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in - charge.(cost of aluminium snap beading shall be paid in basic item) - with glass panes of 4.0mm thickness (weight not less than 10.0 kg/ sqm).

24.3.2 Providing and fixing glazing in aluminium door, window, sqm 963.41 ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in charge.(cost of aluminium snap beading shall be paid in basic item.) with glass panes of 5.50mm thickness (weight not less than 13.75 kg/ sqm).

24.4 Providing and fixing double action hydraulic floor spring of each 1301.57 approved brand and manufacture (conforming to IS : 6315) for aluminium doors including cost of cutting floors as required, embedding in floors and cover plates etc. complete as per the direction of Engineer - in - charge.

24.5 Providing and fixing anodised aluminium work (with minimum kg 466.45 15 micron uniform anodic coating) consisting of tee / angle sections, of approved make conforming to IS: 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to level adjusting hangers (6 mm dia. M.S. rods) with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer - in - charge (level adjusting hangers, ceiling cleats and expansion hold fastners to be paid for separately). 24.6 Providing and fixing level adjusting hangers of 6 mm dia. M.S. each 149.49 rods (upto 1200 mm length) fixed to roof slabs by means of M.S. angle ceiling cleats 40 x 40 x 5 mm size 40 mm long and expansion hold fastners 12.5 mm dia. 40 mm long including applying priming coat of zinc chromate yellow primer for steel members complete. Yanam Page 183

24 . Aluminium Work Code No. Description Unit Rate Rs.

24.7.1 Providing and fixing machine moulded anodised aluminium kg 379.25 covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 170 mm wide anodised aluminium sheet 2.5 mm thick.

24.7.2 Providing and fixing machine moulded anodised aluminium kg 369.39 covering of approved pattern and design, made out of 170mm wide machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces / ceilings with full threaded, cadmium plated steel screws 4 mm dia. stem, 30 mm long and aluminium washers 2 mm thick, 15 mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete (Anodising on the aluminium sheet and washers to be 15 micron thick) - made out of 210 mm wide anodised aluminium sheet 2.5 mm thick. 24.8 Providing and fixing Anodised Aluminium, miniumum anodic kg 610.98 coating of Grade AC 15 grill of required pattern / design over the doors, windows and ventilators., etc, including fixing ( but excluding the cost of the sections, which will be paid separately) as directed by the Engineer-in-charge.

24.9 Providing and fixing Anodised Aluminium sections of AC grade kg 380.16 15 for fixing the grills for the doors / windows / ventilators etc., with necessary CP brass screws as directed by the Engineer-in-charge

24.10 Providing and fixing flat thermocole ceiling tiles of approved sqm 349.18 quality with necessary nails etc., complete (Frame work to be paid separately) - 19 mm thick

Yanam Page 184

25 . Water Proofing Code No. Description Unit Rate Rs.

25.3 Providing and laying water proofing treatment to vertical and sqm 390.58 horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : (i) First course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions. (ii) Second course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Third course of applying blown or residual bitumen applied hot at 1.7 kg.per sqm of area. (iv) Fourth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

25.4.1 Providing and placing in position suitable PVC water stops for metre 356.50 construction /expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - serrated with central bulb (225 mm wide, 8-11 mm thick).

25.4.2 Providing and placing in position suitable PVC water stops for metre 331.05 construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete - dumb bell with central bulb (180mm wide, 8mm thick).

25.4.3 Providing and placing in position suitable PVC water stops for metre 593.59 construction/expansion joints between two R.C.C. members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. - kickers (320 mm wide, 5

25.4.4 Supplying and fixing pvc water stops (fixostop/ fixopan of metre 387.30 type 150B having width of 150mm and wall thickness of 8mm to 10mm with ribs on either sides of top and bottom and with a bulb in the centre conforming to is 12200-1987 including conveyonce jointing materials etc. complete all as directed by the engineer in charge.

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30 . Irrigation Code No. Description Unit Rate Rs.

30.1 Earth work in rough excavation and dressing up in cum 78.13 embankment for roads, flood banks, marginal banks and guide banks or filling up ground depression lead upto 50m and lift upto 1.5m in all kinds of soil(Payment shall be made based on levels). - by manual means

30.2 Earth work in rough excavation, banking excavated earth in cum 128.00 layers not exceeding 20cm in depth, breaking clods watering rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks or filling up ground depression, lead upto 50m and lift upto 1.5m in all kinds of soil. The payment shall be based on levels.

30.3 Collection of earth and banking the earth in layers not cum 244.39 exceeding 20cm in depth breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.4 Banking available earth in layers not exceeding 20cm in depth cum 50.82 breaking clods, watering, rolling each layers with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment.

30.5 Earth work in rough excavation and dressing up in cum 33.63 embankment by using machinery for roads, flood banks, marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6.0m in all kinds of soil(Payment shall be made based on levels).

30.6 Conveyence of excavated earth within a lead of 1KM radius, cum 78.96 beyond the initial lead of 50m and filling up in embankments for roads, flood banks, marginal banks and guide banks etc., in all kinds of soils. The quantity of conveyed earth shall be calculated based on levels and the total quantity shall be reduced by 20% for the purpose of payment.

30.7 Supply of Quary rubbish including stacking to department cum 276.24 gauge for premeasurement and spreading required thickness as directed by the Engineer-in-charge

30.8 Providing and fixing 110mm dia PVC pipe(4kg/cm2) in weep metre 179.77 holes including cement concrete 1:5:10( one cement 5 sand and 10 graded stone aggregate)and filling of pebbles etc., as directed by the Engineer-in-charge. Yanam Page 186


30.9 Supplying and placing in position HDPE cement bags filled bag 22.69 with sand for breach closing / diversion arrangement. The cost includes the cost of empty HDPE bags, labour charges for filling the bags and placing in position, removing the bags from site after completing the work etc., complete.

30.10 Removing and repacking of rough stone for revetment etc., cum 439.93 complete

30.11 Supplying with gravel for apron and rivetment. cum 851.65 30.12 Providing and laying brick block of size 0.34x0.34x0.30mts. cum 3092.84 In C.M. 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for launching apron including the bed, laying to the required levels, slop etc. complete as directed by the Engineer-in-charge.

30.13 Providing and laying brick block of size 0.34x0.34x0.23mts. cum 3092.84 In C.M. 1:4 (1 cement : 4 fine sand) using well burnt country bricks of class designation 35 for apron and revetment including levelling the bed, laying to the required levels, slop etc. complete as directed by the Engineer-in-charge.

30.13C Providing and laying precast cement concrete blocks for Cum 4556.05 launching apron of size 0.5 x 0.5 x 0.45m in cement concrete 1:3:6 ( 1cement, 3sand and 6 Graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc. complete.

30.13D Providing and laying precast cement concrete blocks for Cum 4435.59 launching apron of size 0.9x 0.9 x 0.45m in cement concrete 1:3:6 ( 1cement, 3sand and 6 Graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc. complete.

30.14 Dry stone pitching on slopes to required thickness and profile cum 1363.49 with hammer dressed granite stones having no side less than 15cum for revetment works, preparing surface etc., complete as directed by the Engineer-in-charge.

30.14L Cost of labour for stone pitching cum 589.23 30.15 Earth work in rough excavation over area not exceeding 30 sqm 10.10 cm thick and dressing up in embankment by using machinery for roads, flood banks, marginal banks and guide banks on filling up ground depression within a initial lead of 50m and lift upto 6 m in all kinds of soil.

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30 . Irrigation Code No. Description Unit Rate Rs. 30.16 Demarcation of field boundaries to the tank site and planting hectare 1079.27 survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.17 Demarcation of field boundaries to the supply channels and Rmt 11.03 planting survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete. (The rate excludes the cost of survey stone)

30.18 Grouting the revetment not less than 15cm deep with cement sqm 205.06 concrete 1:5:10 (one cement , five sand , and ten graded stone aggregate of 12.50mm size) and pointing the same with cement mortar 1:5 (one cement and five sand ) to give an even and smooth surface)

30.19 Collection and supply of stone boulders at Various weights MT 322.14 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Bedding layer after deducting 30% voids.Using 10mm to 50kg.

30.20 Collection and supply of stone boulders at Various weights MT 649.93 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the

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30 . Irrigation Code No. Description Unit Rate Rs. Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Core after deducting 30% voids. Using 5kg to 100kg.

30.20A Collection and supply of stone boulders at Various weights MT 649.93 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Toe after deducting 30% voids. Using 100kg to 300kg.

30.20B Collection and supply of stone boulders at Various weights MT 649.93 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Secondary layer after deducting 30% voids. Using 100kg to 300kg.

30.20C Collection and supply of stone boulders at Various weights MT 649.93 including the charges for conveyance, pre- weighing the loaded vehicle and post- weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of the stone boulders. This rate shall include the costs of

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30 . Irrigation Code No. Description Unit Rate Rs. formation of approach track for transportations of materials, men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc., complete, as directed by the Engineer - in - charge. The specific gravity of stone shall be from 2.90 to 3.02. Armour layer after deducting 40% voids. Using 1.25 tonne to 2.00 tonne.

30.21 Desiltation by dredging from backwater using cutter suction cum 146.64 dredgers for required depth including fixing of pipelines floaters and floating pipeline for disposing of water slurry consisting silt and sand etc., up to a distance is 500m. The rate shall include the cost of labour, materials, consumables, POL, spare parts and accessories required to keep dredger in running condition, maintenance of dredgers, tools and plant etc., including mobilization, demobilization charges etc., complete in accessories with all lead lift. The job includes all Pre and post dredging surveys for payment purpose.

30.22 Dry excavation in the shore area between sea and back water. cum 83.64 The rate shall include the cost of labour, material, consumables, POL, spare parts etc. The payment shall be made based on levels.

30.25 Providing and laying filter media for coarse sand under cum 528.49 concrete block loose apron ( as filter media ) to required thickness including removal of foreign matters, ramming, consolidation with watering.

30.26 Providing and laying filter media using HBG metal of 10mm cum 1259.05 size to a required thickness.

30.26A Providing and laying filter media using HBG metal of 12.5mm cum 1697.79 size to a required thickness.

30.26B Providing and laying filter media using HBG metal of 20mm cum 2084.91 size to a required thickness.

30.26C Providing and laying filter media using HBG metal of 40mm cum 1297.76 size to a required thickness.

30.26D Providing and laying filter media using HBG metal of 63mm cum 647.85 size to a required thickness.

30.27 Providing and fixing cement concrete rings of 900mm dia, Nos 297.75 300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) with slots in the walls and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete. Yanam Page 190


30.27A Providing and fixing cement concrete rings of 900mm No 268.43 dia,300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all

30.27B Providing and fixing cement concrete rings of 900mm dia, No 503.05 300mm height and 40mm thick in 1:2:4 (one cement, two sand and four 12mm HBG metal) cast monolithic with cover slab with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete.

30.28 Providing and fixing UPVC top cover suitable for 150mm dia No 248.15 pipe. The rate to include the cost of cover, transportation to site and fixing in position.

30.29 Supplying and lowering of UPVC 150mm dia Plain casing pipe Rmt. 782.53 confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 7.5mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contractor's rig.

30.30 Extra for providing 3mm slots in 150mm dia. UPVC casing Rmt 52.79 pipes.

30.30A Extra for providing 3mm slots in 200mm dia. UPVC casing Rmt 70.39 pipes.

30.31 Supplying and packing of 8mm size down gauge graded pebble Cum 1818.80 including filling the annual space gradually complete. The pebbles should be of free from disintegrated pieces. (It will measure in stack for the purpose of payment)

30.32 Providing and fixing netlon mesh. Sqm 330.26 30.33 Supplying and fixing 8" to 4" dia M.S saddlle set with 4" dia each 1955.91 coupling suited to connect 4" dia pipes.

30.34 Supplying and lowering of UPVC 200mm dia Plain casing pipe Rmt 1592.20 confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 10mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering

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30 . Irrigation Code No. Description Unit Rate Rs. purpose using contractor's rig excluding the hire charges

30.36 Supplying and fixing of MS centering guide of size 25mm x each 161.89 3mm thickness suitable for UPVC pipe including the cost of materials but excluding the cost of labour for positioning the assembly for lowering purpose using contractors rig excluding the hire charges thereof - 200mm dia.

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4 . Granular Sub-base Code No. Description Unit Rate Rs.

4.2D Providing and laying sand gravel mix 1:1 of 150mm cum 1036.20 consolidated thickness using 0.68cum of sand & 0.62cum of gravel for 1cum finished to a soaked CBR value of minimum 20 including cost and conveyance of sand and gravel to the work site and stacking to the standard departmental gauge for premeaurement, mixing the required quantities of sand and gravel, spreading watering and consolidation the mix by power roller rolling to achive the required proctor density including the labour charges for mixing, spreading, hire and fuel charges for power roller and all other tools and plants employed etc., complete. As per clause no 401 of MOT specification.

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6 . Bituminous Construction Code No. Description Unit Rate Rs.

6.1 Cleaning the existing W.B.M. road surface including removing sqm 9.35 of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 502.4.2 and 503.3.1 of MOST specification.

6.2 Cleaning of the existing black topped surfaces with brooms, sqm 2.33 soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. As per clause no 503.3.1 of MOST specification.

6.3 Scarifying existing stone metal layer up to 75mm thick along cum 1271.09 with their bituminous surface, picking up scarified material and stacking of old serviceable material within a lead of 100m sequential spreading the salvage aggregates with fresh aggregates on prepared base and consolidating as per water bound macadam specification. As per clause no 404 of MOST specification.

6.5E.1 Providing and applying tackcoat on the prepared surface, sqm 19.51 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on black topped surface bitumen @ 5kg/10sqm.

6.5F.1 Providing and applying tack coat on the prepared surface, sqm 38.50 heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm.

6.5G.1 Providing and applying tack coat on the prepared surface, sqm 11.42 spraying the bitumen emulsion with spray set at 2.50kg/10sqm.As per clause 503 of Most specification.

6.5H.1 Providing and applying tack coat on the prepared surface, sqm 18.56 spraying the bitumen emulsion with spray set at 4.00kg/10sqm.As per clause 503 of Most specification.

6.11A Providing and laying open graded premix carpet with specified sqm 117.61 graded crushed aggregates for wearing course including loading of aggregates with f.e. loader, heating binder and aggregates in hot mix plant 30 to 40 tonne, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 to 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. As per clause no 509 of MOST

6.11B Providing and laying open graded premix carpet 20mm thick sqm 113.89 on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a

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6 . Bituminous Construction Code No. Description Unit Rate Rs. bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.11C Providing and laying open graded premix carpet of 25mm sqm 142.16 thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6-10 tonne laying manually and rolling with power roller 8-10 tonne but excluding cost of primer/tack coat. As per clause no 509 of MOST specification.

6.16 Providing and applying liquid seal coat, type `A' comprising of sqm 49.98 a layer of bituminous binder, followed by a cover of stone chipping of specified grading and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.

6.17 Providing and applying premixed seal coat type `B' sqm 33.26 comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant, carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification.

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7 . Culverts Code No. Description Unit Rate Rs.

7.1A Cement concrete 1:4:8 mix with stone aggregate 40mm cum 2961.84 nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 above ground/bed level.

7.1B Cement concrete 1:3:6 mix with stone aggregates 20mm cum 3906.34 nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 metres below ground level and 1.5 metres ground/bed level.

7.2 Plain cement concrete m-15 mix with stone aggregates 20mm cum 4504.72 nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level.

7.3 Plain cement concrete m-15 mix with stone aggregates 20mm cum 4584.32 nominal size mechanically mixed and vibrated in superstructure upto 4.00 metre above, 1.50 metre from ground/bed level.

7.4 Reinforced cement concrete m-20 mix with stone aggregate cum 6235.69 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in

7.5 Reinforced cement concrete m-20 mix with stone aggregate cum 5863.66 20mm nominal size mechanically mixed and vibrated for bed plates exlcuding steel reinforcement, but including centering and shuttering, laid in position.

7.6C Steel reinforcement for R.C.C. works including bending, Tonne 53382.54 binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL).

7.6D Steel reinforcement for R.C.C. works including bending, Tonne 50333.60 binding and placing in position - Thermo Mechanical Treated Bars (ISI brand approved make)

7.7 First class brick in cement mortar 1:3 upto a depth of 1.50 cum 3110.55 metres below ground and above 1.50 from bed/ground level.

7.8 Extra for brick work in superstructure upto a height of 4 cum 118.40 metres or part thereof above 1.5 metre from bed/ground level.

7.9 Brick or edge flooring with 1st class bricks including cement sqm 333.53 slurry in cement sand mortar 1:4.

7.10 Coursed rubble stone masonry in cement sand mortar 1:3 in cum 3490.24 foundation upto a depth of 1.50 metres and also 1.50 metres above ground/bed level.

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7 . Culverts Code No. Description Unit Rate Rs. 7.11 Extra for coursed rubble stone masonry in superstructure upto cum 160.55 a height of 4 metres or part thereof above 1.50 metres from ground/bed level.

7.12 Randum rubble masonry (coursed) in cement sand mortar 1:3 cum 3183.91 in foundation upto a depth of 1.50 metres and 1.50 above ground/bed level.

7.13 Extra for random rubble masonry (coursed) in cement sand cum 160.55 mortar 1:3 in superstructure upto a height of 4 metres or part thereof, 1.50 from ground or bed level.

7.14 Cement pointing 1:2 deep variety (cut or weather) on brick sqm 72.37 and tile work.

7.15 Cement pointing 1:2 flush on brick on edge floor. sqm 70.05 7.16 Cement plaster 12mm thick in cement mortar 1:3 sqm 99.43 7.17 Laying reinforced cement concrete pipes NP-3 for culverts metre 4734.17 including pointing ends and fixing collar with cement mortar 1:2 - 900mm dia.

7.18 Laying reinforced cement concrete pipes NP-3 for culverts metre 6052.50 including pointing ends and fixing collar with cement mortar 1:2 - 1200mm dia.

7.19 Rubble stone laid in cement sand mortar 1:3 in flooring. cum 2593.08 7.20 Dry boulder pitching in flooring. cum 1228.29 7.21A Providing and filling in foundation trenches and at the back of cum 497.53 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Good local sand free from earth.

7.21B Providing and filling in foundation trenches and at the back of cum 1213.24 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Selected granular material in filling.

7.21C Providing and filling in foundation trenches and at the back of cum 1636.96 abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Filter media behind abutment wing and return wall.

7.22 Making and filling expansion joints with bitumen filler metre/c 1.24 (bitumen 40 percent, asbestos 5 percent and sand 55%) 12mm wide.

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7 . Culverts Code No. Description Unit Rate Rs.

7.23A Providing and fixing premoulded bitumen joint filler, for metre/c 4.26 expansion joints including the cost of sealing compound and priming coat - 12 mm wide

7.23B Providing and fixing prmoulded bitumen joint filler, for metre/c 7.12 expansion joints including the cost of sealing compound and priming coat - 25 mm wide.

7.24 Reinforced cement concrete M30 mix with minimum cement cum 6381.77 content 450 kg /cum using stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering, laid in position.

7.28 Boring, providing and installing bored cast -in-situ reinforced metre 5700.31 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -1000 mm dia pile. 7.29 Boring, providing and installing bored cast -in-situ reinforced metre 3215.15 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -750 mm dia pile. 7.30 Bored/cast-in-situ R.C.C.piles for load test assume: Initial & mt 1.98 routine test per tonne.

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7 . Culverts Code No. Description Unit Rate Rs. 7.31 Bored/cast-in-situ R.C.C.piles for load testing assume: lateral mt 197.46 load testing

7.34 Boring, providing and installing bored cast -in-situ reinforced metre 5814.96 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -1000 mm dia pile.(Using cement SRPC)

7.35 Boring, providing and installing bored cast -in-situ reinforced metre 3270.92 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M20 grade with a minimum cement content of 400 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debris and the waste bore mug from the site as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) -750 mm dia pile.(Using cement SRPC)

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs.

2.3.1A Clearing and grubbing road land including uprooting rank hectare 34705.62 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of light jungle.

2.3.2B Clearing and grubbing road land including uprooting rank hectare 46506.46 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by manual means in area of thorny jungle.

2.3.2C Clearing and grubbing road land including uprooting rank hectare 31463.64 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of light jungle.

2.3.2D Clearing and grubbing road land including uprooting rank hectare 38135.76 vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness - by mechanical means in area of thorny jungle.

2.4.1A Dismantling of existing structures like culverts, bridges, cum 258.50 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by manual means (Lime concrete, cement concrete grade M-10 and below.

2.4.1B Dismantling of existing structures like culverts, bridges, cum 304.32 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by manual means (Cement concrete grade M-15 and M-20).

2.4.1C Dismantling of existing structures like culverts, bridges, cum 768.81 Yanam Page 1


2.4.1E Dismantling of existing structures like culverts, bridges, cum 322.53 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by mechanical means (Cement concrete grade M-15 & M-20).

2.4.1F Dismantling of existing structures like culverts, bridges, cum 2339.06 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Lime/Cement Concrete - by mechanical means (Prestressed / RCC grade M-20 and above)

2.4.2A Dismantling of existing structures like culverts, bridges, cum 166.89 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in lime mortor

2.4.2B Dismantling of existing structures like culverts, bridges, cum 212.70 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in cement mortar

2.4.2C Dismantling of existing structures like culverts, bridges, cum 148.56 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work in mud mortar

2.4.2D Dismantling of existing structures like culverts, bridges, cum 139.40 retaining walls and other structure comprising of masonry,

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling brick / tile work - dry brick pitching or brick soling.

2.4.3A Dismantling of existing structures like culverts, bridges, cum 185.21 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in lime

2.4.3B Dismantling of existing structures like culverts, bridges, cum 212.70 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in cement

2.4.3C Dismantling of existing structures like culverts, bridges, cum 166.89 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - rubble stone masonry in mud

2.4.3D Dismantling of existing structures like culverts, bridges, cum 157.72 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dry rubble masonry.

2.4.3E Dismantling of existing structures like culverts, bridges, cum 148.56 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dismantling stone pitching / dry

2.4.3F Dismantling of existing structures like culverts, bridges, cum 166.89 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. serviceable material with all lifts and lead of 1000m - dismantling stone masonry - dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials.

2.4.4A Dismantling of existing structures like culverts, bridges, cum 359.42 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - wood work wrought framed and fixed in frames of trusses upto a height of 5m. above plinth level.

2.4.5A Dismantling of existing structures like culverts, bridges, tonne 913.70 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet including dismembering

2.4.5B Dismantling of existing structures like culverts, bridges, tonne 688.26 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet excluding dismembering

2.4.5C Dismantling of existing structures like culverts, bridges, each 6.36 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Steel work in all types of sections upto a height of 5m above plinth level excluding cutting of rivet - Extra for cutting rivet

2.4.6A Dismantling of existing structures like culverts, bridges, nos 0.80 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of bricks dismantled from brick work including stacking in lime/cement mortar

2.4.7A Dismantling of existing structures like culverts, bridges, cum 321.50 retaining walls and other structure comprising of masonry,

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2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of stone from dismantled stone masonry - in cement / lime mortar

2.4.7B Dismantling of existing structures like culverts, bridges, cum 68.30 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping of stone from dismantled stone masonry in mud mortar

2.4.8A Dismantling of existing structures like culverts, bridges, sqm 10.28 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Scraping plaster in lime or cement mortar from brick / stone masonry

2.4.9A Dismantling of existing structures like culverts, bridges, metre 118.94 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - upto 600mm dia

2.4.9B Dismantling of existing structures like culverts, bridges, metre 160.75 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 600mm to 900mm dia

2.4.9C Dismantling of existing structures like culverts, bridges, metre 275.28 retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m - Removing all types of Hume pipes and Stacking within a lead of 1000 metres including earthwork and dismantling of Masonry works - Above 900mm dia

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2.5.1A Dismantling of flexible pavements and disposal of dismantled cum 475.98 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - bituminous courses

2.5.1B Dismantling of flexible pavements and disposal of dismantled cum 344.04 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by manual means - Granular courses

2.5.2A Dismantling of flexible pavements and disposal of dismantled cum 207.13 materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately - by mechanical means - bituminous courses

2.6 Dismantling of cement concrete pavements by mechanical cum 700.27 means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at disignated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

2.7 Dismantling guard rails by manual means and disposal of Rmt 51.78 dismantled material with all lifts and upto a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.

2.8 Dismantling kerb stone by manual means and disposal of Rmt 10.49 dismantled material with all lifts and upto a lead of 1000

2.9 Dismantling kerb stone channel by manual means and disposal Rmt 15.73 of dismantled material with all lifts and upto a lead of 1000 metres

2.10A Dismantling of kilometre stone including cutting of earth, each 244.97 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - 5th Kilometre Stone.

2.10B Dismantling of kilometre stone including cutting of earth, each 29.88 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Hectometre

2.10C Dismantling of kilometre stone including cutting of earth, each 219.06 foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit - Ordinary kilometre stone

2.11 Dismantling of barbed wire fencing / wire mesh fencing Rmt 93.52 including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with Yanam Page 6

2 . Site Clearance and Dismantling Code No. Description Unit Rate Rs. all lifts and upto a lead of 1000 metres, stacking serviceable material and unserviceable material separately.

2.12 Dismantling of CI water pipe line 600mm dia including Rmt 83.19 disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material seperately under supervision of department concerned.

2.13 Removal of cement concrete pipe of sewer gutter 1500mm dia Rmt 96.64 under the supervision of department concerned including disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.

2.14 Removal of telephone / electric poles including excavation each 111.21 and dismantling of foundation concrete and lines under the supervision of department concerned, disposal with all lifts and upto a lead of 1000 metres and stacking of serviceable and unserviceable material separately.

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3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs.

3.1 Excavation for roadway in soil using manual means including cum 111.06 loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

3.2 Excavation in ordinary rock using manual means including cum 158.78 loading in truck and carrying of excavated materials to embankment site with all lifts and lead upto 1000 metres.

3.3 Excavation for roadway in soil by mechanical means including cum 103.21 cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

3.4 Excavation for roadway in ordinary rock by deploying a cum 174.13 dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres (average lead 50m), trimming bottom and side slopes in accordance with the requirements to lines, grades and cross sections.

3.6 Excavation for roadwork in soil with hydraulic excavator of cum 37.92 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with all lifts and lead upto 1000m.

3.7 Excavation for roadway in ordinary rock with hydraulic cum 50.60 excavator of 0.9cum bucket capacity including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

3.10 Excavation for roadway in marshy soil with hydraulic cum 43.13 excavator of 0.9cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections.

3.11 Removal of unserviceable soil including excavation, loading cum 38.23 and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per Clause 305.

3.12 Carrying out excavation in hard rock to achive a specified sqm 222.36 slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000m, all as specified in Clause No.303.

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3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. 3.13.2A Earthwork in excavation of foundation of structure as per cum 229.05 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary rock)

3.13.2B Earthwork in excavation of foundation of structure as per cum 45.08 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Ordinary rock.

3.13.3A Earthwork in excavation of foundation of structure as per cum 465.47 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - Hard rock - requiring blasting

3.13.4A Earthwork in excavation of foundation of structure as per cum 404.90 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - Hard rock - blasting prohibited.

3.13.5A Earthwork in excavation of foundation of structure as per cum 417.91 drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earch locally for road work - by manual means - depth upto 3m (Marshy soil)

3.13.5B Earthwork in excavation of foundation of structure as per cum 178.92 drawing and technical specification, including setting out, constn. Of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earch locally for road work - by mechanical means - depth upto 3m (Marshy soil)

3.13A Earthwork in excavation of foundation of structure as per cum 183.24 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,

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3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by manual means - depth upto 3m (Ordinary soil)

3.13B Earthwork in excavation of foundation of structure as per cum 33.98 drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remainging earth locally for road work - by mechanical means - depth upto 3m (Ordinary soil)

3.14 Scarifying the existing granular road surface to a depth of sqm 17.27 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means.

3.15 Scarifying the existing granular road surface to a depth of sqm 2.96 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by mechanical means.

3.16 Construction of embankment with approved material obtained cum 305.13 from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

3.17 Construction of embankment with approved materials cum 83.61 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2

3.18 Construction of subgrade and earthern shoulders with approved cum 329.52 materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2.

3.19A Loosening of the ground upto a level of 500mm below the cum 50.56 subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.

3.19B Loosening, levelling and compacting original ground cum 27.38 supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum density as given in Table 300-2 for embankment construction

3.20 Stripping, storing of top soil by road side at 15m internal and cum 144.72 re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth.

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3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs. 3.21 Stripping of top soil from borrow areas located in agriculture cum 61.93 fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing to the required levels and satisfaction of the farmer.

3.22 Furnishing and laying of the live sods of perennial turf sqm 26.91 forming grass on embankment slop, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

3.23 Preparation of seed bed on previously laid top soil, furnishing sqm 61.18 and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 308.

3.24A Construction of unlined surface drains of average cross Metre 51.72 sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by mechanical means.

3.24B Construction of unlined surface drains of average cross metre 45.81 sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clase 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) - by manual means.

3.25A Construction of unlined surface drains of average cross metre 104.84 sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by mechanical means.

3.25B Construction of unlined surface drains of average cross metre 68.71 sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clase 301 to 309. Excavated material to be used in embankment at site - by manual means.

3.27 Construction of sub surface drain with perforated pipe of metre 363.22 100mm internal dia of metal / asbestos cement / cement concrete / PVC closely jointed, perforations ranging from 3mm to 6mm depending upon size of material surrounding the pipe, with 150mm bedding below the pipe and 300mm cushion above the pipe cross section of excavation 450x550mm. Excavated material to be utilised in roadway at

3.28 Construction of aggregate sub-surface drain 300x450mm with metre 127.60 aggregates confirming to Table 300-4, excavated material to be utilised in roadway. Yanam Page 11

3 . Earth Work , Erosion Control and Drainages Code No. Description Unit Rate Rs.

3.30 Preparation and surface treatment of formation by removing sqm 1.50 mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.

3.31 Construction of rockfill, embankment with broken hard rock cum 48.69 fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, binding top layer with granular material, rolled with vibratory road roller, all complete as per Clause 313

3.32 Excavation in soil in hilly area by mechanical means including cum 105.00 cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.

3.33 Excavation in hilly area in ordinary rock not requiring blasting cum 158.49 by mechanical means including cutting and trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.

3.34 Excavation in hilly area in hard rock requiring blasting by cum 258.46 mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.

3.36 Construction of embankment with flyash conforming to table cum 85.02 1 of IRC:SP58-2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans.

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4.1A.1 Construction of granular sub-base by providing close graded cum 1664.67 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.

4.1A.2 Construction of granular sub-base by providing close graded cum 1619.25 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material.

4.1A.3 Construction of granular sub-base by providing close graded cum 1295.44 material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material.

4.1B.1 Construction of granular sub-base by providing close graded cum 1572.43 material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by mix in place method - for grading I material.

4.1B.2 Construction of granular sub-base by providing close graded cum 1527.01 meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading II material.

4.1B.3 Construction of granular sub-base by providing close graded cum 1203.20 meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material.

4.2.1 Construction of granular sub-base by providing coarse graded cum 1655.55 material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with

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4 . Granular Sub-base Code No. Description Unit Rate Rs. rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading I material.

4.2.2 Construction of granular sub-base by providing coarse graded cum 1607.41 meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading II material.

4.2.3 Construction of granular sub-base by providing coarse graded cum 1215.05 meterial, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - For grading III material.

4.3A Laying and spreading available soil in the sub-grade on a cum 200.45 prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by mechanical means. (As per MoRTH specification, 4th Revision)

4.3B Laying and spreading available soil in the sub-grade on a cum 197.37 prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by manual means. (As per MoRTH specification, 4th Revision)

4.4 Providing, Laying and spreading soil on a prepared sub-grade, cum 241.87 pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 percent of the maximum dry density to form a layer of sub-base. (As per MoRTH specification, 4th Revision)

4.5 Providing, Laying and spreading soil on a prepared sub-grade, cum 594.91 pulverising, adding the designed quantity of cement to the spread soil ,mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base / base. (As per MoRTH specification, 4th Revision)

4.6.1 Providing, Laying and spreading material on a prepared sub- cum 2116.53 grade, adding the designed quantity of cement to the spread

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4 . Granular Sub-base Code No. Description Unit Rate Rs. material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. Grading of material for sub-base course. (As per MoRTH specification, 4th Revision)

4.6.2 Providing, Laying and spreading material on a prepared sub- cum 1807.16 grade, adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. Grading of material for base course. (As per MoRTH specification, 4th Revision)

4.7 Making 50 x 50mm furrows, 25mm deep 45 degree to the sqm 2.51 centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead. (As per MoRTH specification, 4th Revision)

4.8 Construction of inverted choke by providing, laying, spreading cum 757.91 and compacting screening B type / coarse sand of specified grade in uniform layer on a prepared surface with motorgrader and compacting with power roller etc. (As per MoRTH specification, 4th Revision)

4.9.1.1A Providing, laying, spreading and compacting stone aggregates Cum 1864.14 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.9.1.1B Providing, laying, spreading and compacting stone aggregates Cum 1689.22 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.1A Providing, laying, spreading and compacting stone aggregates cum 1971.85 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling

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4 . Granular Sub-base Code No. Description Unit Rate Rs. with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.9.1B Providing, laying, spreading and compacting stone aggregates cum 1796.92 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.9.2.1A Providing, laying, spreading and compacting stone aggregates Cum 1717.98 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1B Providing, laying, spreading and compacting stone aggregates Cum 1881.56 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2.1C Providing, laying, spreading and compacting stone aggregates Cum 1706.37 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

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4 . Granular Sub-base Code No. Description Unit Rate Rs. 4.9.2A Providing, laying, spreading and compacting stone aggregates cum 1825.68 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2B Providing, laying, spreading and compacting stone aggregates cum 1989.26 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.9.2C Providing, laying, spreading and compacting stone aggregates Cum 1814.08 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.3.1A Providing, laying, spreading and compacting stone aggregates Cum 2353.61 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.9.3.1C Providing, laying, spreading and compacting stone aggregates Cum 4438.70 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means -

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4 . Granular Sub-base Code No. Description Unit Rate Rs. Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.9.3A Providing, laying, spreading and compacting stone aggregates Cum 2461.31 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th

4.9.3C Providing, laying, spreading and compacting stone aggregates Cum 2327.05 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.10A Breaking and crushing of material obtained by breaking cum 168.43 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using Vibratory roller. (As per MoRTH specification, 4th Revision)

4.10B Breaking and crushing of material obtained by breaking cum 158.75 damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using smooth 3 wheeled steel roller. (As per MoRTH specification, 4th Revision)

4.11 Spraying of bitumen over cleaned dry surface of crushed sqm 26.50 cement concrete base at the rate of 25kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 506.3.8. of MoRTH specification, 4th Revision

4.12A Providing, laying, spreading and compacting graded stone cum 1680.08 aggregate to wet mix macadam specification including

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4 . Granular Sub-base Code No. Description Unit Rate Rs. premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller. (As per MoRTH specification, 4th Revision)

4.12B Providing, laying, spreading and compacting graded stone cum 1675.71 aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision)

4.13 Construction of Median and island above road level with cum 127.39 approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 of MoRTH specification, 4th Revision

4.14 Construction of Median and island above road level with cum 146.52 approved material brought from borrowpits, spread, sloped and compacted as per clause 407 of MoRTH specification, 4th Revision.

4.16 Construction of footpath / separator by providing a 150mm sqm 852.76 compacted granular sub-base as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel. (As per MoRTH specification, 4th Revision)

4.17A.1 Providing crushed stone aggregates, depositing on a prepared cum 1481.88 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mix in place method - For 53mm maximum size.

4.17A.2 Providing crushed stone aggregates, depositing on a prepared cum 1547.92 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mix in place method - For 45mm maximum size.

4.17B.1 Providing crushed stone aggregates, depositing on a prepared cum 984.87 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to

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4 . Granular Sub-base Code No. Description Unit Rate Rs. clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mixing plant - For 53mm maximum size.

4.17B.2 Providing crushed stone aggregates, depositing on a prepared cum 1026.12 surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mixing plant - For 45mm maximum size.

4.18 Construction of sub-base using lime - flyash admixture with cum 401.37 granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 percent, flyash to conform to gradation as per clause 4.3 of IRC:88-1984, lime + flyash content ranging between 10 to 30 percent, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sq.cm. and 25 percent respectively, all as specified in IRC:88-1984. (As per MoRTH specification, 4th Revision)

4.91.1A Providing, laying, spreading and compacting stone aggregates Cum 1854.46 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.91.1B Providing, laying, spreading and compacting stone aggregates Cum 1679.54 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.91A Providing, laying, spreading and compacting stone aggregates Cum 1962.17 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to

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4 . Granular Sub-base Code No. Description Unit Rate Rs. fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision)

4.91B Providing, laying, spreading and compacting stone aggregates Cum 1787.24 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.92.1A Providing, laying, spreading and compacting stone aggregates Cum 1708.30 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1B Providing, laying, spreading and compacting stone aggregates Cum 1871.88 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92.1C Providing, laying, spreading and compacting stone aggregates Cum 1696.69 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.92A Providing, laying, spreading and compacting stone aggregates Cum 1816.00 of specific sizes to water bound macadam specification

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4 . Granular Sub-base Code No. Description Unit Rate Rs. including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision)

4.92B Providing, laying, spreading and compacting stone aggregates Cum 1979.58 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening / gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision)

4.92C Providing, laying, spreading and compacting stone aggregates Cum 1804.40 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)

4.93.1A Providing, laying, spreading and compacting stone aggregates Cum 2343.93 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

4.93.1C Providing, laying, spreading and compacting stone aggregates Cum 2209.67 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) Yanam Page 22


4.93A Providing, laying, spreading and compacting stone aggregates Cum 2451.63 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision)

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs.

5.1 Providing and applying primer coat with bitumen emulsion on sqm 23.75 prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

5.2 Providing and applying tack coat with bitumen emulsion using sqm 8.61 emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)

5.3A Providing and laying bituminous macadam with hot mix plant cum 5578.83 of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade I metal and bitumen 60/70 grade.

5.3B Providing and laying bituminous macadam with hot mix plant cum 5401.18 of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.

5.4A Construction of penetration macadam over prepared base by sqm 273.49 providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 50mm thick (As per MoRTH specification, 4th Revision)

5.4B Construction of penetration macadam over prepared base by sqm 374.92 providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction - 75mm thick (As per MoRTH specification, 4th Revision)

5.5 Providing, laying and rolling of built-up spray grout layer over sqm 253.37 prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. and with key aggregates placed on top of the second layer to serve as a base conforming to the line, grades and cross- section specified ,the compacted layer thickness being 75mm. (As per MoRTH specification, 4th Revision)

5.6A Providing and laying dence graded bituminous macadam with cum 6039.59 HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I materials.

5.6B Providing and laying dence graded bituminous macadam with Cum 6026.81 HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminouse binder @ 4.0 to 4.5 per cent by weight of total mix and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per Clause 507 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II materials.

5.7A Providing and laying semi-dense bituminous concrete with Cum 6402.22 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen 60/70 grade.

5.7A.1 Providing and laying semi-dense bituminous concrete with Cum 7165.05 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-I material and bitumen CRMB

5.7B Providing and laying semi-dense bituminous concrete with Cum 6445.85 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen 60/70 grade.

5.7B.1 Providing and laying semi-dense bituminous concrete with Cum 6602.15 HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material and using birumen CRMB

5.8A Providing and laying bituminous concrete with HMP of Cum 6764.88 capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using

5.8B Providing and laying bituminous concrete with HMP of Cum 6662.37 capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using

5.9A Providing and laying surface dressing as wearing course in Sqm 73.77 single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 19mm nominal chipping size. (As per MoRTH specification, 4th Revision)

5.9B Providing and laying surface dressing as wearing course in Sqm 42.49 single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller - Using 13mm nominal chipping size. (As per MoRTH specification, 4th Revision)

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs.

5.10A Providing, laying and rolling of open graded premix surfacing Sqm 100.90 of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 40 to60 tonne/hour. (As per MoRTH specification, 4th Revision)

5.10B Providing, laying and rolling of open graded premix surfacing Sqm 120.91 of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades - Open graded premix surfacing using cationic bitumen emulsion. (As per MoRTH specification, 4th Revision)

5.11A Providing, laying and rolling of close-graded premix surfacing Sqm 118.75 materials of 20mm thickness composed of 11.2mm to 0.09mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type A materials. (As per MoRTH

5.11B Providing, laying and rolling of close-graded premix surfacing Sqm 110.69 materials of 20mm thickness composed of 13.2mm to 0.09mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade - Using Type B materials. (As per MoRTH specification, 4th

5.12A Providing and laying seal coat sealing the voids in a Sqm 45.90 bituminous surface laid to the specified levels, grades and cross fall using Type A seal coat. (As per MoRTH specification, 4th Revision)

5.12B Providing and laying of premix sand seal coat with HMP of Sqm 36.58 appropriate capacity not less than 40 to 60 tonne/hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade - Type B (As per MoRTH specification, 4th Revision)

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5 . Base & Bituminous Construction Code No. Description Unit Rate Rs. 5.12C Extra for supply & mixing of waste plastic chips of 4.35mm Kg 25.91 nominal size (Plastic chips cut from used carry bags tea cups and other plastic covers etc. including cost of material charges, loading, unloading weighing in electronic weigh bridge etc. complete as directed by the engineer - in- charge.

5.14 Providing and laying 25mm thick mastic asphalt wearing Sqm 843.90 course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005 cum per 10sqmand at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 degree centigrade , protruding 1mm to 4mm over mastic surface, all complete as per Clause 515 of MoRTH specification, 4th Revision.

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6 . Cement Concrete Pavement Code No. Description Unit Rate Rs.

6.1 Construction of dry lean cement concrete Sub-base over a cum 2847.19 prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregates not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg /cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site , laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.

6.2 Construction of un-reinforced, dowel jointed, plain cement cum 4795.41 concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer,joint sealant, debonding strip,dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

6.3 Construction of rolled cement concrete base course with cum 3323.44 coarse and fine aggregate conforming to IS :383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10tonnes smooth wheeled vibratory roller to achieve, the designed flexural

6.5 Construction of base/sub-base using cement,sand,flyash and cum 1578.46 coarse aggregates proportioned as per table 4 of IRC:74-1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide Clause 7.6.3 of IRC:74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC:74-1979 and as per approved plans.

6.6 Construction of un-reinforced, dowel jointed, plain cement cum 6097.31 concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, replacing cement by flyash to the extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip Yanam Page 29

6 . Cement Concrete Pavement Code No. Description Unit Rate Rs. form paver spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs.

8.1A Construction of cement concrete kerb with top and bottom Rmt 262.54 width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete

8.1B Construction of cement concrete kerb with top and bottom Rmt 315.16 width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and mixing plant)

8.2A Construction of cement concrete kerb with channel with top Rmt 494.32 and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete mixer)

8.2B Construction of cement concrete kerb with channel with top Rmt 607.12 and bottom width 115 & 165 mm respectively, 250mm high in M20 Grade PCC on M10 grade foundation 150mm thick, kerb channel 300mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 (Using concrete batching and

8.3A Printing new letters and figures of any shade with synthetic per cm ht 0.57 enamel paint black or any other approved to give an even per letter shade - Hindi

8.3B Printing new letters and figures of any shade with synthetic per cm ht 0.34 enamel paint black or any other approved to give an even per letter shade - English and Roman

8.4A Providing and fixing of retro - reflectorised cautionary, each 1190.31 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm equilateral triangle (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4B Providing and fixing of retro - reflectorised cautionary, each 939.42 Yanam Page 31


8.4C Providing and fixing of retro - reflectorised cautionary, each 1081.65 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60cm Circular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4D Providing and fixing of retro - reflectorised cautionary, each 1466.03 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 80cm X 60cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4E Providing and fixing of retro - reflectorised cautionary, each 1063.56 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 45cm rectangular (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.4F Providing and fixing of retro - reflectorised cautionary, each 1208.45 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 60 cm X 60cm square (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.) Yanam Page 32


8.4G Providing and fixing of retro - reflectorised cautionary, each 1861.52 mandatory & informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45 cm X 45 cm X 60 cm , 60cm below ground level as per approved drawing. - 90 cm high octagon (Add 2% of cost of angle iron towards cost of drilling holes, nuts, bolts, etc.)

8.5 Providing and erecting direction and place identification retro- sqm 966.37 reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground level.

8.6 Providing and erecting direction and place identification retro- sqm 119229.7 reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 X 60 cm, 60cm below ground

8.7A Providing and erecting overhead signs with a corrosion tonne 51275.24 resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans -Truss and vertical support.

8.7B Providing and erecting overhead signs with a corrosion sqm 5724.86 resistant 2mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in Clauses 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans-Aluminium alloy plate for over head sign.

8.8 Painting two coats after filling the surface with synthetic sqm 48.10 enamel paint in all shades on new plastered concrete surfaces.

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. 8.9 Providing and applying two coats of ready mix paint of sqm 41.93 approved brand on steel surface after thorough cleaning of surface to give an even shade.

8.10 Providing and applying two coats of ready mix paint of sqm 47.00 approved brand on wood surface after thorough cleaning of surface to give an even shade.

8.11.3A Supplying and fixing of cantilever type destination sign boards each 54197.75 with diamond graded reflective sheeting in rectangular shape of size 1.20 m x 0.9 m of double sided board including the cost and conveyance of reflective sheeting and providing symbols and letterings by high intensity grade reflective white sheeting fixed over the aluminium plates of all sizes not less than 2 mm thick suitably framed and supported by M.S. angles of size 40 mm X 40 mm X 6 mm with required bolt and nuts. The rectangular board is fixed in the post pipe of 100 mm dia M.S. Heavy vertically 4.8 mts height and horizontally 1.2 m and both the vertical and horizontal are connected by a 100 mm dia M.S. heavy bend with inner support sleeves welded firmly and a base plate of size 30 cm X 30 cm welded at the bottom with necessary anchoring supports. The board and the post pipe are connected by 32 mm dia M.S. pipe with suitable bolts and clamps of 12 cm length by horizontally 3 places and vertically 2 places and a cross tie flat is provided at the bottom of the board with pipe post to hold the hanging strength. Finally the board frame and the post pipe are painted by Zinc chromate primer and aluminium paint and embedded in ground pit of size 0.8m X 0.8 m X 0.9 m with PCC 1:2:4 complete

8.11.3B Fabrication, supply and fixing of informatory board of size 1.2 each 17938.81 m X 0.6 m of diamond graded reflective sheeting encapsulated on aluminium sheets of not less than 2 mm thick suitably supported and framed by M.S angles of size 40 mm X 40 mm X 6mm. The informatory lettering and the symbols will be provided by high intensity white grade white sheeting. The board is supported by a post pipe of size 80 mm dia M.S. heavy for a height of 3.6 m and extended and supported to the extreme width of the board on the rear side. This board frames and post pipes will be painted by Zinc chromate primer and white colour enamel paint and embedded in ground pit of size 0.6m X 0.6 m X 0.6 m with PCC 1:2:4. Rate includes all materials, labour charges conveyance concreting, painting

8.11A Painting lines,dashes, arrows,etc., on roads in two coats on sqm 92.64 new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. 8.11B Painting lines,dashes, arrows,etc., on roads in two coats on sqm 82.87 new work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

8.12A Painting lines,dashes, arrows,etc., on roads in two coats on old sqm 62.81 work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-over 10cm in width.

8.12B Painting lines,dashes, arrows,etc., on roads in two coats on old sqm 66.54 work with ready mixed road marking paint conforming to IS:164 on bituminous surface,including cleaning the surface,including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and control-upto 10cm in width.

8.13 Providing and laying of hot applied thermoplastic compound sqm 449.40 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

8.14A Reinforced cement concrete M15 grade kilometre stone of Nos 603.46 standard design as per IRC:8-1980,fixing in position including painting and printing etc-5th kilometre stone(precast)

8.14B Reinforced cement concrete M15 grade kilometre stone of Nos 282.50 standard design as per IRC:8-1980,fixing in position including painting and printing etc-ordinary kilometre stone(precast)

8.14C Reinforced cement concrete M15 grade kilometre stone of Nos 123.80 standard design as per IRC:8-1980,fixing in position including painting and printing etc-Hectometre stone(precast)

8.15 Supplying and installation of delineators (road way indicators, each 1198.17 hazard markers,object markers),80-100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC:79

8.16 Reinforced cement concrete M15 grade boundary pillars of each 137.85 standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.

8.17 Providing and fixing 1.2metres high GI barbed wire fencing Rmt 183.85 with 1.8m angle iron posts 40 mmX40mmX6mm placed Yanam Page 35

8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. every 3 metres center to center founded in M15 grade cement concrete,0.6metre below ground level,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 807.

8.18 Providing and fixing 1.8m high GI barbed wire fencing with Rmt 305.63 2.4m iron posts 50mmX50mmX6mm placed every 3 metre center to center founded in M15 grade cement concrete 0.6 metre below ground level,every 15th post last but one end post and corner post on one side only and provided with 12 horizontal lines and 2 diagonals inetrwoven with horizontal wires, fixed with GI staples, turn buckles etc., complete as per Clause 807.

8.19 Providing 1.2m high fencing with angle iron posts Rmt 25.13 50mmX50mmX6mm at 3 metre center to centerwith 0.40 metre embedded in M15 grade cement concrete, corner,end and every 10th post to be strutted, provided with welded steel wire fabric of 75mmX50mm mesh or 75mmX25mm mesh and fixed to iron posts by flat iron 50X5mm and bolts etc,. Complete in all respects.

8.20 Providing, fixing and erecting 50mm dia steel pipe railing in 3 Rmt 7.38 rows duly painetd on medium weight steel channels (ISMC series) 100 mmX 50 mm, 1.2 metre high above ground, 2m center to centre, complete as per approved drawings.

8.21 Providing, fencing and erecting 50mm dia painted steel pipe Rmt 16.99 railing in 3 rows on precast M20 grade RCC vertical posts 1.8 metre high (1.2 m above GL) with 3 holes 50 mm dia pipe,fixed 2 metre centre to, complete as per approved

8.22 Provision of an reinforced cement concrete crash barrier at Linear 24.02 the edges of the road, approaches to bridge structures and metre medians, constructed with M20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450mm long at expansion joints filled with pre-moulded ashpalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.

8.23A Providing and erecting a "W" metal beam crash barrier Rmt 87.64 comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,1.8 m high,1.1m below ground/road level, all steel parts and fittings to conform to IS:1367 and IS:1364, metal beam rail to

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8 . Traffic Signs,Markings & Other Road Code No. Description Unit Rate Rs. be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330m long complete as per Clause 810.

8.23B Providing and erecting a "Thrie" metal beam crash barrier Rmt 87.64 comprising of 3mm thick corrugated sheet metal beam rail,85 cm above road/ ground level,fixed on ISMC series channel vertical post,150X75X5 mm spaced 2 m centre-to-centre,2 m high with 1.15m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 546mm long complete as per Clause 810.

8.24 Supplying and fixing of plastic speed bump made out of ABS Rum 4824.78 material. It can bear a load of 80 Tons (Approx).Two highly reflective reflectors moulded in PMMA materials are welded with ABS base plate through ultra sonic welding process and then fixed on to the speed bump so that dust and water cannot touch reflector's inside area and this it maintains its reflectivity for a long time. The speed bump is designed so dynamically and compact that it can bear maximum load on it. Size of the speed bump; Length-750 mm, Width-250mm, Height- 75mm. It is available in yellow/black combination. It is also available in White/Black combination.

8.25 Supply and installation of solar powered LED Amber blinkers each 67924.70 24 hours operation with Ultra bright Amber/ Red Solid State LED's. the operating voltage is 24 V and the battery and the LED's array enclosure is 300 mm dia with protection glass. The system shall blink 30 blinks per minute. Battery shall be of SMF and expected life shall be 2 years and panel life shall be expected 10 years. The visibility shall be 800 mts. The blinker shall be fixed in G.I. pipe class B of 4" dia reduced to 3" dia G.I.pipe class B. the rate shall include fixing below ground level of 1.20mts depth embedded in CC 1:2:4 of size 50 cm X 50 cm, pipe painted with primer and two or more coat enamel paint of required colour all as directed

8.30 Tile work in skiriting raising of steps and dado (upto 2m Sqm 960.45 height ) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand ) end jointed with grey cement slurry at 3.3kg / 1sqm, including grooves joints 10mm wide and 10mm deep on all sides of tiles etc., complete flamed granite tiles 10mm

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9 . Pipe Culverts Code No. Description Unit Rate Rs.

9.1 Plain cement concrete 1:3:6 mix with crushed stone aggregate cum 3907.26 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

9.2A Laying reinforced cement concrete pipe Np4/ prestressed metre 6308.34 concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1000mm.

9.2B Laying reinforced cement concrete pipe Np4/ prestressed metre 6366.27 concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets-1200mm.

9.3A Laying reinforced cement concrete pipe Np4/ prestressed metre 12616.69 concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1000mm.

9.3B Laying reinforced cement concrete pipe Np4/ prestressed metre 12732.53 concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling, concrete and masonry works in head walls and parapets - 1200mm.

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10 . Maintenance of Roads Code No. Description Unit Rate Rs.

10.1 Restoration of rain cuts with soil, murram gravel or a mixture cum 592.10 of these clearing the loose soil benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammers, to restore the original alignment, levels and slopes.

10.2 Making up loss of material/irregularities on shoulder to the sqm 80.13 design level by adding fresh approved soil and compacting it with appropriate equipment.

10.3 Stripping excess soil from shoulder surface to achieve the sqm 8.98 approved level and compacting it with plate compactor.

10.4 Removal of all failed material, trimming of completed sqm 109.12 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 511, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2.

10.5A Removal of all failed material, trimming of completed sqm 247.51 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2 - Grading I - 19mm (Nominal Size)

10.5B Removal of all failed material, trimming of completed sqm 243.51 excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and the base of excavation as per Clause 503, backfilling the pot - holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to form a smooth continuous surface, all as per Clause 3004.2 - Grading II - 13mm (Nominal Size)

10.6 Filling of crack using slow curing bitumen emulsion and Rmt 2.94 applying crusher dust in case cracks are wider than 3 mm.

10.7 Applying crusher dust to areas of road where bleeding of sqm 0.96 excess bitumen has occurred.

10.9 Repair of spalled joint grooves of contraction joints, Rmt 118.44 longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete.

10.10 Removal of existing sealant and re-sealing of Rmt 27.03 contraction,longitudinal or expansion joints in concrete pavement with fresh sealant material.

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10 . Maintenance of Roads Code No. Description Unit Rate Rs. 10.11 Removal of earth from the choked hill side drain and disposing Rmt 23.74 it on the valley side manually.

10.12 Clearance of landslides in soil and ordinary rock by a bull- cum 52.72 dozer D 80 A-12 180HP and disposal of the same on the valley side.

10.13 Clearing of landslide in hard rock requiring blasting for 50 cum 135.94 percent of the boulders and disposal of the same on the valley side.

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11 . Horticulture Code No. Description Unit Rate Rs.

11.1 Spreading of sludge farm yard manure or/ and good earth in cum 45.81 required thickness(cost of sludge, farm-yard manure or/and good earth to be paid for separately)

11.2A Grassing with 'Doob' grass including watering and maintenance sqm 8.28 of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 15cm apart in either direction.

11.2B Grassing with 'Doob' grass including watering and maintenance sqm 13.27 of the lawn for 30 days or more tlii the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed-in rows 7.5 cm apart in either direction.

11.3 Making lawns including ploughing and breaking of clod, sqm 4.03 removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm.

11.4 Maintenance of lawns or Turfing of slopes (rough grassing) for sqm 46.46 a period of one year including watering,etc.

11.5 Turfing lawns with fine grassing including ploughing, dressing sqm 10.42 including breaking of clods, removal of rubbish, dressing and supplying doob grass roots at 10 cm apart, including supplying and spreading of farmyard manure at rate of 0.6 cum per 100 sqm.

11.6 Maintenance of lawns with fine grassing for the first year sqm 110.34 including watering, etc.,

11.7A Planting permanent hedges including digging of trenches, 60 Rmt 100.77 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metre and supplying and planting two rows of hedge plants at 30 cm apart.

11.7B Maintenance of hedge for one year Rmt 121.91 11.8A Planting flowering plants and shrubs in central verge - 200 Rmt 26.02 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

11.8B Maintenance of flowering plants and shrubs in central verge km 121852.9 for one year - 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.

11.9 Planting of trees by the roadside (Avenue trees) in 0.60 m dia each 588.60 holes, 1 m deep dug in the ground, mixing the soil with decayed farmyard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and Yanam Page 41

11 . Horticulture Code No. Description Unit Rate Rs. maintaining the plants for one year.

11.10 Renovation lawns including weeding forking the ground, top sqm 10.94 dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubish as directed, including supplying good earth, if needed but excluding the cost of well decayed farmyard manure.

11.11 Supply at site of work well decayed farm yard manure, from cum 162.61 any available source, approved by the Engineer-in-charge including screening and stacking.

11.12 Supply at site of work / store - deoiled neem cake duly packed quintal 871.13 in used gunny bags.

11.13 Supplying sludge duly stacked at site/store cum 17.42 11.14 Half brick circular tree guard in 2nd class brick internal each 992.23 diametre 1.25 m above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement: 6 sand) and the intermediate courses being in dry honey comb masonry as per design complete.

11.15 Edging with 2nd class bricks, laid dry lengthwise, including metre 19.83 excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metre.

11.16 Making tree guard 53 cm dia and 1.3 m high as per Design each 229.43 from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets, complete in all respect.

11.17 Maing tree guard 53 cm dia 2 metre high as per design from each 500.26 empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos. MS sheet rings 50 x 0.5 mm with rivets complete in all respects.

11.18 Wrought iron and mild steel welded work (using angles, square quintal 5663.48 bars, tees and channel grills, grating frames, gates and treeguards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.

11.19 Providing and fixing MS iron tree guard 60 cm dia and 2 metre each 128.79 high abvoe ground level formed of 4 Nos. (25 x 6 mm) and 8 Nos. ( 25 x 3 mm)vertical MS riveted to 3 Nos. (25 x 6 mm) Yanam Page 42

11 . Horticulture Code No. Description Unit Rate Rs. iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming complete in all respects.

11.20 Providing and fixing tree guard 0.60 metre square, 2 metre each 1144.09 high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together.

11.21 Planting trees as compensatory afforestation at the rate of hectare 64214.69 290 trees per hectare at a spacing of 6 m by grubbing and levelling the ground upto a depth of 150 mm , digging holes 0.9 m dia, 1 m deep, mixing farm yard / sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.

11.29A Supply of circular shaped steel tree guard of 45 cm dia and sqm 423.85 1.5m height, which includes leg height of 15 cm. The tree guard circular frame is made out of 3 nos of horizontal rings using 20mm X 6mm, M.S. flats and vertical legs of 3 nos using 10 mm rod, intermediate gaps are welded with 9 nos of 6 mm rod verticals. The tree guard will be painted in green colour and required lettering will be provided in the name boards of size 23 cm X 51 cm at center and 15 cm X 51cm at the top using 20 gauge thick sheet, supported with 20 mm X 6mm M.S.flats at rear side all complete.

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4 . SuperStructure Code No. Description Unit Rate Rs.

4.15A Providing anticorrosive treatment to hysd reinforcement with Tonne 10309.93 fusion bonded epoxy coating. the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc., wastage in cut lengths of bars, provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc. - for bars of 20mm to 32mm diameter.

4.15B Providing anticorrosive treatment to hysd reinforcement with Tonne 14522.59 fusion bonded epoxy coating. the rate includes cost of anticorrosive coating including cost of powder, sand blasting, cleaning, induction, heating, depreciation of machinery etc., wastage of cut lengths of bars, provision of pvc coating on binding wire, provision of wooden battens between rows of coated bars, cover to work bush pins/bar bending machines etc. - for bars of 10mm to 16mm diameter.

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12 . Foundation Code No. Description Unit Rate Rs.

12.1.1A.1 Earth work in excavation for foundation of structures as per cum 100.21 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - Depth upto 3 metres including the cost of labour and overhead charges.

12.1.1A.2 Earth work in excavation for foundation of structures as per cum 128.84 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary Soil - Manual Means - 3 metres to 6 metres depth including the cost of labour and overhead charges.

12.1.1A.3 Earth work in excavation for foundation of structures as per cum 171.79 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Manual Means - Depth above 6 metres including the cost of labour and overhead charges.

12.1.1B.1 Earth work in excavation for foundation of structures as per cum 53.10 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - Depth upto 3 metres including the cost of labour hire charge of hydraulic excavator and overhead

12.1.1B.2 Earth work in excavation for foundation of structures as per cum 60.69 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - 3 metres to 6 metres depth including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.1B.3 Earth work in excavation for foundation of structures as per cum 73.98 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Oridnary Soil - Mechanical Means - above 6 metres depth including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.2A Earth work in excavation for foundation of structures as per cum 143.16 Yanam Page 2


12.1.2B Earth work in excavation for foundation of structures as per cum 67.62 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Ordinary rock (not requiring blasting)- Mechanical Means - depth upto 3 metres including the cost of labour, hire charge of hydraulic excavator and overhead charges.

12.1.3A Earth work in excavation for foundation of structures as per cum 450.26 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Requiring Blasting) - Manual Means including the cost of labour, blasting material, detonators, hire charge for air compressor and overhead charges.

12.1.4A Earth work in excavation for foundation of structures as per cum 360.94 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Hard rock (Blasting prohibited) - Mechanical Means - depth upto 3 metres - including the cost of labour, hire charge for air compressor and overhead charges.

12.1.5A Earth work in excavation for foundation of structures as per cum 399.56 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Manual Means - upto 3 metres depth - including the cost of labour, hire charge of tractor and overhead charges.

12.1.5B Earth work in excavation for foundation of structures as per cum 103.87 drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Marshy soil - Mechanical Means - upto 3 metre depth including the cost of labour, hire charge for tipper, hydraulic excavator and overhead charges.

12.1.6 Earth work in excavation for foundation of structures as per cum 288.34 drawings and technical specifications, including setting out,

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12 . Foundation Code No. Description Unit Rate Rs. construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material - Backfilling in Marshy Foundation Pits including the cost of labour, hire charge for tractor and overhead charges.

12.3 Sand filling in foundation trenches as per drawing and cum 947.78 technical specification including the cost of labour, material and overhead charges.

12.4 Plain Cement Concrete 1:3:6 nominal mix in foundation with cum 4341.56 crushed stone aggregate 40 mm nominal size mechancially mixed, placed in foundation and compacted by vibration including curing for 14 days including the cost of labour, material, hire charge for concrete mixer, electirc gen set, water tanker and overhead charges.

12.5 Brick Masonry in Cement Mortar 1:3 in foundation complete cum 4088.18 excluding Pointing and Plastering, as per drawing and technical specifications including the cost of labour, material and overhead charges.

12.6 Cement Mortar 1:3 (1 Cement : 3 sand) including the cost of cum 4963.68 labour, material and overhead charges.

12.7A Stone Masonry work in cement mortar 1:3 in foundation cum 3713.04 complete as per drawing and Technical specifications - Square rubble coursed rubble masonry (First sort) including the cost of labour, material and overhead charges.

12.7B Stone Masonry work in cement mortar 1:3 in foundation cum 3665.85 complete as per drawing and Technical specifications - Random rubble masonry (coursed / uncoursed) including the cost of labour, material and overhead charges.

12.8A Plain cement concrete in open foundation complete as per cum 5034.26 drawing and technical specifications - PCC Grade M15 with a minimum cement content of 275 kg / cum including the cost of labour, material hire charge for concrete mixer, electric gen set, form work and overhead charges.

12.8B Plain cement concrete in open foundation complete as per cum 5666.23 drawing and technical specifications - PCC Grade M20 with a minimum cement content of 344 kg / cum including the cost of labour, material, hire charge for concrete mixer, electric gen set, form work and overhead charges.

12.8C.1 Reinforced cement concrete in open foundation complete as cum 5850.72 per drawing and technical specifications - RCC Grade M20 with a minimum cement content 347 kg / cum - Using concrete mixer including the cost of labour, material, hire Yanam Page 4

12 . Foundation Code No. Description Unit Rate Rs. charge for electric genset, formwork and overhead charges.

12.8C.2 Reinforced cement concrete in open foundation complete as cun 5410.22 per drawing and technical specifications - RCC Grade M20 with a minimum cement content of 347 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, electric gen set, front end loader including the cost of labour, material, formwork and overhead charges.

12.8D.1 Plain cement concrete in open foundation complete as per cum 6097.28 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - Using Concrete Mixer and electric genset including the cost of labour and material, formwork and overhead charges.

12.8D.2 Plain cement concrete in open foundation complete as per cum 5661.18 drawing and technical specifications - PCC Grade M25 with a minimum cement content of 400 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8E.1 Reinforced cement concrete in open foundation complete as cum 6286.68 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - Using Concrete Mixer and electric gen set including the cost of labour, material, form work and overhead charges.

12.8E.2 Reinforced cement concrete in open foundation complete as cum 5847.24 per drawing and technical specifications - RCC Grade M25 with a minimum cement content of 403 kg / cum - With Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8F.1 Plain cement concrete in open foundation complete as per cum 6130.69 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - using Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8F.2 Plain cement concrete in open foundation complete as per cum 5707.40 drawing and technical specifications - PCC Grade M30 with a minimum cement content of 405 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.8G.1 Reinforced Cement Concrete in open foundation complete as cum 6298.26 per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Yanam Page 5

12 . Foundation Code No. Description Unit Rate Rs. Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8G.2 Reinforced Cement Concrete in open foundation complete as cum 5861.21 per drawing and technical specifications - RCC Grade M30 with a minimum cement content of 407 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump,front end loader, electric gen set including the cost of labour material, formwork and overhead charges.

12.8H.1 Reinforced Cement Concrete in open foundation complete as cum 6390.16 per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.8H.2 Reinforced Cement Concrete in open foundation complete as cum 5955.23 per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Batching Plant, Transit Mixer and Concrete Pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.11C.4.1 Plain Cement Concrete, in Well Foundation complete as per cum 6432.06 Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg / cum - Using Concrete Mixer

12.11C.4.2 Plain Cement Concrete, in Well Foundation complete as per cum 5925.88 Drawing and Technical Specifications - Bottom Plug - PCC Grade M35 with a minimum cement content of 419 kg / cum - Using Batching Plant, Transit Mixer and Crane / Concrete Pump, front end loader, electric gen set including the cost of labour, material, admixtures and overhead charges.

12.11F.4.1 Reinforced cement concrete, in well foundation complete as cum 6390.16 per drawing and technical specifications - well cap - RCC grade M35 with a minimum cement content of 422 kg / cum - Using concrete mixer and electric gen set including the cost of labour, material, formwork and overhead charges.

12.11F.4.2 Reinforced cement concrete, in well foundation complete as cum 5843.07 per drawing and technical specifications - well cap - RCC grade M35 with a minimum cement content of 422 kg / cum - Using Batching plant , transit mixer and concrete pump, front end loader, electric gen set including the cost of labour, material, formwork and overhead charges.

12.22 Providing steel liner 10mm thick for curbs and 6mm thick for MT 64463.24 steining of wells including fabricating and setting out as per detailed drawing Yanam Page 6


12.22.1 Boring, providing and installing bored cast - in - situ reinforced metre 1740.38 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 450mm (Using concrete mixer) 12.23.1 Boring, providing and installing bored cast - in - situ reinforced metre 5156.67 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 750mm (Using concrete mixer) 12.24.1 Boring, providing and installing bored cast - in - situ reinforced metre 8592.88 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. Yanam Page 7

12 . Foundation Code No. Description Unit Rate Rs. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 1000mm (Using concrete mixer)

12.25.1 Boring, providing and installing bored cast - in - situ reinforced metre 11266.52 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter -1200mm (Using concrete mixer) 12.26.1 Driven cast -in -place vertical M35 grade with a minimum metre 4285.40 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 750 mm diametre (Using concrete mixer)

12.27.1 Driven cast -in -place vertical M35 grade with a minimum metre 7027.70 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1000 mm diametre (Using concrete mixer)

12.28.1 Driven cast -in -place vertical M35 grade with a minimum metre 10231.25 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 1200 mm diametre (Using concrete mixer)

12.29.1 Driven precast vertical M 35 grade with a minimum cement metre 2352.92 content of 419 kg / cum R.C.C piles excluding reinforcement complete as per drawing and technical specifications - 500 mm diameter pile (using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.30.1 Driven precast vertical M 35 grade with a minimum cement metre 4053.62 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 750mm diameter pile (Using crane, vibrating pile drawing hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of materials and machinery.

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12 . Foundation Code No. Description Unit Rate Rs. 12.31.1 Driven precast vertical M 35 grade with a minimum cement metre 6690.53 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 1000mm diametre pile.(using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.32.1 Driven precast vertical M35 grade with a minimum cement metre 1667.97 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 300mm x 300mm.(Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery.

12.33.1 Driven precast vertical M 35 grade with a minimum cement metre 2775.43 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 500 mm x 500 mm (Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and

12.34.1 Driven precast vertical M 35 grade with a minimum cement metre 5083.25 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 750 mm x 750mm.(Using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and

12.37A Pile load test on single vertical pile in accordance with MT 479.12 IS:2911 (Part -IV) - Initial and routine load test

12.37B Pile load test on single vertical pile in accordance with MT 7259.38 IS:2911 (Part -IV) - lateral load test

12.38A.1 Cement concrete for reinforced concrete in pile cap complete cum 5822.24 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum (Using Concrete mixer and electric genset) including all machineries and formwork.

12.38A.2 Cement concrete for reinforced concrete in pile cap complete cum 5400.73 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum - (Using Batching plant , Transit mixer and Concrete pump) including all machineries and formwork.

12.38B.1 Cement concrete for reinforced concrete in pile cap complete cum 6289.46 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using concrete mixer) including all machineries and formwork.

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12 . Foundation Code No. Description Unit Rate Rs. 12.38B.2 Cement concrete for reinforced concrete in pile cap complete cum 5867.95 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using Batching plant, Transit Mixer and Concrete Pump) including all machineries and formwork.

12.38C.1 Cement concrete for reinforced concrete in pile cap complete cum 6348.53 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using concrete mixer)including all machineries and formwork.

12.38C.2 Cement concrete for reinforced concrete in pile cap complete cum 5927.03 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using Batching plant, Transit Mixer and Concrete pump) including all machineries and formwork.

12.38D.1 Cement concrete for reinforced concrete in pile cap complete cum 6472.05 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Concrete mixer) including all machineries and formwork.

12.38D.2 Cement concrete for reinforced concrete in pile cap complete cum 6050.55 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , Transit Mixer and Concrete Pump) including all machineries and formwork.

12.39 Providing and laying of PCC M15 with a minimum cement cum 4840.63 content of 275 kg / cum levelling course 100mm thick below the pile cap (Using concrete mixer and electric genset)

12.40 Supplying, fitting and placing uncoated Thermo Mechanical MT 56239.83 Treated bars (TISCON / VIZAG / IISCO / SAIL ) reinforcement in foundation complete as per drawing and technical specifications

12.40.1 Boring, providing and installing bored cast - in - situ reinforced metre 1798.26 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the Yanam Page 10

12 . Foundation Code No. Description Unit Rate Rs. bottom of pile cap) - pile diameter - 450mm (Using concrete mixer & Cement SRPC)

12.40A Supplying, fitting and placing uncoated Thermo Mechanical MT 52428.66 Treated bars (ISI brand approved make) reinforcement in foundation complete as per drawing and technical

12.41 Supplying, fitting and placing uncoated mild steel MT 54942.80 reinforcement in foundation complete as per drawing and technical specifications

12.41.1 Boring, providing and installing bored cast - in - situ reinforced metre 5317.35 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 750mm (Using concrete mixer & Cement SRPC) 12.42.1 Boring, providing and installing bored cast - in - situ reinforced metre 8878.68 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter - 1000mm (Using concrete mixer & Cement SRPC)

12.43.1 Boring, providing and installing bored cast - in - situ reinforced metre 11677.93 cement concrete pile of specified diameter using approved drilling method to the required depth up to the cut off level in

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12 . Foundation Code No. Description Unit Rate Rs. pile cap in RCC M35 grade with a minimum cement content of 419 kg / cum using Blue metal of 20mm and down gauge to carry a safe working load not less than the specified, excluding the cost of steel reinforcement but including the cost of boring with casing from Natural / formed ground level, bentonite mud circulation of approved specific gravity and the length of pile to be embedded in the pile cap. The cost shall include the cost of dismantling of laitenance / week concrete as per BIS norms, removal of dismantled debries and the waste bore mug from the site with all lifts and lead upto 1000m - as directed by the Engineer - in - charge. The rate shall include all machineries required for boring, genset, skilled labour etc. (Length of pile for payment shall be measured upto the bottom of pile cap) - pile diameter -1200mm (Using concrete mixer & Cement SRPC)

12.44.1 Driven cast -in -place vertical M35 grade with a minimum metre 4446.91 cement content of 419 kg / cum R.C.C. pile excluding reinforcement complete as per drawing and technical specifications - 750 mm diametre (Using concrete mixer & Cement SRPC)



12.47.1 Driven precast vertical M 35 grade with a minimum cement metre 2388.31 content of 419 kg / cum R.C.C piles excluding reinforcement complete as per drawing and technical specifications - 500 mm diameter pile (using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery.(Using Cement SRPC)

12.48.1 Driven precast vertical M 35 grade with a minimum cement metre 4133.22 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - 750mm diameter pile (Using crane, vibrating pile drawing hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of materials and machinery & Cement SRPC)

12.49.1 Driven precast vertical M 35 grade with a minimum cement metre 8520.93 content of 419 kg / cum RCC piles excluding reinforcement

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12 . Foundation Code No. Description Unit Rate Rs. complete as per drawing and technical specifications - 1000mm diametre pile.(using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.50.1 Driven precast vertical M35 grade with a minimum cement metre 1684.19 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 300mm x 300mm.(Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.51.1 Driven precast vertical M 35 grade with a minimum cement metre 2820.50 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 500 mm x 500 mm (Using crane and vibrating pile driving hammer with power unit including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.52.1 Driven precast vertical M 35 grade with a minimum cement metre 5184.65 content of 419 kg / cum RCC piles excluding reinforcement complete as per drawing and technical specifications - size of pile 750 mm x 750mm.(Using crane, vibrating pile driving hammer with power unit) including the cost of materials, labour and transportation cost @ 1% of material and machinery. (Using Cement SRPC)

12.59A.1 Cement concrete for reinforced concrete in pile cap complete cum 5894.66 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum (Using Concrete mixer and electric genset) including all machineries and formwork. (Using Cement SRPC)

12.59A.2 Cement concrete for reinforced concrete in pile cap complete cum 5489.36 as per drawing and technical specifications - RCC grade M20 with a minimum cement content of 341 kg / cum - (Using Batching plant , Transit mixer and Concrete pump) including all machineries and formwork. (Using Cement SRPC)

12.59B.1 Cement concrete for reinforced concrete in pile cap complete cum 6394.27 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using concrete mixer) including all machineries and formwork. (Using Cement SRPC)

12.59B.2 Cement concrete for reinforced concrete in pile cap complete cum 5988.97 as per drawing and technical specifications - RCC grade M25 with a minimum cement content of 399 kg / cum -(Using

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12 . Foundation Code No. Description Unit Rate Rs. Batching plant, Transit Mixer and Concrete Pump) including all machineries and formwork.(Using Cement SRPC)

12.59C.1 Cement concrete for reinforced concrete in pile cap complete cum 6457.44 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using concrete mixer)including all machineries and formwork. (Using Cement SRPC)

12.59C.2 Cement concrete for reinforced concrete in pile cap complete cum 6052.14 as per drawing and technical specifications - RCC grade M30 with a minimum cement content of 407 kg / cum -(Using Batching plant, Transit Mixer and Concrete pump) including all machineries and formwork.(Using Cement SRPC)

12.59D.1 Cement concrete for reinforced concrete in pile cap complete cum 6589.52 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Concrete mixer) including all machineries and formwork.(Using Cement SRPC)

12.59D.2 Cement concrete for reinforced concrete in pile cap complete cum 6184.22 as per drawing and technical specifications - RCC grade M35 with a minimum cement content of 422 kg / cum -(Using Batching plant , Transit Mixer and Concrete Pump) including all machineries and formwork.(Using Cement SRPC)

12.60 Providing and laying of PCC M15 with a minimum cement cum 5079.68 content of 275 kg / cum levelling course 100mm thick below the pile cap (Using concrete mixer , electric genset and Cement SRPC)

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13 . Substructure Code No. Description Unit Rate Rs.

13.1 Brick masonry work in cement mortar 1:3 (One cement and cum 4051.00 three sand) in substructure complete excluding pointing and plastering, as per drawing and technical specification- including the cost of labour, material and formwork

13.2 Pointing with cement mortar 1:3 (one cement and three sand) sqm 45.52 on brick work in substructure as per technical specification- including the cost of labour, material.

13.3 Plastering with cement mortar 1:3 (one cement and three sqm 102.11 sand) on brick work in substructure as per Technical specifications-including the cost of labour and material.

13.4A Stone masonry work in cement mortar 1:3 (one cement and cum 3674.58 three sand) for substructure complete as per drawing and technical specifications) - Random rubble masonry-including the cost of labour, material and formwork.

13.4B Stone masonry work in cement mortar 1:3 (one cement and cum 3810.70 three sand) for substructure complete complete as per drawing and technical specifications) - Coursed rubble masonry (first sort)-including the cost of labour, material and formwork.

13.4C Stone masonry work in cement mortar 1:3 (one cement and cum 4620.29 three sand) for substructure complete complete as per drawing and technical specifications) - Ashlar masonry (first sort)- including the cost of labour ,material and formwork.

13.5A Plain Cement Concrete in substructure complete as per cum 5324.71 drawing and technical specification - PCC Grade M15 with a minimum cement content 275 kg / cum upto 5 metre height- including the cost of labour, material, machinery and

13.5B Plaing Cement Concrete in substructure complete as per cum 5993.12 drawing and technical specification - PCC Grade M20 with a minimum cement content 344 kg / cum upto 5 metre height- including the cost of labour ,material,machinery and formwork.

13.5C.1.1 Plaing Cement Concrete in substructure complete as per cum 6464.60 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum upto 5 metre height- Using concrete mixer(Formwork-10%).

13.5C.1.2 Plain Cement Concrete in substructure complete as per cum 6002.23 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum up to 5m height- Using batching plant(Formwork-10%).

13.5C.2.1 Plain Cement Concrete in substructure complete as per cum 6699.66 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum - For height above

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13 . Substructure Code No. Description Unit Rate Rs. 5m height and upto 10m - Using concrete mixer (Form work 12 % + Extra lift 2 %)

13.5C.2.2 Plain Cement Concrete in substructure complete as per cum 6220.48 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum for height above 5m and upto 10m using batching plant (Form work 12% + Extra

13.5C.3.1 Plain Cement Concrete in substructure complete as per cum 6993.51 drawing and technical specification - PCC Grade M25 with a minimum cement content 399 kg / cum for height above 10m using concrete mixer (Form work 15% + Extra lift 4%)

13.5C.3.2 Plain Cement Concrete in substructure complete as per cum 6493.32 drawing and technical specification - PCC Grade M25 with a minimum cement content 400 kg / cum for height above 10m using batching plant (Form work 15% + Extra lift 4%)

13.5D.1.1 Plain Cement Concrete in substructure complete as per cum 6515.71 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height - using concrete mixer (Formwork-10%).

13.5D.1.2 Plain Cement Concrete in substructure complete as per cum 6065.83 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum upto 5m height- Using batching plant (Formwork-10%).

13.5D.2.1 Plain Cement Concrete in substructure complete as per cum 6752.65 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 5m and upto 10m using concrete mixer (Formwork 12% + Extra

13.5D.2.2 Plain Cement Concrete in substructure complete as per cum 6286.42 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum For height above 5m and upto 10m height using batching plant (Form work 12% + Extra lift 2%)

13.5D.3.1 Plain Cement Concrete in substructure complete as per cum 7048.81 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using concrete mixer (Form work 15% + Extra lift 4%)

13.5D.3.2 Plain Cement Concrete in substructure complete as per cum 6562.13 drawing and technical specification - PCC Grade M30 with a minimum cement content 405 kg / cum for height above 10m -Using batching plant (Form work 15% + Extra lift 4%)

13.5E.1.1 Reinforced Cement Concrete in substructure complete as per cum 6188.27 drawing and technical specification -RCC Grade M20 with a Yanam Page 16

13 . Substructure Code No. Description Unit Rate Rs. minimum cement content 347 kg / cum up to 5m height - Using concrete mixer

13.5E.1.2 Reinforced Cement Concrete in substructure complete as per cum 5722.34 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum up to 5m height - Using batching plant

13.5E.2.1 Reinforced Cement Concrete in substructure complete as per cum 6413.29 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using concrete mixer (Form work 12% + Extra lift 2%)

13.5E.2.2 Reinforced Cement Concrete in substructure complete as per cum 5930.44 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 5m and upto 10m -Using batching plant (Form work 12% + Extra lift 2%)

13.5E.3.1 Reinforced Cement Concrete in substructure complete as per cum 6694.58 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using concrete mixer (Form work 15% + Extra lift 4%)

13.5E.3.2 Reinforced Cement Concrete in substructure complete as per cum 6190.54 drawing and technical specification -RCC Grade M20 with a minimum cement content 347 kg / cum for height above 10m - Using batching plant (Form work 15% + Extra lift 4%)

13.5F.1.1 Reinforced Cement Concrete in substructure complete as per cum 6665.39 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using concrete mixer

13.5F.1.2 Reinforced Cement Concrete in substructure complete as per cum 6199.48 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for upto height 5m - Using batching plant

13.5F.2.1 Reinforced Cement Concrete in substructure complete as per cum 6883.54 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.8% + Extra lift 1.8%)

13.5F.2.2 Reinforced Cement Concrete in substructure complete as per cum 6402.36 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.8% + Extra lift 1.8)

Yanam Page 17

13 . Substructure Code No. Description Unit Rate Rs.

13.5F.3.1 Reinforced Cement Concrete in substructure complete as per cum 7048.81 drawing and technical specification -RCC Grade M25 with a minimum cement content 405 kg / cum for height above 10m - Using concrete mixer (Form work 15% + Extra lift

13.5F.3.2 Reinforced Cement Concrete in substructure complete as per cum 6706.71 drawing and technical specification -RCC Grade M25 with a minimum cement content 403 kg / cum for height above 10m - Using batching plant (Form work 15% + Extra lift

13.5G.1.1 Reinforced Cement Concrete in substructure complete as per cum 6693.80 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using concrete mixer (Formwork-10%)

13.5G.1.2 Reinforced Cement Concrete in substructure complete as per cum 6229.31 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum upto 5m height - Using batching plant (Formwork-10%).

13.5G.2.1 Reinforced Cement Concrete in substructure complete as per cum 6882.44 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using concrete mixer (Form work 11.5% + Extra lift 1.6%)

13.5G.2.2 Reinforced Cement Concrete in substructure complete as per cum 6882.44 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 5m and upto 10m height - Using batching plant (Form work 11.5% + Extra lift 1.6 %)

13.5G.3.1 Reinforced Cement Concrete in substructure complete as per cum 7150.19 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 10m - Using concrete mixer (Form work 14% + Extra lift 3.5%)

13.5G.3.2 Reinforced Cement Concrete in substructure complete as per cum 6654.03 drawing and technical specification -RCC Grade M30 with a minimum cement content 407 kg / cum for height above 10m - Using batching plant (Form work 14% + Extra lift 3.5%)

13.5H.1.1 Reinforced Cement Concrete in substructure complete as per cum 6824.44 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using concrete mixer (Formwork-10%).

Yanam Page 18

13 . Substructure Code No. Description Unit Rate Rs. 13.5H.1.2 Reinforced Cement Concrete in substructure complete as per cum 6359.96 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using batching plant (Formwork-10%).

13.5H.2.1 Reinforced Cement Concrete in substructure complete as per cum 6973.34 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m and upto 10m - Using concrete mixer (Form work 11% + Extra lift 1.4%)

13.5H.2.2 Reinforced Cement Concrete in substructure complete as per cum 6498.71 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 5m and upto 10m - Using batching plant (Form work 11% + Extra lift 1.4%)

13.5H.3.1 Reinforced Cement Concrete in substructure complete as per cum 7196.68 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using concrete mixer (Form work 13% + Extra lift

13.5H.3.2 Reinforced Cement Concrete in substructure complete as per cum 6706.85 drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height above 10m - Using batching plant (Form work 13% + Extra lift 3%)

13.6 Supplying, fitting and placing Thermo Mechanical Treated tonne 56362.08 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in substructure complete as per drawing and technical specifications including material and labour for cutting, bending, shifting to site, tying and placing in position.

13.6A Supplying, fitting and placing Thermo Mechanical Treated MT 52550.91 bars (ISI brand approved make). reinforcement in substructure complete as per drawing and technical specifications including material and labour for cutting, bending, shifting to site, tying and placing in position.

13.7 Supplying, fitting and placing mild steel reinforcement tonne 54382.74 complete in substructure as per drawing and technical specifications including material and labour for straightening, cutting,bending, shifting to site,tying and placing in position.

13.8 Providing weep holes in brick masonry /plain/reinforced nos 103.09 concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications.

13.10 Providing and laying of filter media with granular materials / cum 1953.30 stone crushed aggregates satisfying the requirements laid down Yanam Page 19

13 . Substructure Code No. Description Unit Rate Rs. Clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.

Yanam Page 20

14 . Superstructure Code No. Description Unit Rate Rs.

14.1A.1 Furnishing and placing reinforced cement concrete in cum 6437.21 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork etc.

14.1A.1.1 Furnishing and placing reinforced cement concrete in cum 6705.43 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer - for T-beam & slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1A.2 Furnishing and placing reinforced cement concrete in cum 6705.43 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for solid slab superstructure - for height above 5m upto 10m-including all machineries and formwork etc.

14.1A.2.1 Furnishing and placing reinforced cement concrete in cum 6973.64 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 5m upto 10m-including all machineries and formwork etc.

14.1A.3 Furnishing and placing reinforced cement concrete in cum 6973.64 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using concrete mixer -for solid slab superstructure - for height above 10m-including all machineries and formwork etc.

14.1A.3.1 Furnishing and placing reinforced cement concrete in cum 7241.86 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using concrete mixer -for T-beam & slab superstructure -for height above 10m-including all machineries and formwork etc.

14.1B.1 Furnishing and placing reinforced cement concrete in cum 6976.31 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1B.1.1 Furnishing and placing reinforced cement concrete in cum 7266.99 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer and electric gen set - for T-beam & slab superstructure - height upto 5m including all

Yanam Page 21

14 . Superstructure Code No. Description Unit Rate Rs. machineries and formwork, etc.

14.1B.2 Furnishing and placing reinforced cement concrete in cum 7266.99 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m and upto 10m including all machineries and formwork, etc.

14.1B.2.1 Furnishing and placing reinforced cement concrete in cum 7557.67 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.1B.3 Furnishing and placing reinforced cement concrete in cum 7557.67 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for solid slab superstructure - height above10m- including all machineries and

14.1B.3.1 Furnishing and placing reinforced cement concrete in cum 7848.35 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 399 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m- including all machineries and formwork, etc.,

14.1C.1 Furnishing and placing reinforced cement concrete in cum 7067.38 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1C.1.1 Furnishing and placing reinforced cement concrete in cum 7361.85 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer - forT-beam & slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1C.2 Furnishing and placing reinforced cement concrete in cum 7361.85 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m to 10m-including all machineries and formwork, etc.,

14.1C.2.1 Furnishing and placing reinforced cement concrete in cum 7656.33 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg /

Yanam Page 22

14 . Superstructure Code No. Description Unit Rate Rs. cum - Using concrete mixer -forT-beam & slab superstructure - height above 5m to 10m-including all machineries and formwork,etc.,

14.1C.3 Furnishing and placing reinforced cement concrete in cum 7656.33 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1C.3.1 Furnishing and placing reinforced cement concrete in cum 7950.80 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using concrete mixer -forT-beam & slab superstructure - height above10m-including all machineries and formwork,etc.,

14.1D.1.1 Furnishing and placing reinforced cement concrete in cum 7089.74 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer - for solid slab superstructure - height upto 5m including all machineries and formwork, etc.

14.1D.1.2 Furnishing and placing reinforced cement concrete in cum 7390.15 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.1D.1.3 Furnishing and placing reinforced cement concrete in cum 8291.39 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height upto 5m-including all machineries and formwork,etc.,

14.1D.2.1 Furnishing and placing reinforced cement concrete in cum 7390.15 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1D.2.2 Furnishing and placing reinforced cement concrete in cum 7690.56 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 5m to 10m-including all machineries and formwork,etc.,

Yanam Page 23


14.1D.2.3 Furnishing and placing reinforced cement concrete in cum 8892.21 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above 5m and upto 10m- including all machineries and formwork,etc.,

14.1D.3.1 Furnishing and placing reinforced cement concrete in cum 7690.56 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1D.3.2 Furnishing and placing reinforced cement concrete in cum 7990.97 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for T-beam & slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.1D.3.3 Furnishing and placing reinforced cement concrete in cum 9493.04 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using concrete mixer -for box girder and balanced cantilever - height above10m-including all machineries and formwork,etc.,

14.1E.1.1 Furnishing and placing reinforced cement concrete in cum 7559.95 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer - for solid slab superstructure- height upto 5m including all machineries and formwork, etc.

14.1E.1.2 Furnishing and placing reinforced cement concrete in cum 7874.95 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height upto 5m-including all machineries and formwork,etc.,

14.1E.2.1 Furnishing and placing reinforced cement concrete in cum 7874.95 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1E.2.2 Furnishing and placing reinforced cement concrete in cum 8189.94 superstructure as per drawing and technical specifications - Yanam Page 24

14 . Superstructure Code No. Description Unit Rate Rs. PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.1E.3.1 Furnishing and placing reinforced cement concrete in cum 8189.94 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for solid slab superstructure- height above 10m-including all machineries and formwork,etc.,

14.1E.3.2 Furnishing and placing reinforced cement concrete in cum 8504.94 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using concrete mixer -for T-beam & slab superstructure- height above 10m-including all machineries and formwork,etc.,

14.1F.1.1 Furnishing and placing reinforced cement concrete in cum 7355.88 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.1F.1.2 Furnishing and placing reinforced cement concrete in cum 7672.94 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height upto 5m-including all machineries and formwork, etc.,

14.1F.1.3 Furnishing and placing reinforced cement concrete in cum 8624.13 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m-including all machineries and formwork, etc.,

14.1F.2.1 Furnishing and placing reinforced cement concrete in cum 7672.94 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.1F.2.2 Furnishing and placing reinforced cement concrete in cum 7990.01 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum

Yanam Page 25

14 . Superstructure Code No. Description Unit Rate Rs. - Using batching plant,transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 5m and upto 10m-including all machineries and formwork, etc.,

14.1F.2.3 Furnishing and placing reinforced cement concrete in cum 9258.26 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m and upto 10m-including all machineries and formwork, etc.,

14.1F.3.1 Furnishing and placing reinforced cement concrete in cum 7917.89 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m-including all machineries and formwork, etc.,

14.1F.3.2 Furnishing and placing reinforced cement concrete in cum 8307.07 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab including launching of precast girders by launching truss upto 40m span - height above 10m-including all machineries and formwork, etc.,

14.1F.3.3 Furnishing and placing reinforced cement concrete in cum 9892.39 superstructure as per drawing and technical specifications - PSC grade M45 with a minimum cement content 465 kg / cum - Using batching plant,transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.1G.1.1 Furnishing and placing reinforced cement concrete in cum 8837.82 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5m-including all machineries and formwork, etc.,

14.1G.2.1 Furnishing and placing reinforced cement concrete in cum 9492.47 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m-including all machineries and formwork, etc.,

Yanam Page 26


14.1G.3.1 Furnishing and placing reinforced cement concrete in cum 10147.13 superstructure as per drawing and technical specifications - PSC grade M50 with a minimum cement content 490 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.1H.1.1 Furnishing and placing reinforced cement concrete in cum 9271.94 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height upto 5 m-including all machineries and formwork, etc.,

14.1H.2.1 Furnishing and placing reinforced cement concrete in cum 9932.37 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 5m to 10m- including all machineries and formwork, etc.,

14.1H.3.1 Furnishing and placing reinforced cement concrete in cum 10645.56 superstructure as per drawing and technical specifications - PSC grade M55 with a minimum cement content 529 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in - situ box girder, segmental construction and balanced cantilever - height above 10m-including all machineries and formwork, etc.,

14.2 Supplying, fitting and placing Thermo Mechanical Treated tonne 57285.47 bars (TISCON / VIZAG / IISCO / SAIL) reinforcement in superstructure complete as per drawing and technical specifications-including labour for cutting,bending,tying and placing in position.

14.2A Supplying, fitting and placing Thermo Mechanical Treated tonne 53474.30 bars (ISI brand approved make) reinforcement in superstructure complete as per drawing and technical specifications-including labour for cutting,bending,tying and placing in position.

14.2A.1 Furnishing and placing reinforced cement concrete in cum 6190.36 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump-for solid slab superstructure -for height upto 5m- including all mahineries and formwork,etc.,

Yanam Page 27


14.2A.1.1 Furnishing and placing reinforced cement concrete in cum 6448.29 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump-for T-beam & slab superstructure -for height upto 5m-including all machineries and formwork.

14.2A.2 Furnishing and placing reinforced cement concrete in cum 6448.29 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant , transit mixer and concrete pump-for solid slab superstructure -for height above 5m and upto 10m- including all machineries and formwork,etc.,

14.2A.2.1 Furnishing and placing reinforced cement concrete in cum 6706.22 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341 kg / cum - Using batching plant, transit mixer and concrete pump- for T-beam & slab superstructure -for height above 5m and upto 10m-including all machineries and formwork, etc.,

14.2A.3 Furnishing and placing reinforced cement concrete in cum 6706.22 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure -for height above 10m

14.2A.3.1 Furnishing and placing reinforced cement concrete in cum 6964.15 superstructure as per drawing and technical specifications - RCC grade M20 with a minimum cement content 341kg / cum - Using batching plant , transit mixer and concrete pump-for T-beam & slab superstructure -for height above 10m- including all machineries and formwork etc.,

14.2B.1 Furnishing and placing reinforced cement concrete in cum 6736.32 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant,transit mixer an concrete pump - for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.2B.1.1 Furnishing and placing reinforced cement concrete in cum 7017.00 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height upto 5m- including all machineries and formwork,etc.,

14.2B.2 Furnishing and placing reinforced cement concrete in cum 7017.00 superstructure as per drawing and technical specifications - Yanam Page 28

14 . Superstructure Code No. Description Unit Rate Rs. RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump- for solid slab superstructure - height above 5m and upto 10m- including all machineries and formwork, etc.,

14.2B.2.1 Furnishing and placing reinforced cement concrete in cum 7297.68 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2B.3 Furnishing and placing reinforced cement concrete in cum 7297.68 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m- including all machineries and formwork,etc.,

14.2B.3.1 Furnishing and placing reinforced cement concrete in cum 7333.36 superstructure as per drawing and technical specifications - RCC grade M25 with a minimum cement content 400 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m - including all machineries and formwork, etc.,

14.2C.1 Furnishing and placing reinforced cement concrete in cum 6807.12 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height upto 5m- including all machineries and formwork, etc.,

14.2C.1.1 Furnishing and placing reinforced cement concrete in cum 7090.75 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant -for T-beam & slab superstructure - height upto 5m

14.2C.2 Furnishing and placing reinforced cement concrete in cum 7090.75 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant,transit mixer and concrete pump -for solid slab superstructure - height above 5m to 10m- including all machineries and formwork, etc.,

14.2C.2.1 Furnishing and placing reinforced cement concrete in cum 7374.38 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto

Yanam Page 29

14 . Superstructure Code No. Description Unit Rate Rs. 10m-including all machineries and formwork,etc.,

14.2C.3 Furnishing and placing reinforced cement concrete in cum 7374.38 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure - height above 10m-including all machineries and formwork, etc.,

14.2C.3.1 Furnishing and placing reinforced cement concrete in cum 7658.01 superstructure as per drawing and technical specifications - RCC grade M30 with a minimum cement content 407 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m- including all machineries and formwork, etc.,

14.2D.1.1 Furnishing and placing reinforced cement concrete in cum 6830.34 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump - for solid slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.2D.1.2 Furnishing and placing reinforced cement concrete in cum 7119.76 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height upto 5m-including all machineries and formwork,etc.,

14.2D.1.3 Furnishing and placing reinforced cement concrete in cum 7988.02 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height upto 5m-including all machineries and formwork,etc.,

14.2D.2.1 Furnishing and placing reinforced cement concrete in cum 7119.76 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump - for solid slab superstructure - height above 5m to 10m-including all machineries and

14.2D.2.2 Furnishing and placing reinforced cement concrete in cum 7409.18 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant,transit mixer and concrete pump -for T-beam & slab superstructure - height above 5m and upto 10m-including all machineries and formwork,etc.,

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14.2D.2.3 Furnishing and placing reinforced cement concrete in cum 8566.87 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2D.3.1 Furnishing and placing reinforced cement concrete in cum 7409.18 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump, etc., - for solid slab superstructure - height above 10m-including all machineries and formwork,etc.,

14.2D.3.2 Furnishing and placing reinforced cement concrete in cum 7698.60 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for T-beam & slab superstructure - height above 10m- including all machineries and formwork,etc.,

14.2D.3.3 Furnishing and placing reinforced cement concrete in cum 9145.71 superstructure as per drawing and technical specifications - RCC grade M35 / PSC grade M35 with a minimum cement content 422 kg / cum - Using batching plant, transit mixer and concrete pump -for box girder and balanced cantilever- height above 10m-including all machineries and

14.2E.1.1 Furnishing and placing reinforced cement concrete in cum 7143.62 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for solid slab superstructure- height upto 5m-including all machineries and formwork,etc.,

14.2E.1.2 Furnishing and placing reinforced cement concrete in cum 7446.31 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height upto 5m-including all machineries and formwork,etc.,

14.2E.1.3 Furnishing and placing reinforced cement concrete in cum 8354.40 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height upto 5m- including all machineries and

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14 . Superstructure Code No. Description Unit Rate Rs. formwork, etc.,

14.2E.2.1 Furnishing and placing reinforced cement concrete in cum 7231.30 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant,transit mixer and concrete pump -for solid slab superstructure- height above 5m and upto 10m- including all machineries and formwork, etc.,

14.2E.2.2 Furnishing and placing reinforced cement concrete in cum 7749.01 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 5m and upto 10m- including all machineries and formwork,etc.,

14.2E.2.3 Furnishing and placing reinforced cement concrete in cum 8959.79 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 5m and upto 10m-including all machineries and formwork,etc.,

14.2E.3.1 Furnishing and placing reinforced cement concrete in cum 7749.01 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant -for solid slab superstructure- height above 10m

14.2E.3.2 Furnishing and placing reinforced cement concrete in cum 8051.70 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for I - beam and slab superstructure including launching of precast girders by launching truss upto 40m span- height above 10m- including all machineries and formwork,etc.,

14.2E.3.3 Furnishing and placing reinforced cement concrete in cum 9565.18 superstructure as per drawing and technical specifications - PSC grade M40 with a minimum cement content 430 kg / cum - Using batching plant, transit mixer and concrete pump -for cast - in-situ box girder, segmental construction and balanced cantilever - height above 10m- including all machineries and formwork,etc.,

14.4 Providing and laying cement concrete wearing coat M30 grade cum 10195.07 with a minimum cement content 405 kg / cum including reinforcement complete as per drawing and technical

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14 . Superstructure Code No. Description Unit Rate Rs. specification

14.6 Construction of precast RCC railing of M30 grade with a Rmt 1532.65 minimum cement content 407 kg / cum , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed I in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications

14.7 Construction of RCC railing of M30 grade with a minimum Rmt 1716.57 cement content 407 kg / cum cast- in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications

14.9 Drainage spouts complete as per drawing and Technical each 1296.03 Specifications. (Including 5 percent cost of material and labour for electrodes,cutting gas , sealant, anticorrosive bituminous paint, mild steel grating etc.)

14.10 PCC M15 with a minimum cement content 275 kg / cum cum 4672.77 grade levelling course below approch slab complete as per drawing and technical specifications

14.11A Reinforced cement concrete M30 grade with a minimum cum 9128.53 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using concrete mixer

14.11B Reinforced cement concrete M30 grade with a minimum cum 8697.84 cement content 407 kg / cum approach slab including reinforcement and formwork complete as per drawing and technical specifications - Using batching plant, transit mixer and concrete pump.

14.16 Providing and applying 2 coats of water based cement paint to sqm 196.45 unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

14.18.1 Providing and fixing 2mm thick corrugated copper plate in Rmt 1187.78 expansion joint complete as per drawing and technical specifications

14.18.2 Providing and fixing 20mm thick compressible fibre board in Rmt 77.29 expansion joint complete as per drawing and technical specifications

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14 . Superstructure Code No. Description Unit Rate Rs. 14.18.3 Providing and fixing in position 20mm thick premoulded joint Rmt 20.06 filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications

14.18.4 Providing and filling joint sealing compound as per drawings Rmt 18.45 and technical specification with coarse sand and 6 percent bitumen by weight

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15 . River Training and Protection Works Code No. Description Unit Rate Rs.

15.1 Providing and laying boulders apron on river bed for cum 1342.18 protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specifications- Boulder laid dry without wire crates.

15.2 Providing and laying of boulder apron laid in wire crates made cum 2529.59 with 4 mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each-Boulder apron laid in wire

15.3 Providing and laying of apron with cement concrete blocks of cum 4937.46 size 0.5x0.5x0.5 m cast-in-situ and made with nominal mix of M15 grade cement concrete with a minimum cement content of 250kg/cum as per IRC:21-2000 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.4A Providing and laying pitching on slopes laid over prepared cum 1342.18 filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - stone

15.4B Providing and laying pitching on slopes laid over prepared cum 4937.46 filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications - Cement concrete blocks of size 0.3 x 0.3 x 0.3 m cast in cement concrete of grade M15 (add 2 percent of cost to account for excavation for preparation of bed,nominal surface reinforcement and filling of granular material in recesses between blocks)

15.5 Providing and laying filter material underneath pitching in cum 2079.09 slopes complete as per drawing and technical specifications

15.9 Construction of dry rubble flooring at cross drainage works for cum 1629.91 relatively less important works ( including triming and preparation of base)

15.10A Curtain wall complete as per drawing and technical cum 3713.03 specifications - Stone masonry in cement mortar 1:3

15.10B Curtain wall complete as per drawing and technical cum 4840.65 specifications - cement concrete grade M15

15.11 Flexible apron: Construction of flexible apron 1m thick cum 1394.90 comprising of loose stone boulders weighing not less than 40kg beyond curtain wall (including trimming and preparation of bed)

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15 . River Training and Protection Works Code No. Description Unit Rate Rs. 15.12 Providing and construction of a gabian structure for retaining cum 2748.77 earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5m compartments by cross netting, made from 4mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS :280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100x100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanised steel wire

15.13 Providing and construction gabian structures for erosion cum 4714.05 control, river training works and protection works with wire crates of size 2m x 1mx 0.3m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm, filled with boulders with least dimension of 200mm , all loose ends to be securely tied with 4mm galvanised steel wire.

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16 . Repair and Rehabilitation Code No. Description Unit Rate Rs.

16.1 Removal of existing cement concrete wearing coat including sqm 87.96 its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m

16.2 Removal of existing asphaltic wearing coat comprising of 50 sqm 66.52 mm thick asphaltic concrete laid over 12mm thick mastic asphalt including disposal with all lift and lead upto 1000m

16.5A Sealing of cracks / porous concrete by injection process kg 88.49 through nipples/ grouting complete as per technical specifications- Cement grout

16.5B Sealing of cracks / porous concrete by injection process kg 116.31 through nipples / grouting complete as per technical specifications - cement mortar (1:1) grouting

16.7 Sealing of crack / porous concrete with epoxy grout by sqm 58.93 injection through nipples complete as per clause 2803.1.

16.9 Removal of defective concrete , cleaning the surface sqm 272.47 thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1, sand and coarse aggregates conforming to IS: 383 and Table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg / cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

16.11 Epoxy bonding of new concrete to old concrete sqm 511.09

16.17 Replacement of expansion joints complete as per drawings Rmt 2303.17

16.18 Replacement of damaged concrete railing Rmt 180.90

16.19 Replacement of crash barrier Rmt 324.06

16.20 Replacement of damaged mild steel railing Rmt 152.27

16.21 Repair of concrete crash barrier with cement concrete of Rmt 206.33 M30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thorougly, applying cement concrete after erection of proper formwork

16.22 Repair of RCC railing (Carrying out repair of RCC railing to Rmt 139.30 bring it to the original shape)

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GOVERNMENT OF PUDUCHERRY PUBLIC WORKS …pwd.puducherry.gov.in/document/PSR 09-10...

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