Government of Maharashtraiovpune.org/wp-content/uploads/2017/12/PWD_DSR... · ·...

Government of Maharashtra

PUBLIC WORKS DEPARTMENT

PPI

Schedule of Rates 2017-2018

FOR STATE OF MAHARASHTRA

(w.e.f. 22 / 09 / 2017)

PPI

~ ~ CTtct 2IJ/2/k;>Q,~ (m:~i.)qsoo, ~

~~, 'i$lCSlI .... ~, m,~ )!oo oo~.: [email protected]

>Ifu,fl~Il4Cfl fj:qI<1Cfl3W1.it.m.m.,~

~:- ~ 'R1<lcHl& State Schedule Rate~.

~:- ~)~~, m:~t.fcMrT, 4311<11I, ~~l1?t'~. ~~o~\.9/>f.~.~~/f=i41\i1'1-~, ~ ~~/~/~o~\.9

~)~~, ~(m.~.) ~1~P,m:pfcMrT, ~~l1?t'~.li31rD/q)T.~(~)/)()()(G, ~ ~~/~/~o~\.9

Cfl,(UlIl~ q~~~ ~lIfl'1lil1l ~~d)ICI,( ~ Cfl,(UlIl~ RW~ ~ 31$=r.

~~~ Cfl{UlIlfllol 3lICl~lICfl "fl'Cf~m~ 41afqUlIlfi ct=r 31$=r. ~~m.~.~~~ ~~ Cfl'(Ulilfi 'lI'TCft, ir~.

~ : CI(l<1~JOilo').

'('""PAlBHrl ~:r.?iT Zl icA7 J11~~r1rq ~

>Rf : ~~, ~ (m.~.) ~1~f??ICfl fcMrT, ~<:rAT JOilfflffi«1C1 ~.

>Rf: ~~, ~ /~ / ~JOi,(ICIffi / 3l1{lllcill<:; /~ /~~ (m.~.) ~1~f??ICfl fcMrT,<:rATJOiIffl ffi «1 CI~.~ : ~ ~.~ 'i4T €§llIl~fl ~ \i11:SUlilfi ct=r ~. '4?ml ~ &;~I~JOilo') m.~.~R. ~~ <f ~~ ~, ~o~\.9 <IT ~ f'""lfCj<:;iCfl(lfilR.~~~, ~o~\.9 ~ 4n:4?1CflI'j)flI{CflI4C11~1qmcft, ir~.

>Rf: "fl'Cf~ ~ ,m.~.~<:rAT JOilffl(1I«1C1 ~.~ : ~ ~.~ 'i4T 01111~fl ~ \i11:SUlilfi ct=r ~. '4?ml ~ ~~I~JOilo') m.~.~R. ~~ <f ~~ ~, ~o~\.9 <IT ~ f.=tfCj<:;iCfl(l(11R.~~~, ~o~\.9 ~ 4n:4?1CflI'j)flRCflI4C11~1q:;-uql, 'it~.

E:\Avi J\Tippni 10.4.2012 (New).doc

(1)

STATE SCHEDULE RATE FOR YEAR 2017-18

INDEX

CHAPTER CLASSIFICATION OF ITEMS ITEM NO.

From To

1 General Notes Pg. 1 Pg.7

2 Road Works

Road Survey and DPR 1.01 1.77

Road Sub Grade 2.01 2.39

Road Sub Base and Base Course 3.01 3.51

Road Surfacing Course 4.01 4.10

Road Pavement 5.01 5.22

Road Furniture 6.01 6.97

Road Miscellaneous item 7.01 7.37

Road Maintenance 8.01 8.27

3 Cross Drainage Works 11.01 11.31

4 Bridge Works

Bridge Sub Structure and Foundation 12.01 12.72

Bridge Bearing 13.01 13.09

Bridge Super Structure 14.01 14.88

Bridge Bored Pile 15.01 15.128

Bridge Maintenance 16.01 16.11

Bridge New Items (Bored Pile, Well

Foundation, sub & Super Structure)

17.01 17.66

5 Building Works

Excavation 21.01 21.40

Pile Foundation Building 22.01 22.63

Structural Steel Work 23.01 23.12

Plain Cement Concrete 24.01 24.19

Reinforcement Cement Concrete 25.01 25.79

Reinforcement Cement Concrete 26.01 26.116

Brick Work 27.01 27.16

Stone Masonry 28.01 28.14

(2)

CHAPTER CLASSIFICATION OF ITEMS ITEM NO.

From To

5 Concrete Block Masonry 29.01 29.13

Expansion Joints 30.01 30.11

Water Proofing 31.01 31.25

Plastering and Pointing 32.01 32.37

Paving, Flooring and Dado 33.01 33.80

Wood Finish 34.01 34.11

Oil Painting 35.01 35.28

Colouring 36.01 36.18

Wood Work 37.01 37.25

Roofing and Ceiling 38.01 38.50

Doors and Windows 39.01 39.94

Iron Work 40.01 40.11

Water Supply and Sanitary Fittings 41.01 41.80



Building Miscellaneous Item 44.01 44.24

Building Maintenance 46.01 46.45

6 Material Rates pg. 341 to 358

7 Labour Rates pg. 359 to 360

8 Transportation Charges pg. 361 to 366

9 Consumption of Material pg. 367 to 385

10 Testing Charges & Frequency of Test pg. 386 to 397

(1)

GENERAL NOTES FOR STATE SCHEDULE OF RATES

1. Schedule of Rates prepared for the year 2017-18 is Operative from 22.9.2017 and is

applicable for all the Districts of Maharashtra.

2. For the rates in Corporation area, Municipal Council Areas, Mumbai, Notified Tribal area,

Hilly inaccessible areas & Central Jail premises, Sugarcane factory area, Tiger project area

in Melghat, Coal / Lime Mining area, Naxalite affected area and Mental Hospital premises,

an increase of percentages over the normal schedule of rates (Basic completed item Rates)

prescribed for the year 2017-18 are as follows:-

a) Corporation Areas 5%

b) Municipal Council Areas 4%

c) For works in Mumbai - Mantralaya, Police Mukhyalaya, New Council

Hall, New Administrative Building, Court Buildings, Chief Minister

Residence, Deputy CM Residence, Malbar Hill, Cumballa Hill,

Walkeshwar, South Mumbai, Central Mumbai, Police Commissioner

Building, Government hospital Buildings.

5%

d) Sugarcane factory area (within 10 km. radius) 5%

e) Notified Tribal Areas / Hilly Area / Inaccessible areas 10%

f) Inside Premises of Central Jail, Mental Hospital, Raj Bhavan, Yerawada

Printing press.

15%

g) Tiger project area in Melghat 20%

h) Coal / Lime Mining area 5%

i) Naxalite affected area 20%

Issue rates of Schedule 'A' materials for above notified area shall be increased by respective

percentage. The above percentage should be applied on the cost of items after deducting the

cost of Specified materials, if issued on Schedule 'A'.

The Superintending Engineers should Specify the sugar factory areas/ coal mine areas/

Notified Tribal areas under their circles after ascertaining working condition of the Sugar

factory.

The Notified Hilly / Inaccessible areas shall be considered as per Government Resolution,

Planning Department No. DVK/1089/P-66/Y-19 Dated 23-11-1990 & 13-06-2003.

The works which are pertaining to inside premises of central jail, Mental Hospital, Raj

Bhavan, Yerawada Printing press as well as in corporation area, an increase of percentage

over normal scheduled rates shall be considered both simultaneously e. g. If central jail is

situated in corporation area an increase of 5% for corporation area and 15% for jail premises

total 20% shall be considered.

For Gadchiroli District Notified Tribal area, Hilly or inaccessible area, an increase shall be

(10%+20%)=30%.

For other works the increase in rates as above shall be applicable one time only.

The Superintending Engineers, should notify the area (name of villages) where major coal/

mine activities are in progress and where these rates will be applicable.

(2)

3. Schedule of rates is based on the following basic rates of materials :-

Sr.

No.

Material Basic rate for 2017-18 (Excluding GST)

a) Cement Rs. 4,200/- Per M. T.

b) TMT-FE-500 reinforcement Rs. 33,425/- Per M. T.

c) HCRM/ CRS reinforcement Rs. 35,975/- Per M. T.

d) Structural Steel Rs. 34,834/- Per M. T.

e) Corrosion Resistant Steel

Reinforcement

Rs. 35,975/- Per M. T.

f) High tensile Steel Rs. 58,898/- Per M. T.

g) Bitumen VG-30 (Packed) Rs. 26,932/- Per M. T. Ex. Refinery Mumbai

h) Bitumen VG-10 (Packed) Rs. 26,130/- Per M. T. Ex. Refinery Mumbai

i) Bitumen VG-40 (Bulk) Rs. 24,441/- Per M. T. Ex. Refinery Mumbai

j) Bitumen VG-30 (Bulk) Rs. 23,830/- Per M. T. Ex. Refinery Mumbai

k) Bitumen VG-10 (Bulk) Rs. 23,030/- Per M. T. Ex. Refinery Mumbai

l) Bitumen VG-40 (Packed) Rs. 26,746/- Per M. T. Ex. Refinery Mumbai

m) Bitumen Emulsion Rs. 23,317/- Per M. T. Ex. Refinery Mumbai

n) CRMB - 55 Rs. 26,030/- Per M. T.

o) CRMB - 60 Rs. 26,370/- Per M. T.

4.0 Taxes and Govt. Circulars.

4.1 Material Rates are exclusive of GST (Goods & Service Tax). Rates for

completed items are also exclusive of GST. While preparation of estimates

prevailing GST percentage, provision should be made separately in

recapitulation sheet.

4.2(i) As per Govt. circular No.SSR - 1090/cr - 6453/PLN-3 Dt. 14-7-1993, 1% for

labour amenities is considered in the Rate Abstracts.

4.2 (ii) As per G. R. of Industries and power Department No. BCA – 2009 /CR -108 /

Labour 7-A dated 17/06/2010. 1%(one Percent) cess for labour welfare is

considered in the Rate Abstracts.

4.2 (iii) As per revised circular issued by Dy. Directorate of Insurance Maharashtra State

vide letter No. �. ��वनी - 2314/ देयक कपात र�कम/ संक�ण�/ अ�भ-3,!दनांक

31/03/2015 Insurance towards labour is considered in rate abstract of SSR

items. As over head charges are inclusive of insurance, hence insurance charges

will not be reimbursed.

The contractor shall produce the labour insurance policy, else following amount

will be deducted from his first R. A. Bill.

a) Work value upto :- 25.00 Lakhs 1.0%

b) Work value above :- 25.00 Lakhs 0.5%

(3)

4.3 As per Government of Maharashtra, Revenue and Forest Departments Gazette No. 67

Dt. 15 May 2015, States that the Royalty charges of Rs. 400/- Per Brass (i.e. Rs.141.34

/cum.) are to be considered.

In SSR for items of completed item rate, which are inclusive of material i.e. Rubble,

Murum, Soil, 60mm./40mm. metal (Hand broken), royalty charges are not included in

the rates. For the items of sand rates are inclusive of royalty charges. For Crush metal,

the Royalty Charges are not leviable as it is manufactured product from stone and

should not be considered for deductions from bills.

Prevalent Royalty charges shall be separately considered while preparing estimate and

shall be part of Schedule-B of tender. Any revision in Royalty charges shall be

included in the rate analysis of the respective item. If there is variation in Royalty

charges the difference shall be paid extra over the items to the contractor and shall be

recovered if the Royalty rates are reduced by Govt. i.e Revenue department.

4.4 The basic rates of materials are as per the Rates charged by the main producers/

suppliers at their respective points of supply, as on the date of

implementation of S.S.R.; are excluding GST.

The rates of bulk/ packed bitumen, bitumen emulsion adopted for the items

of bituminous works are based on the rates at ex-Refinery Mumbai, excluding GST.

4.5 Executive Engineer should ensure that the material such as Cement, Steel, Bitumen are

procured from main producers only.

5. Leads and lifts

5.1 Rates For transportation of material by Truck from different leads have been worked

out as per table given by National Building Organization. The cost per trip shown in

statement 'C', also includes charges of running empty vehicle for return trip. For

calculation of transportation charges rates tabulated in material master for following

items are considered in the formula

a ) Mazdoor b) Diesel c) Mobile Oil d) Truck

5.2 For calculation of pay load factor a truck of 10 M. T. capacity is considered.

5.3 The rates worked out in the Rate Abstract includes initial lead of 50 m. for all

completed items. Actual lead charges are to be added for items while framing the

estimate wherever applicable.

5.4 Lead charges for various materials are given in statement C-1 and these are inclusive of

loading and unloading charges. Hence loading and unloading charges shall not be

considered separately.

5.5 The Basic rates for all quarrying materials such as Rubble, boulders, aggregates, sand,

murum, selected earth etc. are taken as rates at quarry with lead of 50 mtr.

(Head load lead is not to be deducted from lead)

(4)

5.6 For items of buildings having ground plus upper floors rate shall be increased as

follows for the floor lift.

Sr.No. Floor Percentage increase

a) Ground floor Nil

b) First floor 1.00%

c) Second floor 2.00%

d) Third floor 3.00%

e) Fourth floor 4.00%

f) Fifth floor 5.00%

g) Sixth floor & above 6.00%

Further above every additional floor 0.5 % lift charges shall be considered.

Note : The lift height for floor to floor shall be considered as 3.8 Mtr.

5.7 Transportation Charges:-

a) Lead charges for various materials are given in Statement C1 and these charges are

including loading and unloading charges. Hence loading and unloading charges shall

not be separately added.

b) The transportation charges beyond 30 km. to 50 km. are with 5 km. interval, 50 km. to

100 km. with 10 km. interval, 100 km. to 200 km. with 25 km. interval. The

transportation charges for intermediate km. within the range shall be worked out by

linearly interpolating between rates of the lower and upper values in the range.

c) Statement C2 is for loading, unloading and stacking charges. Loading and unloading

charges are to be deducted from Transportation charges in Statement C1, wherever

transportation charges without loading and unloading are required.

d) Rate of transportation of bulk bitumen from refinery to the plant site is Rs. 5.00 / M.T./

km. Rate of heating and decanting bulk bitumen is Rs. 110.00 / M.T.

5.8 Hot-Mix Hot laid Bituminous Works:-

a) The rates of Bitumen VG-40, Bitumen VG-30, and Bitumen VG-10 grade bitumen are

Separate. Hence specify the grade accordingly in items of work to be executed.

b) References of PWD Standard Specifications, MORTH specifications are mentioned in

bracket below the description of the items.

5.9 The concrete works :-

The rates of cement concrete item are based on Standard consumption.

The mix design shall be carried out for concrete Grade of M-20 and above. If the

consumption as per approved mix design varies from standard consumption

accordingly the difference in the cost of cement shall be adjusted according to mix

design.

(5)

5.10 Work in Severe / Adverse Condition :

a) For such work, the rate for excavation shall be increased by 25% over the scheduled

rates of excavation.

b) For other items required to be executed in foul condition up to Ground Level / Bed

Level, the rate shall be increased by 5% over schedule rates of individual items of

CSR. This increase is over and above under general note 2.

c) The above hike in rates of (a) & (b) shall be subject to the express condition that the

prior approval of Superintending Engineer is obtained. The foul condition shall be

certified by the Executive Engineer.

6.0 General Guidelines :-

6.1 The contents of S.S.R. Annexure are as follows :-

Statement A-1 - Material Master. (Basic rates of materials)

Statement A-2 - Labour Master.

6.2 References of P. W. D. standard specification/ M. O. R. T. & H. specification are

mentioned in schedule of rates.

6.3 The S.S.R of Environmental Engineering Organization (ENE)/ M.J.P. is to be

adopted for water supply and sanitary works, which are not included in this S.S.R.

6.4 For cost towards procurement and temporary storage of water for construction

purpose necessary provisions are made in Rate Abstract.

6.5 Machinery hire charges rates are as per market rates and rates of Irrigation

Department.

6.6 The rates for items pertaining to Parks & Gardens shall be taken from the S.S.R. of

Parks & Gardens.

6.8 For items of excavation, foundation concrete and masonry etc. For C. D. works,

rates shall be adopted from corresponding items under respective building sections.

6.9 For scaffolding work required to be erected for carrying out repairing work on

external faces of building at various heights (viz. Repairs to chajja, external

plastering, painting etc.). The rate of respective item shall be increased by 1%

provided the work is carried out by erecting scaffolding. For specific cases rate

analysis shall be got approved from concerned Superintending Engineer.

6.10 All concrete items considered in S.S.R. are inclusive of normal curing system.

6.11 For building works costing more than Rs. 25.00 Crore, curing shall be invariably be

done by intelligent curing system. Separate Rate analysis by concerned

Superintending Engineer and shall be added in estimate.

6.12 For repair works considering small quantity of work nominal mix shall be used for

PCC / RCC items.

(6)

6.13 If higher Concrete grade ,is required for any specific work, the rate analysis of the

same shall be got approved from the Superintending Engineer of concerned circle.

6.14 For deep foundation works, if found necessary, additional deep work charges, shall

be got sanctioned from the Chief Engineer of concerned region.

6.15 For preparation of estimates the detailed plans (Civil and Electrical) shall be

freezed with consent of user department and then the detailed estimate is to be

prepared and submitted for administrative approval.

6.16 In respect of new buildings and bridges type of foundation should be fixed on the

basis of detailed soil investigation report and no change in foundation shall be

made without study of financial implications. If such change is required out of

technical necessity the approval of the competent authority, which has given

administrative approval be taken first and then only changes should be executed.

6.17 For items involving use of material like sand, aggregates, bricks etc., the variation

in rates w.r.t. rates given in material master are likely to vary District wise. On

account of such variation in rates either increase or decrease, concerned

Superintending Engineer may modify and approve the respective items invariably

giving the effect on higher or lower side as the case may be. While doing so

concerned Superintending Engineer shall keep the reasons in writing on record.

7.0 Testing of Material

7.01 Laboratory testing charges are not considered in the Rate Abstracts. Where ever

required separate item shall be taken in the estimate for material testing charges, on

the basis of testing frequency and charges fixed by Vigilance & Quality Control

Circle, for the current year and shall form part of tender.

7.02 For Specific tests like span load tests, plate/ pile load test etc. which are not

included in the rate analysis of item, the rates for these tests will be prepared on the

basis of rates approved by M.E.R.I./ any competent Institute of Govt. of

Maharashtra or Govt. of India.

8.0 Precautions to be taken

8.01 Executive Engineer should ensure that the material such as Cement, Steel, Bitumen

are procured from main producers only.

8.02 For all items of maintenance for Road, Buildings and Bridges – Photographs

showing initial conditions and photographs showing condition after execution of

that particular item should be attached with Measurement Book.

8.03 Time frame should be fixed for completion of items e.g. painting.

8.04 Periodicity as per Yellow Book 1991 should be watched before taking of the work

due to some reasons, if period of periodicity can not be followed then suitable

reasons to be kept on record by technical sanctioning authority.

(7)

8.05 Calibrations of all Mechanized Machinery such as Drum Mix Plant, Batch Mix

Plant, RMC, Intelligent Compactor etc. should be made before starting of the

work.

8.06 For Bridge Construction data obtained from SCADA should be processed by

Executive Engineer on regular basis.

8.07 For Bridges above 60 Mtrs., load testing should invariably done after completion

of the work.

8.08 Photographs showing testing of Hume Pipes should be kept on record.

8.09 Provision should be made for taking Photographs, Video Shooting, load testing etc.

separately in contingencies of the estimate.

--------------XX--------------

Sr. No.

Chapter SSR Item No. Reference No.

Description of the item Additional Specification Unit Completed Rates excluding

GST in Rs.

Labour Rates excluding GST

in Rs.

1 Road Surveyand DPR

1.01 MORTH Fixing chainage Stone /Bench mark Stone / Center Stone /Apex Stone in earth and all sorts of soil and soft murumincluding conveying excavated material, fixing stone,including paintaining lettering numbers and back filling etc.complete.

As directed byEngineer incharge

Number 107 107

2 Road Survey and DPR

1.02 MORTH Taking the trial pit for roads, alignment, C.D. Works in earth soilof all sorts, sands gravel or soft murum, including stacking theexcavated material including all lifts and necessary back fillingupto depth 1.5 meters

As directed by Engineer in charge

Cubic Metre 281 281


1.03 MORTH Taking the trial pit for roads, alignment, C.D. Works in earth soilof all sorts, sands gravel, or soft murum, including stacking theexcavated material including all lifts and necessary back fillingupto depth 3.0 meters


Cubic Metre 309 309


1.04 MORTH Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, including stacking the excavated material including alllifts and necessary back filling upto depth 1.5 meters


Cubic Metre 354 354


1.05 MORTH Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, including stacking the excavated material including alllifts and necessary back filling upto depth 3.0 meters


Cubic Metre 405 405


1.06 MORTH Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, and Boulders including stacking the excavatedmaterial including all lifts and necessary back filling upto depth1.5 meters


Cubic Metre 456 456


1.07 MORTH Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, and Boulders including stacking the excavatedmaterial including all lifts and necessary back filling upto depth3.0 meters


Cubic Metre 506 506


1.08 MORTH Fixing survey pegs in earth and all sorts Soil, Sand, Gravel, SoftMurum, etc. including conveying, fixing etc. complete.


Number 5 5


1.09 MORTH Reconnaisance Survey of Road alignment in plain countryincluding taking three dimensions of apexes, verification of typeof land etc. alongwith the alignment etc. complete (WithoutChaining).


Kilometre 1160 1065


1.10 MORTH Reconnaisance Survey of Road alignment in plain countryincluding taking three dimensions of apexes, verification of typeof land etc. alongwith the alignment etc. complete (WithChaining).


Kilometre 3342 2723

SSR 2017-2018 : Roads

9

Sr. No.



GST in Rs.


in Rs.


1.11 MORTH Reconnaissance Survey of a road alignment for new hilly roadutilising exsisting forest cart tracks with use of ghat tracer (iffound necessary), taking three dimensions of apexes includingverification of type of land etc. complete. (Without Chaining)


Kilometre 3647 2880


1.12 MORTH Reconnaissance Survey of road alignment for new hilly roadutilising exsisting forest cart tracks with use of ghat tracer (iffound necessary), taking three dimensions of apexes includingverification of type of land etc. complete. (With Chaining)


Kilometre 4652 3850


1.13 MORTH Reconnaissance Survey of road alignment in hilly road utilisingexsisting forest cart tracks with use of ghat tracer (if foundnecessary), taking three dimensions of apexes includingverification of type of land etc. complete. (Without Chaining) .


Kilometre 1974 1421


1.14 MORTH Reconnaissance Survey of road alignment in hilly road utilisingexisting forest cart tracks with use of ghat tracer (if foundnecessary), taking three dimensions of apexes includingverification of type of land etc. complete. (With Chaining) .


Kilometre 3902 3122


1.15 MORTH Detailed survey of road in plain country including chaining andlevelling with cross sections at every two chains inclusive ofclosing of survey each day.


Kilometre 4094 1925


1.16 MORTH Detailed survey of road length where earthwork is partly doneincluding chaining and levelling with cross sections at every twochains inclusive of closing survey each day.


Kilometre 4037 1925


1.17 MORTH Detailed survey of road through hilly country taking crosssection at every chains or as required including chaining ,levelling and closing survey each day.


Kilometre 6657 3279


1.18 MORTH Detailed survey of road through hilly country taking crosssection at every chains as desired including chaining ,levellingand closing survey each day utilising existing cart track.


Kilometre 4869 2950


1.19 MORTH Providing and Fixing Wooden survey pegs including Whitewashing etc. complete.


Number 25 12


1.20 MORTH Carrying out catchment area traverse survey of minor stream(not traceable in toposheet) below 100 acres


Kilometre 1478 653


1.21 MORTH Cutting down branches of trees , bushes etc. stacking thematerial neatly as directed (For Motarable Road)


Kilometre 5077 5077

10

Sr. No.



GST in Rs.


in Rs.


1.22 MORTH Providing detailed layout plan of area in scale 1:500 includingcarrying out contour survey and detailed Engineering planetable Survey with the help of 24" Alidade. The dolomite areameasurement of the plot and structures, trees, over head lineand under ground service amenities within the area, withtriangular method and giving detailes of the structures, such astotal area, type of building and distance from all corners takingtrial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of recordfrom city survey / D.I.L.R. authorities and authentication. Theplan shall be traced on 75 micron polyster film and shall besubmitted along with three Amonia prints. The contour levelsshall be marked at 0.5 Meter intervals. Note:- The items includes-1)Traversing work with theodolite and steel tape. 2) LevellingGrid Work of the terrain. 3)Detailed Engineering Survey andcontouring work of the terrain. 4)Plotting work. 5)Collectionof Record. a) up to 1 Acre


Acre 6206 4696


1.23 MORTH Providing detailed layout plan of area in scale 1:500 includingcarrying out contour survey and detailed Engineering planetable Survey with the help of 24' Alidade. The dolomite areameasurement of the plot and structures, trees, over head lineand under ground service amenities within the area, withtriagular method and giving detailes of the structures, such astotal area, type of building and distance from all corners takingtrial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of recordfrom city survey / D.I.L.R. authorities and authentication. Theplan shall be traced on 75 micron polyster film and shall besubmitted along with three Amonia prints. The contour levelsshall be marked at 0.5 Meter intervals. Note:- The items includes-1)Traversing work with theodolite and steel tape. 2) LevellingGrid Work of the terrain. 3)Detailed Engineering Survey andcontouring work of the terrain. 4)Plotting work. 5)Collectionof Record. b) Above 1 Acre


Acre 6815 5166

11

Sr. No.



GST in Rs.


in Rs.


1.24 MORTH Reconnaisance survey including study of sheets, maps etc. foralignment including 3 dimension of apexes, fixing pegs, chainand compass or cross staff survey with L-Section and crosssection of alignment at every 30 m or at every change ofdeviation whichever is less including fly levels at closing of day,fixing apex and B.M. stones of size 0.20*0.20*0.75 m in 1:2:4C.C. at every 200 m and preparation of alignment plans and alltype of compliance if required from department.


Kilometre 19878 8901


1.25 MORTH Preparation of detailed Plans and Estimates of road includingtyping in 5 copies, ammonia prints, with colouring of plans,proper filing, indexing and paging etc. complete and all typesof compliance, if required from Department.




1.26 MORTH Survey of C.D. works including taking L-section of Road,catchment area plan by Traverse method and taking trial pitsof size 1.00x1.00x1.50 m including preparation of detailed Plansand Estimates in 5 copies and all types of compliance ifrequired from the Department.


Number 8998 6622


1.27 MORTH Survey of Minor bridge including taking L section of existingroad and two defined cross sections ,one of U/s and one of D/s,one vergin cross section on alternate proposed cross sectionsand bed slope of stream upto sufficient long distance asrequired with chain and compass. Taking three trial pits of size1.00x1.00x3.0 m and collecting samples of materials at site forascertaining the silt factor, unit weight test, specific gravity fromGovt. approved laboratories( testing charges to be borne bythe agency) and preparation of detailed survey data,submission of the project duly typed and colouring of theammonia prints, site plan and other drawings etc. complete ifrequired from the Department.


Number 41084 22730

12

Sr. No.



GST in Rs.


in Rs.


1.28 MORTH Survey of major bridge including taking L-section of existingroad two defined cross -sections (one at U/S and one at D/s)and one vergin cross section on alternate proposed crosssections and bed slope of stream upto sufficient long distanceas required with chain and compass.Taking 5 trial pits, three inbed, two on banks of size 2.00x2.00x3.00 m for collectingsamples of materials at site for ascertaining the silt factor, unitweight test, specific gravity from Govt. approved laboratories(testing charges to be borne by the agency) and preparation ofdetailed survey data, submission of the project duly typed andcolouring of ammonia prints, site plan and other drawingsetc.complete. And all types of compliance if required fromDepartment. (Excluding taking trial bores and contouring)


Running Metre

1231 762


1.29 MORTH Contour Survey of stream U/S and D/S of proposed bridge siteincluding levelling at every 30 X 30 m preparing contour mapwith Autocad prints etc.complete in 5 sets.


Square Metre

71531 43490


1.30 MORTH Survey of raised Causeway including reconnaissance, taking Lsection of existing road one defined one vergin one alternateproposed cross section and stream upto sufficient lengths withchain and compass taking two trial pits of size 2.00x2.00x3.00 m. collecting samples at site ascertaining silt factor andpreparation of detailed survey data,submission of the projectduly typed colouring of the ammonia prints,site plan and otherdrawing etc.complete if required from Deparetment.


Number 33021 14838


1.31 MORTH Preparation of detailed plans and estimates of Raise Causewayon the basis of the approved detailed survey data bycompetent authority including typing in 5 copies ammoniaprints site plan other drawings with colouring of plans properfilling indexing and paging etc.complete and all types ofcompliance if required from Department.


Number 7852 6907


1.32 MORTH Complete survey of stream having catchment area upto 1 sq.mile including catchment survey taking necessary L.S./C.S. andother details etc. complete.


Number 5882 2630


1.33 MORTH Complete survey of stream having catchment area above 1 sq.Mile and upto 5 sq. Miles including taking necessary L.S./C.S.and other details etc. complete.


Number 11141 7184


1.34 MORTH Reconnaissance survey of alignment in plain country forapproaches to the bridge including taking three dimensions ofapexes. ( Without chaining )


Kilometre 1176 1133

13

Sr. No.



GST in Rs.


in Rs.


1.35 MORTH Fly levelling for carrying out bench mark. As directed by Engineer in charge

Kilometre 1001 642


1.36 MORTH Detailed survey of approaches including Chain and Compasssurvey along bridge alignment and approaches includingclosing each day work.


Kilometre 2845 2168


1.37 MORTH Taking longitudinal section of streams extending upstream anddownstream side of the bridge site, requisite number of crosssection of the stream on either sides block contouring and otherdetails etc. complete. (Length of L.S. and C.S. for contouring tobe worked out)


Kilometre 3522 2825


1.38 MORTH Demarcation of right of way (ROW) as per design using totalstation including calculation of co-ordinates of 30 Meter intervalon both sides of road.


Kilometre 6689 3523


1.39 MORTH Preparation of Land Acquisition proposal including collection of7/12 and 8/A documents marking alignment on village maps ,area calculation, preparation of proposal, printing,binding, etc.complete and submission of 5 sets more ever liasoning andcoordination with revenue authorities with compliance if anyuntil finalisation of award including Joint measurement of thealignment. For new alignment.




1.40 MORTH Preparation of Land Acquisition proposal including collection of7/12 and 8/A documents marking alignment on village maps ,area calculation, preparation of proposal, printing,bindind, etc.complete and submission of 5 sets more ever liasoning andcoordination with revenue authorities with compliance if anyuntil finalisation of award including Joint measurement of thealignment. For existing alignment.




1.41 MORTH Carrying of detailed topographic survey by using total stationalong the existing or new road including taking L-section andcross section at every 30 meter ROW ,taking at least 10 spotlevels per cross section, picking up all existing details insidethe Row like electric telephone line , encroachments, structuresetc. connecting all the primary total station control points byG.I.S.Bench marks level or whichever available with departmentusing auto level and preparing Auto CAD plan by using abovedata taking out 1 set of black and white printout on 50 micronpolyster film sheet A2 size and 2 sets of coloured printout on A2size submitting soft copy all data on CD. Plain Terrain NewAlignment



14

Sr. No.



GST in Rs.


in Rs.


1.42 MORTH Carrying of detailed topographic survey by using total stationalong the existing or new road including taking L-section andcross section at every 30 meter ROW ,taking at least 10 spotlevels per cross section, picking up all existing details insidethe Row like electric telephone line , encroachments, structuresetc. connecting all the primary total station control points byG.I.S.Bench marks level or whichever available with departmentusing auto level and preparing Auto CAD plan by using abovedata taking out 1 set of black and white printout on 50 micronpolyster film sheet A2 size and 2 sets of coloured printout on A2size submitting soft copy all data on CD. Plain Terrain ExistingAlignment.




1.43 MORTH Carrying of detailed topographic survey by using total stationalong the existing or new road including taking L-section andcross section at every 30 meter ROW ,taking at least 10 spotlevels per cross section, picking up all existing details insidethe Row like electric telephone line , encroachments, structuresetc. connecting all the primary total station control points byG.I.S.Bench marks level or whichever available with departmentusing auto level and preparing Auto CAD plan by using abovedata taking out 1 set of black and white printout on 50 micronpolyster film sheet A2 size and 2 sets of coloured printout on A2size submitting soft copy all data on CD. Hilly Terrain NewAlignment




1.44 MORTH Demarcation of Road boundry (ROW) including fixing theboundry stones of standard size and shape including fixing inblock of standard size of C.C. of 1:4:8 white washing at 30 Minterval on both sides




1.45 MORTH Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core diaover burden ( by diamond drilling machine ) such as soil of allsorts, soft murum,hard murum and boulders and in soft rockincluding all materials such as casing pipes and accessories oil,grease, steel, rods, and such other materials as required(including conveying the material to site of work) . Preservingthe loose sample in glass jar and core sample serially on site ofwork and conveying the same to HQ of concernring office asdirected. a) over burden 0 to 50 meter.


Running Metre

1340 214

15

Sr. No.



GST in Rs.


in Rs.


1.46 MORTH Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia inrocks as specified below including all necessary materials suchas oil,grease,steel boostan and such other materials as required(including conveying the material to site of work) andPreserving the core sample serially on site of work andconveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 metre


Running Metre

5492 257


1.47 MORTH Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia inrocks as specified below including all necessary materials suchas oil,grease,steel boostan and such other materials as required(including conveying the material to site of work) andPreserving the core sample serially on site of work andconveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Ax Bit 0 to 50 metre


Running Metre

3109 513


1.48 MORTH Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia inrocks as specified below including all necessary materials suchas oil,grease,steel boostan and such other materials as required(including conveying the material to site of work) andPreserving the core sample serially on site of work andconveying the same to HQ of concernring office as directed. Other Rock with diamond drill. 0 to 50 metre


Running Metre

2846 257


1.49 MORTH Providing tun tappa core boxes of jungle wood of size1.25mx0.35x 0.15m for preserving core sample with all fixtures andfastening handles including locking arrangment etc .complete.


Number 4150 1190


1.50 MORTH Providing and maintaining temparory platform of bore locationin river bed in upto 1M of standing water and of size 3.50 x 4.00M by using sand bags in layer for platform including allrequired materials labours etc. complete.


Number 9645 4486


1.51 MORTH Providing and maintaining temporary platform for erectingboring machined in river bed to the depth of standing water 1mto 2m and of size 3.50 x 4.00 M by using 20 Nos. of M.S. emptybarrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mmwith fabrication and over it a jungle wood planks platform ofsize 3.50 x 4.00 x 0.03 M size including supplying of nylon rope24 mm dia. for anchoring platform include passage platformand enganging a labour etc. complete. 1 m to 2 m


Number 15261 4486

16

Sr. No.



GST in Rs.


in Rs.


1.52 MORTH Providing and maintaining temparory platform for erectingboring machined in river bed to the depth of standing water 2 m and above and of size 3.50 x 4.00 M by using 20 Nos. of M.S.empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5mm with fabrication and over it a jungle wood planks platformof size 3.50 x 4.00 x 0.03 M size including supplying of nylonrope 24 mm dia. for anchoring platform include passageplatform and enganging a labour etc. complete. 2 m andAbove.


Number 15677 4486


1.53 MORTH Providing and maintaining temparory platform for inspectionfrom one bank to another bank of bore location in river bed inall depth of standing water of size 1.30 x 2.00 M by using 4 Nos.of M.S. empty barrels in M.S. frame made of M.S. angle size 50x 50 x 5 mm with fabrication and over it a jungle wood planksplatform of size 1.30 x 2.00 x 0.03 M size including supplying ofnylon rope 24 mm dia. and 300 M length of movement ofplatform enganging a labour on inspection days etc. complete.


Number 13620 6950


1.54 MORTH Conveying the boring machine and engine and all itsaccessories etc. to the site of the work and back includingloading unloading etc. complete. ( Note - Distance to bemeasured from the station of boring machine engine etc. ofdistrict head quarters to site of the work by short route ).


Kilometre 66 10


1.55 MORTH Shifting boring plant with all its components and reinstalling thesame at the directed place including all its charges etc.complete.


Number 5229 4587


1.56 MORTH Providing detailed reports of the inspection logging of drilledhole by observing visual description of data as per depth,thickness of layer, type of sample, wash sample, bore recoverytype of drill etc. complete.


Number 7590 0


1.57 MORTH Providing detailed geological reports of proposed site bymaintaining geotechnical investigation of structure stratificationcollecting soil, rock and ground water samples for laboratorytests to arrive the foundation design parameters . Rockproperties such as type of rock, jointing fractures, etc. completewith suggestion about the site foundation and remedies.


Report 31625 0

17

Sr. No.



GST in Rs.


in Rs.


1.58 MORTH Preparing land plans and land schedule including carrying outplane table survey for Private / Forest land on both side of roadin Rural and Urban areas. The work of plotting and certificatefrom T.I.L.R. or other authorities shall be obtained fromcorrectness of prepared plans. Tracing ang taking out printsand preparing the requisite booklets duly bounds and printingwith all materials etc. Three land plan booklets along withoriginal tracing shall be supplied including procurement ofvillage maps / forest land plans from concern authorities.Note :The item plane table includes following points 1 ) Carrying outplane table survey. 2) Plotting of duly surveyed area . 3)Collection of data from D.I.L.R. authorities and verification ofsurvey maps by D.I.L.R. authorities . 4) Preparing three bookletsof survey maps including taking out prints of survey maps,binding etc. 5) Carrying out plane table survey of the Private /Forest land along the road upto 30 meters on either side fromthe road centre.




1.59 MORTH Geometrical design of road horizontal and vertical curves fordesign speed specified by IRC including carrying out trail foroptimising of civil cost minimising land acquisition andmaximum use of existing facility and preparation of wideningarrangement drawing for insisting structures stake out date forhorizontal alignment and working levels including superelevation effect etc. complete.


Kilometre 9175 3452


1.60 MORTH Transfering and taking out design on coordinates of baseline onground using nails for exsisting road surfaces and survey pegsfor new alignments including taking out coordinates forhorizontal curves at required interval of 50 meters etc.complete. ( Extra line such as right of way median edges totoe line not included).


Kilometre 9635 4462


1.61 MORTH Preparation of roadway, drawing (Plan And Profile ) oncomputer by using Autocad of required scale showing all topofeature and proposed construction details such as carriage way, median service road, toe line, retaining walls, cross drainageworks, major structures, etc. complete. Including indexing, leveltables, legend, basic information of project and design detailsetc.


Kilometre 5576 4548

18

Sr. No.



GST in Rs.


in Rs.


1.62 MORTH Preparation of Engineering drawing as strip plan, wideningscheme, index / key map, typical cross section, retaining walls,road furniture, general arrangement drawings for bus bays /truck lay-bays / rest areas / toll plaza / booths / and typedrawing of pipe/ slab drains etc. on computer using Auto CAD.


Kilometre 6276 5229


1.63 MORTH Survey of C.D. works including taking L-Section of road,catchment area plan by Traverse method and taking trial pits ofsize 1.50M x 1.50M x 1.50M including preparation of detailedplans and estimates in 5 copies and all types of compliance ifrequired from the department.


Number 5645 3592


1.64 MORTH Design of junctions including detail layout of traffic signs,informatory boards traffic islands. Breaks in median vergeincluding working levels at junctions as per IRC standards etc.complete. a) Major Junction


Number 19909 13903


1.65 MORTH Design of junctions including detail layout of traffic signs,informatory boards traffic islands. Breaks in median vergeincluding working levels at junctions as per IRC standards etc.complete. b) Minor Junction


Number 11100 6951


1.66 MORTH Preparaion of initial design of flyovers with preparing GeneralArrangement drawing with dimensions etc. complete andpreparation of rough estimate for all components of bridge.Including supplying four copies of coloured drawings and copyof drawing on C.D. ( excluding geotechnical and structuraldesign part.)


Running Metre

590 97


1.67 MORTH Preparation of draft / Final Report comprising of technical,financial economic feasibility and environmental aspects of theproject including executive summary and detailed chapters onnecessity and introduction of project existing and future traffic,design philosophy scope of work, summary of available costestimates justification for rates adopted, key points ofexecution, salient features of the project, location of toll plaza,toll rate / policy to be adopted and specification of majorconstruction items etc. in 8 copies having attractive cover andbinding s directed by engineer in charge etc. complete.


Number 209282 144326


1.68 MORTH Preparation of Autocad drawing with colour print for Building /Bridge / Road/ CD Works in required size etc. complete. - A-0Size


Number 3300 3000

19

Sr. No.



GST in Rs.


in Rs.


1.69 MORTH Preparation of Autocad drawing with colour print for Building /Bridge / Road/ CD Works in required size etc. complete. A-1Size


Number 2750 2500


1.70 MORTH Preparation of Autocad drawing with colour print for Building /Bridge / Road/ CD Works in required size etc. complete. A-2Size


Number 2200 2000


1.71 MORTH Autocad drawing with colour print out for Building / Bridge /Road/ CD Works in required size etc. complete. A-0 Size


Number 165 0




Number 110 0




Number 66 0




Number 33 0




Number 17 0


1.76 MORTH Deploying Automated Traffic Count and classification system onRoad (Two Lane) in both direction at designated traffic countpost by using High Definition Cameras..Collecting the NonEditable Data In DVR System with necessary electronic andelectrical arrangements or inventor of required capacityClassification of data as per vehicle category as required withthe help of software and submitting the the reports to theconcerned department in hard copies as well as in soft copy,including using necessary technical manpower etc. complete. A) Up to 7 Days (Two Lane)


Day 26078 10700


1.77 MORTH Deploying Automated Traffic Count and classification system onRoad (One Lane) in both direction at designated traffic countpost by using High Definition Cameras..Collecting the NonEditable Data In DVR System with necessary electronic andelectrical arrangements or inventor of required capacityClassification of data as per vehicle category as required withthe help of software and submitting the the reports to theconcerned department in hard copies as well as in soft copy,including using necessary technical manpower etc. complete. B) Extra charges for every additional lane (If required)


Day 7955 651

78 Road Sub grade

2.01 MORTH 201 Cutting down trees including trunks and branches with girthsabove 30cm to 60cm and stacking the materials neatly with alllifts and lead of 1000m as directed and earth filling in thedepression / pit if any.

MORTH 201 Number 331 321

20

Sr. No.



GST in Rs.


in Rs.

79 Road Sub grade

2.02 MORTH 201 Cutting down trees including trunks and branches with girthsabove 60cm to 90cm and stacking the materials neatly with alllifts and lead of 1000m. as directed and earth filling in thedepression/pit if any.


80 Road Sub grade

2.03 MORTH 201 Cutting down trees including trunks and branches with girthsabove 90cm to 180cm and stacking the materials neatly with alllifts and lead of 1000m. as directed and earth filling in thedepression/pit if any.


81 Road Sub grade

2.04 MORTH 201 Cutting down trees including trunks and branches with girthsabove 180cm to 270cm and stacking the materials neatly withall lifts and lead of 1000m. as directed and earth filling in thedepression/pit if any.


82 Road Sub grade

2.05 MORTH 201 Cutting down trees including trunks and branches with girthsabove 270cm to 450cm and stacking the materials neatly withall lifts and lead of 1000m. as directed and earth filling in thedepression/pit if any.


83 Road Sub grade

2.06 MORTH 201 Cutting down trees including trunks and branches with girthsabove 450cm and stacking the materials neatly with all lifts andlead of 1000m. as directed and earth filling in the depression/pitif any.


84 Road Sub grade

2.07 MORTH 201 Clearing grass and removal of rubbish up to a distance of 50metres outside the periphery of the area .

MORTH 201 Square Metre

2.70 2.70

85 Road Sub grade

2.08 MORTH 201 Deleted

86 Road Sub grade

2.09 MORTH 201 Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees girth up to300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 metres includingremoval and disposal of top organic soil not exceeding 150 mmin thickness.


2.15 2.15

87 Road Sub grade


88 Road Sub grade

2.11 MORTH 301 Excavation for roadway in earth, soil of all sorts, sand, gravel orsoft murum including dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.

MORTH 301 Cubic Metre 68 6

89 Road Sub grade


21

Sr. No.



GST in Rs.


in Rs.

90 Road Sub grade

2.13 MORTH 301 Excavation for roadway in hard murum including dressingsection to the required grade, camber and side slopes andconveying the excavated materials with all lifts upto a lead of50m.and spreading for embankment or stacking as directed.


91 Road Sub grade

2.14 MORTH 301 Excavation for roadway in soft rock, including dressing sectionto the required grade, camber and side slopes and conveyingthe excavated materials with all lifts upto a lead of 50m. andspreading or stacking as directed.


92 Road Sub grade

2.15 MORTH 301 Excavation for roadway in hard rock by controlled blastingincluding dressing section to the required grade, camber andside slopes and conveying the excavated materials with all liftsupto a lead of 50m. and spreading for embankment or stockingas directed.


93 Road Sub grade

2.16 MORTH 301 Excavation for roadway in hard rock by wedging and chisellingor line drilling including dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.


94 Road Sub grade


95 Road Sub grade

2.18 MORTH 309 Excavation for catch / side water gutter in all sorts of soils to thespecified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asdirected all sorts of soils.


96 Road Sub grade


97 Road Sub grade

2.20 MORTH 309 Excavation for catch / side water gutter in Hard murum strata tothe specified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asdirected.


98 Road Sub grade

2.21 MORTH 309 Excavation for catch / side water gutter in Soft rock strata to thespecified section including stacking the excavated stuff in aregular bund and disposing of unsuitable or excess stuff asdirected.


99 Road Sub grade

2.22 MORTH 309 Excavation for catch / side water gutters in Hard rock strata tothe specified section including stacking the excavated stuff in aregular bund by chiselling and wedging and disposing ofunsuitable or excess stuff as directed.


22

Sr. No.



GST in Rs.


in Rs.

100 Road Sub grade

2.23 MORTH 305 Watering and compacting of embankment formed of materialsobtained from the road cutting within a lead of 50 m, not lessthan 97 % of standard Proctor density after laying them in layersof 20 cm. to 30 cm. with vibratory roller.


101 Road Sub grade

2.24 MORTH 305 Watering and compacting of embankment formed of materialsobtained from the road cutting within a lead of 50 m, not lessthan 97% of standard Proctor density after laying them in layersof 20 cm. to 30 cm. with Power roller.


102 Road Sub grade

2.25 MORTH 305 Conveying materials obtained from road cutting including alllifts, laying in layers of 20cm to 30cm. breaking clods, dressingto the required lines, curves, grades and section, watering andcompacting to not less than 97% of standard Proctor density fora lead of over 50m. to 300m. inclusive from the site ofexcavation to the site of deposition as directed.


103 Road Sub grade

2.26 MORTH 305 Conveying materials obtained from road cutting including alllifts, laying in layers of 20cm. to 30cm. breaking clods, dressingto the required lines, curves, grades and section, watering andcompacting to not less than 97% of standard proctor density fora lead of 300m. to 500m. inclusive, from the site of excavationto the site of deposition as directed.


104 Road Sub grade

2.27 MORTH 305 Providing earth work in embankment with approved materialsobtained from departmental land or other sources upto lead of50m. including all lifts, laying in layers of 20cm. to 30cm.thickness breaking clods, dressing to the required lines, curves,grades and section, watering and compaction with Power rollerto achieve not less than 97 % of standard proctor density etc.complete


105 Road Sub grade

2.28 MORTH 305 Providing earth work in embankment with approved materialsobtained from departmental land or other sources upto lead of50m. including all lifts, laying in layers of 20cm. to 30cm.thickness breaking clods, dressing to the required lines, curves,grades and section, watering and compaction with vibratoryroller with V-Sat attachment to achieve not less than 97 % ofstandard proctor density etc. complete


106 Road Sub grade

2.29 MORTH 408 Supplying hard murum/ kankar at the road site, includingconveying and stacking complete.


107 Road Sub grade

2.30 MORTH 408 Spreading hard murum for side width etc. complete MORTH 408 Cubic Metre 49 49

23

Sr. No.



GST in Rs.


in Rs.

108 Road Sub grade

2.31 MORTH 408 Compacting the hard murum side widths including laying inlayers on each side with power roller including artificialwatering etc. complete.


10 2

109 Road Sub grade

2.32 MORTH 404 Picking the road surface including sectioning etc. complete(WBM surface.)


18 18

110 Road Sub grade

2.33 MORTH 501 Picking the road surface including sectioning etc. complete (BTsurface.)


25 25

111 Road Sub grade

2.34 MORTH 2504 Providing dry rubble stone pitching 23 cm (about 9 ) thickincluding all material, quarry spalls, labour etc. complete.


213 63

112 Road Sub grade

2.35 MORTH 402 Providing, laying and spreading soil on a prepared sub grade,pulverizing, mixing the spread soil in place with rotavator with 3per cent slaked lime with minimum content of 70 per cent ofCaO, grading with motor grader and compacting with the roadroller at OMC to achieve at least 98 per cent of the max drydensity to form a layer of sub base.


113 Road Sub grade

2.36 MORTH 402 Providing, laying and spreading soil on a prepared sub grade,pulverizing, adding the designed quantity of cement to thespread soil, mixing in place with rotavator, grading with themotor grader and compacting with the road roller at OMC toachieve the desired unconfined compressive strength and toform a layer of sub-base/base.


114 Road Sub grade

2.37 MORTH 402 Laying and spreading available soil in the sub-grade on aprepared surface, pulverizing, mixing the spread soil in placewith rotavator with 3 per cent slaked lime having minimumcontent of 70 per cent of CaO, grading with motor grader andcompacting with the road roller at OMC to the desired densityto form a layer of improved sub grade.


115 Road Sub grade


116 Road Sub grade

2.39 MORTH 403 Construction of embankment with Flyash conforming to table 1of IRC: SP: 58 - 2001 obtained from coal or lignite burningthermal power stations as waste material, spread andcompacted in layer of 200mm thickness each at OMC, all asspecified in IRC: SP: 58-2001 and as per approved plans.


24

Sr. No.



GST in Rs.


in Rs.

117 Road Sub Base and Base Course

3.01 MORTH 401 Construction of granular sub-base by providing close gradedMaterial, mixing in a mechanical mix plant at OMC, carriage ofmixed Material to work site, spreading in uniform layers withmotor grader/ Paver on prepared surface and compacting withvibratory power roller to achieve the desired density, completeas per clause 401 -- Plant Mix Method and Grading - I Material



3.02 MORTH 401 Construction of granular sub-base by providing close gradedMaterial, mixing in a mechanical mix plant at OMC, carriage ofmixed Material to work site, spreading in uniform layers withmotor grader / Paver on prepared surface and compactingwith vibratory power roller to achieve the desired density,complete as per clause 401 -- Plant Mix Method and Grading -II Material



3.03 MORTH 401 Construction of granular sub-base by providing close gradedMaterial, mixing in a mechanical mix plant at OMC, carriage ofmixed Material to work site, spreading in uniform layers withmotor grader / Paver on prepared surface and compactingwith vibratory power roller to achieve the desired density,complete as per clause 401-- Plant Mix Method and Grading -III Material



3.04 MORTH 401 Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader / Paveron prepared surface, mixing by mix in place method withrotavator at OMC, and compacting with vibratory roller toachieve the desired density, complete as per clause 401 -- ByMix in Place Method and Grading - I Material



3.05 MORTH 401 Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader / Paveron prepared surface, mixing by mix in place method withrotavator at OMC, and compacting with vibratory roller toachieve the desired density, complete as per clause 401 -- ByMix in Place Method and Grading - II Material



3.06 MORTH 401 Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader/ Paveron prepared surface, mixing by mix in place method withrotavator at OMC, and compacting with vibratory roller toachieve the desired density, complete as per clause 401 -- ByMix in Place Method and Grading - III Material


25

Sr. No.



GST in Rs.


in Rs.


3.07 MORTH 403 Lime, Fly ash Stabilized Soil Sub-Base -- Construction of Sub-base using lime - Fly ash admixture with granular soil, free fromorganic matter/ deleterious material or clayey silts and lowplasticity clays having PI between 5 and 20 and liquid limit lessthan 25 and commercial dry lime, slaked at site or pre-slakedwith CaO content not less than 50 per cent, Fly ash to conformto gradation as per clause 4.3 of IRC: 88-1984, lime + Fly ashcontent ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28 dayscuring and 4 days soaking to be 7.5kg/sq, cm and 25 per centrespectively, all as specified in IRC: 88-1984.



3.08 MORTH 404 Cement Treated Crushed Rock or combination as per clause403.2 and table 400.4 in Sub base/ Base --Providing, laying andspreading Material on a prepared sub grade, adding thedesigned quantity of cement to the spread Material, mixing inplace with rotavator, grading with the motor grader andcompacting with the road roller at OMC to achieve the desiredunconfined compressive strength and to form a layer of sub-base/base course



3.09 MORTH 501.8.2.1

Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leadsupto 1000 metres.

MORTH 501.8.2.1 Square Metre

26 24


3.10 MORTH 202 Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 metres, stacking serviceable andunserviceable materials separately etc. complete.



3.11 MORTH 202 Dismantling of cement concrete pavement by mechanicalmeans using pneumatic tools, breaking to pieces notexceeding 0.02 cum in volume and stock piling at designatedlocations and disposal of dismantled materials up to a lead of1000 metres, stacking serviceable and unserviceable materialsseparately etc. complete.



3.12 MORTH 309.3.7

Making 50 mm x 25 mm furrows, 45 degree to the center line ofthe road and at one metre interval in the existing thinbituminous wearing coarse including sweeping and disposal ofexcavated material within 1000 metres lead

MORTH 309.3.7 Running Metre

5 5


3.13 MORTH 309.3.7

Making 50 mm x 50 mm furrows, 45 degree to the center line ofthe road and at one metre interval in the existing thinbituminous wearing coarse including sweeping and disposal ofexcavated material within 1000 metres lead

MORTH 309.3.7 Running Metre

10 10

26

Sr. No.



GST in Rs.


in Rs.


3.14 MORTH 404 Brooming the W.B.M. surface by wire Brushes, coir brushers,dusting, cleaning etc. for receiving the bituminous treatmentcomplete. Brooming the water Bound Macadam surface bywire.


11.55 11.55








3.18 MORTH 404 Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing toproper grade and camber, applying and brooming requisitetype of screening/ binding Materials to fill up the interstices ofcoarse aggregate, watering and compacting with IntelligentCompactor with compaction analyzer and V-Sat attachment. tothe required density. Grading I (Using Screening Type A (13.2)mm Aggregate)



3.19 MORTH 404 Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing toproper grade and camber, applying and brooming requisitetype of screening/ binding Materials to fill up the interstices ofcoarse aggregate, watering and compacting ?with IntelligentCompactor with compaction analyzer and V-Sat attachment.tothe required density. Grading I (Using Screening Type B (11.2mm) Aggregate)



3.20 MORTH 404 Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing toproper grade and camber, applying and brooming requisitetype of screening/ binding Materials to fill up the interstices ofcoarse aggregate, watering and compacting with IntelligentCompactor with compaction analyzer and V-Sat attachment. tothe required density. Grading II (Using Screening Type B (11.2mm) Aggregate)


27

Sr. No.



GST in Rs.


in Rs.


3.21 MORTH 405 Crushed Cement Concrete Sub-base / Base - Breaking andcrushing of material obtained by breaking damaged cementconcrete slabs to size range not exceeding 75 mm as specifiedin table 400.7 transporting the aggregates obtained frombreaking of cement concrete slabs at a lead of 1 km., layingand compacting the same as sub base/ base course,constructed as WBM to clause 404 except the use of screeningor binding material.



3.22 MORTH 502 Penetration Coat Over Top Layer of Crushed Cement ConcreteBase -- Spraying of bitumen over cleaned dry surface ofcrushed cement concrete base at the rate of 25 kg per 10 sqmby a bitumen pressure distributor, spreading of key aggregatesat the rate of 0.13 cum per 10 sqm by a mechanical gritter androlling the surface as per clause 506.3.8


15 1


3.23 MORTH 406 Wet Mix Macadam -- Providing, laying, spreading andcompacting graded stone aggregate to wet mix macadamspecification including premixing the Material with water atOMC in mechanical mix plant carriage of mixed Material bytipper to site, laying in uniform layers with paver in sub- base /base course on well prepared surface and compacting withvibratory roller to achieve the desired density. Laying ByGrader/Paver.



3.24 MORTH 407 Crusher Run Macadam Base -- Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading and mixing with a motor grader, wateringand compacting with a vibratory roller to clause 410 to form alayer of sub-base/Base -- By Mix in Place Method for 53 mmmaximum size



3.25 MORTH 407 Crusher Run Macadam Base -- Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading and mixing with a motor grader, wateringand compacting with a vibratory roller to clause 410 to form alayer of sub-base/Base -- By Mix in Place Method for 45 mmmaximum size



3.26 MORTH 407 Crusher Run Macadam Base -- Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading and mixing with a motor grader, wateringand compacting with a vibratory roller to clause 410 to form alayer of sub-base/Base -- By Mixing Plant Method for 53 mmmaximum size


28

Sr. No.



GST in Rs.


in Rs.


3.27 MORTH 407 Crusher Run Macadam Base -- Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading and mixing with a motor grader, wateringand compacting with a vibratory roller to clause 410 to form alayer of sub-base/Base -- By Mixing Plant Method for 45 mmmaximum size



3.28 MORTH 202 Dismantling of existing B.T. Surface (flexible Pavement) to adepth of 50 mm.by cold milling with Writgen or similar typemachine including loading of dismantled material by automaticconveyor belt to transport vehicle at site excluding leadcharges


10 8


3.29 MORTH 502 Prime coat - Providing and applying primer coat with bitumenemulsion on prepared surface of granular Base includingcleaning of road surface and spraying, primer at the rate of0.60 kg/sqm using mechanical means.


17 1


3.30 MORTH 503 Providing and applying tack coat on the prepared surfaceheating by fames in Boiler and spraying bitumen set footed inbitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulkbitumen


8 1


3.31 MORTH 503 Providing and applying tack coat on the prepared surfaceheating by fames in Boiler and spraying bitumen with sprayeron Dry / Hungry B.T. surface 3 kg/10 sqm. VG-30 bulk bitumen


9 1


3.32 MORTH 503 Providing and applying tack coat on the prepared surfaceheating by flames in Boiler and spraying bitumen with sprayeron Granular surface treated with primer @ 2.75 kg/10 sqm withVG-30 bulk Bitumen


8 1


3.33 MORTH 503 Providing and applying tack coat on the prepared surfaceheating by flames in Boiler and spraying bitumen with sprayeron Concrete surface treated with primer @ 3.25 kg/10 sqm withVG-30 bulk Bitumen


10 1


3.34 MORTH 503 Providing and applying tack coat with bitumen emulsion (RS1)using emulsion pressure distributer at the rate of 0.20 kg perSq.M. on the prepared bituminous cleaned with mechanicalbroom


6 1

29

Sr. No.



GST in Rs.


in Rs.


3.35 MORTH Providing and constructing 75 mm. thick Modified PenetrationMacadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40 mm. stonemetal layers 30% crusher broken metal + 70% Hand broken (bybreaking rubble obtained by blasting) heating and sprayingthe bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.sizechips compacting with three wheel static roller having weight 8to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. Includingpicking of existing WBM surface.

IRC-SP-20, 2002 Clause No. 8.7.3

Square Metre

146 3


3.36 MORTH Providing and constructing 75 mm. thick Modified PenetractionMacadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40 mm. stonelayers metal 30% crusher broken metal + 70% Hand brokenmetal (By breaking Rubble obtained by blasting) , heating andspraying the bitumen of VG-30 grade @ 2 kg / sqm , spreading12mm.size chips compacting with three wheel static rollerhaving weight 8 to 10 MT. to achive the desired degree ofcompaction as per Technical Specification Clause 506etc.complete, including applying tack coat of VG 10 gradebitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface.


Square Metre

155 3


3.37 MORTH Providing and constructing 50 mm. thick Modified PenetrationMacadam (MPM) road surface including all mataerials,preparing the existing road surface, spreading 40mm. stonemetal layers 30% crusher broken metal + 70% Hand broken (bybreaking rubble obtained by blasting) heating and sprayingthe bitumen of VG-30 grade @ 1.75 kg/sqm, spreading12mm.size chips compacting with static roller having weight 8to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. Includingpicking of existing WBM surface.


Square Metre

113 2

30

Sr. No.



GST in Rs.


in Rs.


3.38 MORTH Providing and constructing 50 mm. thick Modified PenetrationMacadam (MPM) road surface including all materials,preparing the existing road surface, spreading 40mm. stonelayers metal 30% crusher broken metal + 70% Hand brokenmetal (By breaking Rubble obtained by blasting) , heating andspraying the bitumen of VG-30 @ 1.75 kg / sqm, spreading12mm.size chips compacting with Static roller having weight 8to 10 MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc.complete, includingapplying tack coat of bitumen VG-10 at the rate of 0.30 KgSqm.(on existing bitumen surface.)


Square Metre

122 2


3.39 MORTH Providing, laying and compacting of built-up-spray grout layer75 mm thick over prepared base consisting of two layerscomposite construction of compacted crushed coarseaggregates with application of bituminous binder of VG-30Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say3.00 Kg/Sqm) and with key aggregates placed on top of thesecond layer and compacting with static roller 8 to 10 MT.Excluding cost of tack coat and scarifying etc. Complete.

IRC- 47 Square Metre

180 2


3.40 MORTH 504 BITUMINOUS MACADAM: Proving and laying bituminousmacadam using crushed aggregates of Grading 1, premixedwith bituminous binder, transported to site with VTS , laid over apreviously prepared surface, finished to the required grade,level, alignment, and rolling to achieve the desired compactionfor 80/100 mm compacted thickness with 3.3 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, SensorPaver, Intelligent Compactor with compaction analyzer and V-Sat attachment.



3.41 MORTH 504 BITUMINOUS MACADAM: Proving and laying bituminousmacadam using crushed aggregates of Grading 2, premixedwith bituminous binder, transported to site with VTS , laid over apreviously prepared surface, finished to the required grade,level, alignment, and rolling to achieve the desired compactionfor 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen. --USING 80 TPH Batch mix type hot mix plant with SCADA, SensorPaver, Intelligent Compactor with compaction analyzer and V-Sat attachment.


31

Sr. No.



GST in Rs.


in Rs.


3.42 MORTH 504 BITUMINOUS MACADAM:--Providing and laying bituminousmacadam using crushed aggregate of Grading 1, premixedwith bituminous binder, transported at site with VTS, laid over apreviously prepared surface , finished to the required grade,level, alignment,and rolling to achieve the desired density for80/100 mm compacted thickness with drum mix type hot mixplant with SCADA having complying essential features of Hotmix plant as per IRC-27 2009 specified conditions andattachments such as electronic load sensor based beltconveyers,automatic synchronization of bitumen andaggregate fedder,built in dust controller system and PLC forDrum Mix plant ,Sensor paver,and Vibratory roller excludingprime/Tack coat etc. complete --Bitumen VG-30 grade 3.30%



3.43 MORTH 504 BITUMINOUS MACADAM:--Providing and laying bituminousmacadam using crushed aggregate of Grading 2, premixedwith bituminous binder, transported at site with VTS, laid over apreviously prepared surface ,finished to the required grade,level, alignment, and rolling to achieve the desired density for50/75 mm compacted thickness with -- Using drum mix type hotmix plant with SCADA having complying essential features ofHot mix plant as per IRC-27-2009 specified conditions andattachments such as electronic load sensor based beltconveyers, automatic synchronization of bitumen andaggregate fedder, built in dust controller system and PLC forDrum Mix plant, Sensor paver and Vibratory roller excludingprime/Tack coat etc.complete --Bitumen VG-30 grade 3.40%



3.44 MORTH 505 DENSE BITUMINOUS MACADAM: Proving and laying densebituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder VG-30 Bitumen @ 4.50 per centby weight of total mix and filler, transported to site with VTS , laidover a previously prepared surface, finished to the requiredgrade, level, alignment, and rolling to achieve the desireddensity for 76-100 mm compacted thickness .USING 80 TPHBatch mix type hot mix plant with SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer and V-Satattachment with Stone Dust filler.


32

Sr. No.



GST in Rs.


in Rs.


3.45 MORTH 505 DENSE BITUMINOUS MACADAM: Proving and laying densebituminous macadam using crushed aggregates of grading 2,premixed with bituminous binder VG-30 Bitumen @ 4.50 per centby weight of total mix and filler, transported to site with VTS , laidover a previously prepared surface, finished to the requiredgrade, level, alignment, and rolling to achieve the desireddensity for 50/75 mm compacted thickness .USING 80 TPH Batchmix type hot mix plant with SCADA, Sensor Paver, IntelligentCompactor with compaction analyzer and V-Sat attachmentwith Stone Dust filler.



3.46 MORTH 505 DENSE BITUMINOUS MACADAM:--Providing and laying densebituminous macadam using crushed aggregate of grading 1,premixed with bituminous binder Bitumen VG-30 grade,@ 4.50 %by weight of total mix and filler, transported at site with VTS, laidover a previously prepared surface , finished to the requiredgrade ,level, alignment,and rolling to achieve the desireddensity for 76/100 mm compacted thickness with drum mix typehot mix plant with SCADA having complying essential featuresof Hot mix plant as per IRC-27-2009 specified conditions andattachments such as electronic load sensor based beltconveyers, automatic synchronization of bitumen andaggregate fedder,built in dust controller system and PLC forDrum Mix plant ,Sensor paver, and Vibratory roller excludingprime/Tack coat etc. complete --Bitumen VG-30 grade withstone dust filler



3.47 MORTH 505 DENSE BITUMINOUS MACADAM:--Providing and laying densebituminous macadam using crushed aggregate of grading 2,premixed with bituminous binder,@ 4.50 % by weight of total mixand filler, transported at site with VTS, laid over a previouslyprepared surface , finished to the required grade ,level,alignment,and rolling to achieve the desired density for 50/75mm compacted thickness with drum mix type hot mix plant withSCADA having complying essential features of Hot mix plant asper IRC-27-2009 specified conditions and attachments such aselectronic load sensor based belt conveyers, automaticsynchronization of bitumen and aggregate fedder,built in dustcontroller system and PLC for Drum Mix plant ,Sensor paver, andVibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler


33

Sr. No.



GST in Rs.


in Rs.


3.48 MORTH 507 BITUMINOUS CONCRETE:- Providing and laying bituminousconcrete using crushed aggregates of grading 1, premixed withbituminous binder @ 5.20 per cent by weight of total mix andfiller, transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired compaction for50 mm compacted thickness with VG-30 Bitumen,Excludingprime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPHBatch mix type hot mix plant with SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer and V-Satattachment with Stone Dust filler



3.49 MORTH 507 BITUMINOUS CONCRETE:- Providing and laying bituminousconcrete using crushed aggregates of grading 2, premixed withbituminous binder @ 5.20 per cent by weight of total mix andfiller, transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired compaction for30/40 mm compacted thickness with VG-30 Bitumen,Excludingprime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPHBatch mix type hot mix plant with SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer and V-Satattachment with Stone Dust filler



3.50 MORTH 507 BITUMINOUS CONCRETE:--Providing and laying bituminousconcrete using crushed aggregate of grading 1, premixed withbituminous binder @5.40% by weight of total mix and filler,transported at site with VTS, laid over a previously preparedsurface, finished to the required grade ,level, alignment, androlling to achieve the desired density for 50mm compactedthickness with drum mix plant with SCADA, Sensor paver andVibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler


34

Sr. No.



GST in Rs.


in Rs.


3.51 MORTH 507 BITUMINOUS CONCRETE:--Providing and laying bituminousconcrete using crushed aggregate of grading 2, premixed withbituminous binder @5.4% by weight of total mix and filler,transported at site with VTS, laid over a previously preparedsurface, finished to the required grade ,level, alignment, androlling to achieve the desired density for 30/40 mm compactedthickness with drum mix plant with SCADA, Sensor paver andVibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler


168 Road Surfacing Course

4.01 MORTH 511 Providing bituminous Type A liquid seal coat on bituminoussurface including supplying all materials and bitumen of VG-30grade preparing existing road surface, heating and applyingbitumen @ 0.98 KgSqm. by mechanical means, spreading chipsand rolling, by static roller having weight 8 to 10 MT. etc.complete.


33 4


4.02 MORTH 511 Deleted MORTH 511


4.03 MORTH 511 Providing and laying of Type - B premix seal coat with HMP ofapproprate crushed stone chipping 6.70 mm size andpenetration bitumen of VG-30 grade @ 0.68 Kg / Sqm. ,preparing existing road surface including mixing in suitableBatch Mix plant and rolling by static roller having weight 8 to10 MT. etc. complete.


31 2


4.04 MORTH 509 Surface Dressing -- Providing and laying surface dressing aswearing course in single coat using crushed stone aggregatesof specified size on a layer of bituminous binder laid onprepared surface and rolling with 8-10 tonne smooth wheeledsteel roller. -- a) 19 mm nominal chippling size (bitumen 12.00kg/10 Sq.M.) -- Bitumen VG-30 bulk bitumen


44 6


4.05 MORTH 509 Surface Dressing -- Providing and laying surface dressing aswearing course in single coat using crushed stone aggregatesof specified size on a layer of bituminous binder laid onprepared surface and rolling with 8-10 tonne smooth wheeledsteel roller. -- b) 13 mm nominal chippling size (bitumen 10.00kg/10 Sq.M -- Bitumen VG-30 bulk bitumen


35 6

35

Sr. No.



GST in Rs.


in Rs.


4.06 MORTH 509 Surface Dressing -- Providing and laying surface dressing aswearing course in single coat using crushed stone aggregatesof specified size on a layer of bituminous binder laid onprepared surface and rolling with 8-10 tonne smooth wheeledsteel roller. -- c) 10 mm nominal chippling size (bitumen 9.0kg/10 Sq.M -- Bitumen VG-30 bulk bitumen


44 6


4.07 MORTH 509 Surface Dressing -- Providing and laying surface dressing aswearing course in single coat using crushed stone aggregatesof specified size on a layer of bituminous binder laid onprepared surface and rolling with 8-10 tonne smooth wheeledsteel roller. --d) 6 mm nominal chippling size (bitumen 7.50kg/10 Sq.M -- Bitumen VG-30 bulk bitumen


35 6


4.08 MORTH 510 Open Graded Premix Surfacing- Providing and Laying OGC 20mm thickness composed of 13.2 mm to 5.6 mm aggregatespremixed with bituminous binder transported to site with VTS ,laid over a previously prepared surface, finished to the requiredgrade, level, alignment, and rolling to achieve the desiredcompaction VG-30 Bitumen, including providing and layingseal coat sealing voids in a bituminious surface laid to thespecified level and cross fall using Type A seal coat butexcluding prime / tack coat. For Bitumen VG-30 bulk--USINGdrum mix type hot mix plant with SCADA, Paver and Vibratoryroller


118 18


4.09 MORTH 510 Open Graded Premix Surfacing- Providing and Laying OGC 20mm thickness composed of 13.2 mm to 5.6 mm aggregatespremixed with bituminous binder transported to site with VTS ,laid over a previously prepared surface, finished to the requiredgrade, level, alignment, and rolling to achieve the desiredcompaction VG-30 Bitumen, including providing and layingseal coat sealing voids in a bituminious surface laid to thespecified level and cross fall using Type A seal coat butexcluding prime / tack coat. For Bitumen VG-30 bulk -- USING80 TPH Batch mix type hot mix plant with SCADA, Paver andVibratory roller


121 18

36

Sr. No.



GST in Rs.


in Rs.


4.10 MORTH 510 Open Graded Premix Surfacing- Providing and Laying OGC 20mm thickness composed of 13.2 mm to 5.6 mm aggregatespremixed with bituminous binder VG 30 Grade transported tosite with VTS , laid over a previously prepared surface, finishedto the required grade, level, alignment, and rolling to achievethe desired compaction , including providing and laying sealcoat sealing voids in a bituminious surface laid to the specifiedlevel and cross fall using Type A seal coat but excluding prime /tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mixtype hot mix plant with SCADA, Sensor Paver, IntelligentCompactor with compaction analyzer and V-Sat attachment.


121 18

178 Rigid Pavement 5.01 MORTH 602 Providing and laying in-situ M30 Grade unreinforced plaincement concrete pavement over a prepared sub base with 43grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying with approved make paver,compacted andfinished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curing by curingcompound /by providing cement vata in cement Mortar 1:[email protected] X 0.6m centre to centre, admeasuring 80 mm at bottomand 40 mm at top with depth of 75mm and maintaining thesame throughout curing period by any other method approvedby Engineer-in-charge.


37

Sr. No.



GST in Rs.


in Rs.





38

Sr. No.



GST in Rs.


in Rs.

181 Rigid Pavement 5.04 MORTH 602 Providing and laying in-situ M30 Grade unreinforced plaincement concrete pavement over a prepared sub base with 43grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying compacting and finished in a continuousoperation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providingcement vata in cement Mortar 1:8 @0.6m X 0.6m centre tocentre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curingperiod by any other method approved by Engineer-in-charge.




39

Sr. No.



GST in Rs.


in Rs.



184 Rigid Pavement 5.07 MORTH 602 Providing and laying in-situ M30 Grade unreinforced plaincement concrete pavement with max 20% fly Ash ( Fly-ashupto 20% by weight of Cement) over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying with approved make paver,compacted andfinished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curing by curingcompound /by providing cement vata in cement Mortar 1:[email protected] X 0.6m centre to centre, admeasuring 80 mm at bottomand 40 mm at top with depth of 75mm and maintaining thesame throughout curing period by any other method approvedby Engineer-in-charge.


40

Sr. No.



GST in Rs.


in Rs.





41

Sr. No.



GST in Rs.


in Rs.

187 Rigid Pavement 5.10 MORTH 602 Providing and laying in-situ M30 Grade unreinforced plaincement concrete pavement with max 20% fly Ash ( Fly-ashupto 20% by weight of Cement)over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying compacting and finished in a continuousoperation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providingcement vata in cement Mortar 1:8 @0.6m X 0.6m centre tocentre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curingperiod by any other method approved by Engineer-in-charge.


188 Rigid Pavement 5.11 MORTH 602 Providing and laying in-situ M35 Grade unreinforced plaincement concrete pavement with max 20% fly Ash ( Fly-ashupto 20% by weight of Cement) over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying compacting and finished in a continuousoperation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providingcement vata in cement Mortar 1:8 @0.6m X 0.6m centre tocentre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curingperiod by any other method approved by Engineer-in-charge.


42

Sr. No.



GST in Rs.


in Rs.

189 Rigid Pavement 5.12 MORTH 602 Providing and laying in-situ M40 Grade unreinforced plaincement concrete pavement with max 20% fly Ash ( Fly-ashupto 20% by weight of Cement) over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in abatching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site,spreading, laying compacting and finished in a continuousoperation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providingcement vata in cement Mortar 1:8 @0.6m X 0.6m centre tocentre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curingperiod by any other method approved by Engineer-in-charge.


190 Rigid Pavement 5.13 MORTH 601 Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregateconforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, , cement content not to be less than 150 kg/cum, optimum moisture content to be determined during triallength construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer,transported to site with all leads and lifts, laid with a paver withelectronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curingand including preparation of sub-grade surface if required etc.complete.


191 Rigid Pavement 5.14 MORTH 602 Providing and fixing in position TMT FE 500, 32 mm dia dowelbars precoated with anticorrosive epoxy paint of required Dia.60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supportedby TMT FE 500, chairs with proper alignment by using properlydesigned assembly of Bulkheads lubricating half length withbituminous paint as directed etc. complete.


43

Sr. No.



GST in Rs.


in Rs.

192 Rigid Pavement 5.15 MORTH 602 Providing and fixing in position TMT FE 500, 25mm dia dowel barsprecoated with anticorrosive epoxy paint of required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supportedby TMT FE 500, chairs with proper alignment by using properlydesigned assembly of Bulkheads lubricating half length withbituminous paint as directed etc. complete.


193 Rigid Pavement 5.16 MORTH 602 Providing and fixing in position TMT FE 500, tie bars precoatedwith anticorrosive epoxy paint of 12 mm dia. 70 cms.long andat 30.00 cm. C/C and wherever directed including handling,straightening wrapping with paper of approved quality for halflength, necessary cutting, handling, straightening , supportedby assembly of TMT FE 500, chairs with proper alignment etc.complete.


194 Rigid Pavement 5.17 MORTH 602 Cutting transverse contraction joints 3 to 4 mm wide and depth60mm. .in concrete slab using concrete cutting machine withdiamond studded saw within 48 hours of casting of bay / slabetc. complete including subsequent widening of the groove 8to 10 mm. wide at top having depth of 15 mm. as directed byEngineer incharge.

MORTH 602 Running Metre

57 13

195 Rigid Pavement 5.18 MORTH 602 Providing to contraction joints polysuphide sealent (Pouringgrade) confirming to BS : 5212 - 1989 into sawed groovewidened at top for sealent reservoir of specified size and shapeas per detailed drawing including fixing Polyethylene foambacker rod of required diameter (appraox. 25% larger than theinitial 3 mm.to 4 mm. joint) overlaid with bond breaking tape asper detailed drawing. Item includes cleaning the joints withwater jet / air compressor and allowing joint to becomethoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (15 mm. deep x 8mm.wide)


63

196 Rigid Pavement 5.19 MORTH 605 Providing and laying 125 micron Low Density Polyethylene(LDPE) sheet confirming to IS 3395 : 1997 below concretepavement including all materials and labour complete.


18 5

44

Sr. No.



GST in Rs.


in Rs.

197 Rigid Pavement 5.20 MORTH 410.3.6

Providing and fixing factory made Hydraulically pressedMechanically vibrated and compacted precast inter lockingcement concrete paving blocks 80MM thick in M-40 grade ofapproved size and shape for City streets, small /medium marketroads,low volume roads, utility cuts on arterial roads etc. asspecified and as per IS 15658:2006 including cost of allmaterials, manufacturing, curing, transportation of blocks towork site including loading, unloading and stacking asdirected, laying paving blocks in position over prepared bed ofnatural sand / crushed sand of 50 mm thickness includingnecessary excavation in all stratas, spreading blindge of finesand over the prepared bed, compacting blocks by platevibrator etc. complete.

IRC-SP-63 Square Metre

725 56

198 Rigid Pavement 5.21 MORTH 410.3.6

Providing and fixing factory made Hydraulically pressedMechanically vibrated and compacted precast inter lockingcement concrete paving blocks 100MM thick in M-40 grade ofapproved size and shape for City streets and roads with highvolume/ heavy traffice as specified and as per IS 15658:2006including cost of all materials, manufacturing, curing,transportation of blocks to work site including loading,unloading and stacking as directed, laying paving blocks inposition over prepared bed of natural sand / crushed sand of 50mm thickness including necessary excavation in all stratas,spreading blindge of fine sand over the prepared bed,compacting blocks by plate vibrator etc. complete.

IRC-SP-63 Square Metre

772 79

199 Rigid Pavement 5.22 MORTH Providing and laying in situ cement concrete M -30 with tremixtreatment for 200 mm thickness for Concrete Road is includinglaying plastic sheet for 125 micron thickness with groove cuttingof 4 mm wide and 20 mm deep with necessary refilling withbitumen ( excluding reinforcement) with Natural sand etc.complete


200 Road Furniture 6.01 MORTH 807 Providing and fixing trap/ granite/ quartzite/ gneiss guardstone/ indicator stones/ boundary stones of standard size andshape including fixing in block of standard size of cementconcrete 1:4:8 white washing etc.complete


201 Road Furniture 6.02 MORTH 807 Providing and fixing trap /granite/ quartzite/ gneiss/ guardstone/ indicator stones/ boundry stones of standard size andshape including fixing In ground and white washing etc.complete


45

Sr. No.



GST in Rs.


in Rs.

202 Road Furniture 6.03 MORTH 807 Providing and fixing M-15 R.C.C. guard stone/ indicator stones/boundary stones of standard size and shape including fixing inC.C. 1:4:8 and white washing etc. complete.


203 Road Furniture 6.04 MORTH 805 Providing and fixing R.C.C. 200 metre stones as per I.R.C.standard including fixing in standard size C.C.1:4:8 blockincluding curing, painting lettering etc. complete.


204 Road Furniture 6.05 MORTH 805 Providing and fixing R.C.C. 1:2:4 ordinary km. stones includingpainting numbering etc. complete for N.H./ S.H./ M.D.R. etc. asper IRC design for highway km stone and fixing in standard sizeC.C. 1:4:8 block etc. complete.


205 Road Furniture 6.06 MORTH 805 Providing and fixing R.C.C. 5th Km. stones, on N.H./ S.H./ M.D.R.etc. including painting, numbering etc complete as per IRCdesign for highway km. stones and fixing in standard size c.c.1:4:8 block complete.


206 Road Furniture 6.07 MORTH 202 Dismantling of 5th KM Stone including cutting of earth,foundation and disposal of dismantled material with all lifts andlead upto 1000 m and back filling of pit.


207 Road Furniture 6.08 MORTH 202 Dismantling of Ordinary KM Stone including cutting of earth,foundation and disposal of dismantled material with all lifts andlead upto 1000 m and back filling of pit.


208 Road Furniture 6.09 MORTH 202 Dismantling of Hectometer Stone including cutting of earth,foundation and disposal of dismantled material with all lifts andlead upto 1000 m and back filling of pit.


209 Road Furniture 6.10 MORTH 805.1 Painting with approved enamel paint in two coats includingcleaning surface and lettering for two hundred metre stone etc.complete.

MORTH 805.1 Number 40 16

210 Road Furniture 6.11 MORTH 805.1 Painting with approved enamel paint in two coats includingcleaning surface and lettering for ordinary kilometre stone etc.complete.


211 Road Furniture 6.12 MORTH 805.1 Painting with approved enamel paint in two coats includingcleaning surface and lettering for fifth k.m. stone etc. complete.


212 Road Furniture 6.13 MORTH 805.1 Painting with approved enamel paint in two coats includingcleaning surface and lettering for boundary stones etc.complete.


213 Road Furniture 6.14 MORTH 801 Painting with approved enamel paint in two coats includingcleaning surface and lettering for cautionary/ mandatory signboards and village name boards etc. complete.


214 Road Furniture 6.15 MORTH 801 Painting with approved enamel paint in two coats includingcleaning surface and lettering for informatory sign boards etc.complete.


46

Sr. No.



GST in Rs.


in Rs.

215 Road Furniture 6.16 MORTH 801 Painting with approved enamel paint in two coats includingcleaning surface and lettering on masonry works with nalla flowdirection, span number and location etc. complete.


216 Road Furniture 6.17 MORTH 801 Painting letters upto 20 cm height complete brushes, coirbrushers, dusting, cleaning, including cost of paint etc.complete.


217 Road Furniture 6.18 MORTH 801 Painting and numbering trees with white background and blacklettering etc. complete.


218 Road Furniture 6.19 MORTH 801 Providing white and colour washing to road side trees in 2 coatsin 2 bands of white and one red band at centre of 30 cm heighteach including preparing the surface, cost of material,conveying etc. complete.


219 Road Furniture 6.20 MORTH 801 Painting Line, Dashes, Arrows etc on Roads in two coats on newwork with ready mixed road marking paint confirming to I.S. 164on Bituminous surface including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and trafficcontrol (Over 10cm wide) (MORTH-803) -- New Surface

MORTH 803 Square Meter

145 94

220 Road Furniture 6.21 MORTH 801 Painting Line, Dashes, Arrows etc on Roads in two coats on newwork with ready mixed road marking paint confirming to I.S. 164on Bituminous surface including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and trafficcontrol (Upto 10cm wide) (MORTH-803) -- New Surface


131 79

221 Road Furniture 6.22 MORTH 801 Painting Line, Dashes, Arrows etc on Roads in two coats on newwork with ready mixed road marking paint confirming to I.S. 164on Bituminous surface including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and trafficcontrol (Over 10cm wide) (MORTH-803) -- Old Surface


114 60

222 Road Furniture 6.23 MORTH 801 Painting Line, Dashes, Arrows etc on Roads in two coats on newwork with ready mixed road marking paint confirming to I.S. 164on Bituminous surface including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and trafficcontrol (Upto 10cm wide) (MORTH-803) -- Old Surface


123 70

47

Sr. No.



GST in Rs.


in Rs.

223 Road Furniture 6.24 MORTH 806 Supplying and Fixing of Molded Shank Raised PavementMarkers / Cat's Eye made of polycarbonate and ABS mouldedbody and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lensface and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications ofCategory A of MORTH Circular No RW/NH/33023/10-97 DO III Dt11.06. 1997. The height, width and length shall not exceed 50mm, 100 mm and 102 +/- 2 mm and with minimum reflectivearea of 13 Sqcm on each side and the slope to the base shallbe 35 +/- 5 degree. The strength of detachment of theintegrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to bea minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxyresin based adhesive as per manufacturer's recommendationand complete as directed by the engineer.The contractor shallsubmit a two year warranty for satisfactory field performanceincluding stipulated retro-reflectance of the reflecting panel, tothe Engineer.


224 Road Furniture 6.25 MORTH 806 Providing and Fixing of Median Marker that are made of tough,high impact resistant, injection-molded, thermoplastic bodywith an isosceles trapezoidal structure of length, width andheight not less than 15cm, 10cm and 10cm respectively andthickness not less than 1.8mm, the body structure shall berounded at its acute angle, all the corners and edges. Theplastic used for molding the Median Marker shall have aminimum Notched Izod Impact strength value of 600 J/m atroom temperature, when tested in accordance with ASTM D256and shall retain at least 70% of this value when subjected toaccelerated weathering for 1000hrs as per ASTM G155 orUL746C. The logo of the manufacturer shall be embossed oneither side of the body in the injection molding process. TheMedian Marker shall have rectangular-shaped, fluorescentyellow color retro-reflective sheeting of size not less than8.5cm*8.5cm and with fully reflective micro prismatic cubecorners as its retro-reflective elements as per IRC 67 2010 andASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the MedianMarker and shall be edge protected with no exposed edgeswhich will prevent edge lifting, vandalism, sheeting damage,etc. The Median Marker shall be fixed by a combination ofepoxy adhesive and grouting.


48

Sr. No.



GST in Rs.


in Rs.

225 Road Furniture 6.26 MORTH 806 Providing and fixing Aluminum-backed flexible prismatic (AFP)sheeting consisting Yellow colored flexible prismatic sheetingwith non-metallic prismatic lens as Retroreflective elements andconforming to ASTM D 4956-09 Type VI specification for reboundable Retroreflective sheeting. This flexible prismatic sheetingshall be of 1ft width and laminated at the back with a 50 micronAluminum (Al) foil with pressure sensitive adhesive and liner.Further, this flexible prismatic sheeting shall have screen printedarrow/slant line pattern in black color in a continuous rollformat. Neither AFP sheeting nor the flexible prismatic sheetingused in it shall crack when slowly bent in 1 second time arounda 1/8th inch mandrel after being conditioned for 24hrs at 0?Cand tested as per section S2.2.2. of ASTM D 4956-09. The AFPsheeting, with the liner removed, shall be applied with aneoprene contact adhesive with a Polychloroprene as base,viscosity of 200-450 cps and solid content of 20-30%. Onceapplied, the edges of the product shall be sealed all aroundwith a two-part epoxy based structural adhesive and shall beextremely resistant to peel-off. A test report from institutes likeARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexibleprismatic sheeting used in AFP shall be submitted by the


6839 321

226 Road Furniture 6.27 MORTH 806 Providing Vertical Delineator having wide angle cube cornermicro prismatic non metallic reflective sheeting confirming toType XI of ASTM D4956 -09 with White Color and Red Colorcombination and having minimum of retro reflective exposedarea of 125 Sq CM on top slots and 35 Sq CM on bottom slotsand no edges shall be exposed for tampering. This tubulardelineator shall have a core and shell construction, shell shallbe made of tough, high impact resistant, injection-molded,thermoplastic outer body and the inner core shall consist ofpowder coated or painted Mild steel of minimum thickness1.0mm.and core-shell structure shall be of height not less than800 mm above the ground and width not less than 80 mm. Themetallic core of the delineator shall extend 300mm beyond theshell length from bottom for installing in the ground. Theextended portion shall have slots to insert anchoring rods forenhancing the concrete grip. The logo of the manufacturer shallbe embossed on either side of the body in the injection moldingprocess. The engineering thermoplastic used for making thedelineator body shall have minimum initial mechanicalproperties of 600J/m tested in accordance with ASTM D256 andshall retain at least 70% of these minimum initial values whensubjected to accelerated weathering for 1000hrs as per ASTMG155 or UL 746C and as per IRC 79 specifications and including


49

Sr. No.



GST in Rs.


in Rs.

227 Road Furniture 6.28 MORTH 804 Supplying of Solar Raised Pavement Markers made ofpolycarbonate molded body with circular shape, solarpowered, LED self illumination in active mode, 360 degreeillumination and reflective panels with micro prismatic lenscapable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a loadof 20000 kg tested in accordance to ASTM D 4280. The markershould be resistant to dust and water ingress according to IP 65standards and should withstand temperatures in the range of 0C to 70 C. Color of lighting could be provided in red or yellow(amber) as per requirement and typical frequency of blinking is1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life ofthe marker and a full charge should provide for a minimumautonomy of 50 hours. The height, width and length of themarker shall not be less than 10 mm x 100 mm x 100 mm. Also,the surface diameter of the marker shall not be less than 100mm respectively. The weight of the marker shall not exceed 0.5Kilograms. Fixing will be by drilling holes on the road for theshanks to go inside, without nails and using epoxy resin basedadhesive and complete as directed by the engineer.Thecontractor shall submit a two year warranty for satisfactory fieldperformance including stipulated retro-reflectance of the


228 Road Furniture 6.29 MORTH 801 Fixing in position Cautionary/ Mandatory sign boards in groundwith C C 1:4:8 block of 60cm x 60cm x 75cm size etc. completeas directed including all leads.


229 Road Furniture 6.30 MORTH 801 Fixing in position Road Junction/ Informatory Sign Board inground with C.C.1:4:8 block of 60cm x 60cm x 75cm sizeincluding all leads complete.


230 Road Furniture 6.31 MORTH 806 Supplying precast conventional reflective delinators on foursides for road signs


231 Road Furniture 6.32 MORTH 806 Providing and fixing including conveyance charges upto adistance of 200 Km. precast concrete post delinators, post ofsize 130 x 90 x 1300 milimetre consisting of 4 B.T. wires with14,000 Kg/cm2 C.C. M-20 grade 16mm dia. hold fast, includingexcavation and C.C. 1:4:8 foundation block, oil painting postwith 3 coats and Red fluorescent tape 75 x 75mm and whitefloursent border 20mm wide around the red tape on all the foursides with necessary adhesive and lamination etc. complete.


50

Sr. No.



GST in Rs.


in Rs.

232 Road Furniture 6.33 MORTH 806 Road Delineators: Supplying and installation of delineators(Roadway Indicators, Hazard markers, Object markers) 80 to100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia.Circular reflectorised panels at the top, buried or pressed intothe ground and confirming to I.R.C. 79 and the drawings


233 Road Furniture 6.34 MORTH 804 Providing and fixing reflective fluorescent tape on old road signboard including cleaning / scraping and painting existingboard etc. complete


5770 25

234 Road Furniture 6.35 MORTH 803.4 Road Marking with Hot Applied Thermoplastic Compound withReflectorizing Glass Beads on Bituminous Surface- Providing andlaying of hot applied thermoplastic compound 2.5 mm thickincluding reflectorizing glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beadsas per IRC:35 .The finished surface to be level, uniform and freefrom streaks and holes.complete.

MORTH 803.4 Square Meter

495 27

235 Road Furniture 6.36 MORTH 801 Supplying rolled steel channel post of 100 x 50 mm (ISMC)drilled on top and painted with one coat of epoxy primer andtwo coats of epoxy finish paint having black and white bands of25 cm last part of the post 0.75 m below ground level is paintedwith three coats of red lead paint with 2 nos. of high tensile G.I.bolt and nut of size 10 mm Dia. of 25 mm long includingtransportation etc. complete. Spec. No. : As per IRC-67, andM.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994


1049 193

236 Road Furniture 6.37 MORTH 801 Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mmdrilled on top and painted with one coat of epoxy primer andtwo coats of epoxy finish paint having black and white bands of25 cm, last part of the post 0.75 m below ground level is paintedwith three coats of red lead paint with 2 nos. of high tensile G.I.bolt and nut of size 10 mm dia. of 25 mm long includingtransportation etc. complete. Spec. No. : As per IRC-67, andM.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994


1049 193

51

Sr. No.



GST in Rs.


in Rs.

237 Road Furniture 6.38 MORTH 801 Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mmduly painted with one coat of red oxide paint and two coats ofsynthetic enamel finish paint having black and white bands of25 cm width including 2 nos of G.I. bolt and nut of size 10 mmdia. And 20 mm long including transportation etc. complete.Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No.RW/NH-33023/31/88 D.O.III Dated 2-5-1994


600 152

238 Road Furniture 6.39 MORTH 801 Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mmduly painted with one coat of red oxide paint and two coats ofsynthetic enamel finish paint having black and white bands of25 cm width including 2 nos of G.I. bolt and nut of size 10 mmdia. and 20 mm long including transportation etc. complete.Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No.RW/NH-33023/31/88 D.O.III Dated 2-5-1994


410 122

239 Road Furniture 6.40 MORTH 801 Supplying M.S. Angle iron frame for informatory sign boards ofsize 35 mm x 35 mm x 3 mm welded and making neccesaryholes required for fixing and painted with one coat of epoxyprimer and two coats epoxy finish paint etc. complete.Spec.No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994


250 118

240 Road Furniture 6.41 MORTH 805 Providing and constructing Information Pillar of Brick Masonry inC.M. 1:6 of size 2.0 m x 0.23m x 1.0 m with base pedestal of size2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion inground upto 0.4 m, laying 0.15 m thick 80 mm soling,0.10 mthick c.c. 1:3:6, finishing the pedestal and pillar in cementplaster 12 mm thick in C.M. 1:5 and finishing the pillar with neatcement finish ,applying flat oil paint of approved colour in twocoats, including curing, finishing etc complete.(In Strata otherthan B.C. Soil) Spec. No. :As directed by Engineer-in-charge.


52

Sr. No.



GST in Rs.


in Rs.

241 Road Furniture 6.42 MORTH 805 Providing and constructing Information Pillar of Brick Masonry inC.M. 1:6 of size 2.0 m x 0.23 m x 1.0 m with base pedestal of size2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion inground upto 0.52 m, laying 0.15 m thick 80 mm soling, 0.10 mthick c.c. 1:3:6, finishing the pedestal and pillar in cementplaster 12 mm thick in C.M. 1:5 and finishing the pillar with neatcement finish, applying flat oil paint of approved colour in twocoats, including curing, finishing etc complete.(In B.C. Soil with12 mm thick R.C.C. raft in M-15, including reinforcement) Spec.No. :As directed by Engineer-in-charge.


242 Road Furniture 6.43 MORTH 806 Providing and fixing steel pipe delineators of 10 cm. in diameterand total height of 130 cm, provided with 2 strips of whiteretroreflective sheeting of size 5 cm. x 32.5 cm. each fixedhorizontally and 2 strips of red retroreflective sheeting eachhaving size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S.round cap having diameter 11 cm. and wire mesh at top (10guage thick) and height of wire mesh 15 cm, M.S. hold fast 6mm thick with 35 cm. in length, fixing the delineators in C.C.1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. withnecessary excavation etc. complete.


243 Road Furniture 6.44 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 600 mm dia made out of 1.5mm aluminumsheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


53

Sr. No.



GST in Rs.


in Rs.

244 Road Furniture 6.45 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 600 mm dia made out of 3mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


245 Road Furniture 6.46 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 600 mm dia made out of 1.5mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


54

Sr. No.



GST in Rs.


in Rs.

246 Road Furniture 6.47 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 600 mm dia made out of 3mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class C ( Type XI Micro prismatic gradesheeting) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class C ( Type XI Micro prismaticgrade sheeting) shall have 10 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


247 Road Furniture 6.48 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 750 mm dia made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle ironpost of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly paintedwith with flat oil paint having alternate black and white bandsof 25 cm width including G.I. fixtures etc; fixing the boards inM25 grade concrete block of size 60cm X 60cm X 75cmincluding transportation etc; complete. Class B ( Type IV Highintensity micro-prismatic grade sheeting-HIP) shall have 7 yearswritten warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


55

Sr. No.



GST in Rs.


in Rs.



249 Road Furniture 6.50 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 750 mm dia made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


56

Sr. No.



GST in Rs.


in Rs.





57

Sr. No.



GST in Rs.


in Rs.



253 Road Furniture 6.54 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 900 mm dia made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


58

Sr. No.



GST in Rs.


in Rs.





59

Sr. No.



GST in Rs.


in Rs.

256 Road Furniture 6.57 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 1200 mm dia made out of 4mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


257 Road Furniture 6.58 MORTH 801 Providing and fixing Mandatory/Regulatory sign boards incircular shape of 1200 mm dia made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


60

Sr. No.



GST in Rs.


in Rs.



259 Road Furniture 6.60 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 1.5mmaluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


61

Sr. No.



GST in Rs.


in Rs.

260 Road Furniture 6.61 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 3mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


261 Road Furniture 6.62 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 1.5mmaluminum sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. ClassC ( Type XI Micro prismaticgrade sheeting) shall have 10 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


62

Sr. No.



GST in Rs.


in Rs.

262 Road Furniture 6.63 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 3mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3 Supported with back support frame25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angleiron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. ClassC ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


263 Road Furniture 6.64 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 750 mm made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


63

Sr. No.



GST in Rs.


in Rs.

264 Road Furniture 6.65 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 750 mm made out of 4mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


265 Road Furniture 6.66 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 750 mm made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class C ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


64

Sr. No.



GST in Rs.


in Rs.

266 Road Furniture 6.67 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 750 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3 Supported with back support frame25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angleiron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class C ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


267 Road Furniture 6.68 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 900 mm out of 2mm aluminum sheetbonded with white retro reflective sheeting of Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


65

Sr. No.



GST in Rs.


in Rs.

268 Road Furniture 6.69 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 900 mm made out of 4mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


269 Road Furniture 6.70 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 900 mm made out of 2mm aluminumsheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. ClassC ( Type XI Micro prismatic grade sheeting)shall have 10 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.


66

Sr. No.



GST in Rs.


in Rs.

270 Road Furniture 6.71 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 900 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3 Supported with back support frame25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angleiron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class C ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


271 Road Furniture 6.72 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 1200 mm made out of 2mmaluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


67

Sr. No.



GST in Rs.


in Rs.

272 Road Furniture 6.73 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 1200 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


273 Road Furniture 6.74 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 1200 mm made out of 2mmaluminum sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. ClassC ( Type XI Micro prismaticgrade sheeting) shall have 10 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


68

Sr. No.



GST in Rs.


in Rs.

274 Road Furniture 6.75 MORTH 801 Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 1200 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3 Supported with back support frame25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angleiron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. ClassC ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


275 Road Furniture 6.76 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 750 mm made out of 2mm aluminum sheetbonded with white retro reflective sheeting of Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) shall have 7 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


69

Sr. No.



GST in Rs.


in Rs.

276 Road Furniture 6.77 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 750 mm size of 750 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


277 Road Furniture 6.78 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 750 mm size of 750 mm made out of 2mmaluminum sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm widthincluding G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class C ( Type XI Micro prismaticgrade sheeting) shall have 10 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


70

Sr. No.



GST in Rs.


in Rs.

278 Road Furniture 6.79 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 750 mm size of 750 mm made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3 Supported with back support frame25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angleiron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, dulypainted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class C ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


279 Road Furniture 6.80 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 900 mm out of 2mm aluminum sheet bondedwith white retro reflective sheeting of Class B ( Type IV Highintensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withback support frame 25mm x 25mm x 3mm, duly painted onback side with grey stove enamel paint and supported on oneno. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint havingalternate black and white bands of 25 cm width including G.I.fixtures etc; fixing the boards in M25 grade concrete block ofsize 60cm X 60cm X 75cm including transportation etc;complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


71

Sr. No.



GST in Rs.


in Rs.

280 Road Furniture 6.81 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 900 mm made out of 4mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


281 Road Furniture 6.82 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 900 mm made out of 2mm aluminum sheetbonded with white retro reflective sheeting of Class C ( Type XIMicro prismatic grade sheeting) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3 Supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith grey stove enamel paint and supported on one no. of M. S.angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long,duly painted with with flat oil paint having alternate black andwhite bands of 25 cm width including G.I. fixtures etc; fixing theboards in M25 grade concrete block of size 60cm X 60cm X75cm including transportation etc; complete. Class C ( Type XIMicro prismatic grade sheeting) shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.


72

Sr. No.



GST in Rs.


in Rs.

282 Road Furniture 6.83 MORTH 801 Providing and fixing Cautionary/Warning sign boards inOctagone size of 900 mm made out of 4mm aluminumcomposite material ( ACM) sheet bonded with white retroreflective sheeting of Class C ( Type XI Micro prismatic gradesheeting) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x25mm x 3mm, duly painted on back side with grey stoveenamel paint and supported on one no. of M. S. angle iron postof size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted withwith flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25grade concrete block of size 60cm X 60cm X 75cm includingtransportation etc; complete. Class C ( Type XI Micro prismaticgrade sheeting) shall have 10 years written warranty from themanufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.


283 Road Furniture 6.84 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area less than 0.9square meter made out of 2mm aluminum sheet bonded withwhite retro reflective sheeting of Class B ( Type IV High intensitymicro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supportedwith back support frame 25mm x 25mm x 3mm, duly painted onback side with two coats of grey stove enamel paint andsupported on one no. mild steel angle iron post 75 mm x 75 mmx 6 mm, 3.5 mt long firmly fixed to the ground by means ofproperly designed foundation with M25 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing The angle iron post shall be duly paintedwith one coat of epoxy primer and two coats of epoxy finishpaints having alternate black and white bands of 25 cm widthincluding GI fixures and transportation etc.complete.The nutbolts of board with angle iron post/supporting structure afterfixing at site has to be electrically welded. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) sheetingshall have 7 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performance


6265 261

73

Sr. No.



GST in Rs.


in Rs.

284 Road Furniture 6.85 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area less than 0.9square meter made out of 2mm aluminum sheet bonded withwhite retro reflective sheeting of Class C ( Type XI Microprismatic grade sheeting) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3, supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith two coats of grey stove enamel paint and supported onone no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5mt long firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cm x45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coatof epoxy primer and two coats of epoxy finish paints havingalternate black and white bands of 25 cm width including GIfixures and transportation etc.complete.The nut bolts of boardwith angle iron post/supporting structure after fixing at site hasto be electrically welded. Class C ( Type XI Micro prismaticgrade sheeting) sheeting shall have 10 years written warrantyfrom the manufacturer and authorised distributor/convertorissued for field performance including the screen printed areas


9089 261

285 Road Furniture 6.86 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area less than 0.9square meter made out of 4mm aluminum composite material( ACM) sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x25mm x 3mm, duly painted on back side with two coats of greystove enamel paint and supported on one no. mild steel angleiron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to theground by means of properly designed foundation with M25grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm belowground level as per approved drawing The angle iron post shallbe duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of25 cm width including GI fixures and transportationetc.complete.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to beelectrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 yearswritten warranty from the manufacturer and authorised


6628 91

74

Sr. No.



GST in Rs.


in Rs.

286 Road Furniture 6.87 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area less than 0.9square meter made out of 4mm aluminum composite material( ACM) sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3, supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with two coats of grey stove enamelpaint and supported on one no. mild steel angle iron post 75mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground bymeans of properly designed foundation with M25 grade cementconcrete 45 cm x 45 cm x 60 cm, 60 cm below ground level asper approved drawing The angle iron post shall be dulypainted with one coat of epoxy primer and two coats of epoxyfinish paints having alternate black and white bands of 25 cmwidth including GI fixures and transportation etc.complete.Thenut bolts of board with angle iron post/supporting structure afterfixing at site has to be electrically welded. Class C ( Type XIMicro prismatic grade sheeting) sheeting shall have 10 yearswritten warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including the


9452 91

287 Road Furniture 6.88 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area greater than0.9 square meter made out of 2mm aluminum sheet bondedwith white retro reflective sheeting of Class B ( Type IV Highintensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols, letters,numerals, arrow as per IRC:67-2012 Table No 8.3, supportedwith back support frame 25mm x 25mm x 3mm, duly painted onback side with two coats of grey stove enamel paint andsupported on two no. mild steel angle iron post 75 mm x 75 mmx 6 mm, 3.5 mt long firmly fixed to the ground by means ofproperly designed foundation with M25 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing The angle iron post shall be duly paintedwith one coat of epoxy primer and two coats of epoxy finishpaints having alternate black and white bands of 25 cm widthincluding GI fixures and transportation etc.complete.The nutbolts of board with angle iron post/supporting structure afterfixing at site has to be electrically welded. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) sheetingshall have 7 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performance


7890 316

75

Sr. No.



GST in Rs.


in Rs.

288 Road Furniture 6.89 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area greater than0.9 square meter made out of 2mm aluminum sheet bondedwith white retro reflective sheeting of Class C ( Type XI Microprismatic grade sheeting) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012 Table No 8.3, supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith two coats of grey stove enamel paint and supported ontwo no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5mt long firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cm x45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coatof epoxy primer and two coats of epoxy finish paints havingalternate black and white bands of 25 cm width including GIfixures and transportation etc.complete.The nut bolts of boardwith angle iron post/supporting structure after fixing at site hasto be electrically welded. Class C ( Type XI Micro prismaticgrade sheeting) sheeting shall have 10 years written warrantyfrom the manufacturer and authorised distributor/convertorissued for field performance including the screen printed areas


9228 316

289 Road Furniture 6.90 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area greater than0.9 square meter made out of 4mm aluminum compositematerial ( ACM) sheet bonded with white retro reflectivesheeting of Class B ( Type IV High intensity micro-prismaticgrade sheeting-HIP) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012 Table No 8.3, supported with back support frame25mm x 25mm x 3mm, duly painted on back side with twocoats of grey stove enamel paint and supported on two no.mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt longfirmly fixed to the ground by means of properly designedfoundation with M25 grade cement concrete 45 cm x 45 cm x60 cm, 60 cm below ground level as per approved drawing Theangle iron post shall be duly painted with one coat of epoxyprimer and two coats of epoxy finish paints having alternateblack and white bands of 25 cm width including GI fixures andtransportation etc.complete.The nut bolts of board with angleiron post/supporting structure after fixing at site has to beelectrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 yearswritten warranty from the manufacturer and authorised


8357 316

76

Sr. No.



GST in Rs.


in Rs.

290 Road Furniture 6.91 MORTH 801 Providing and fixing of retro- reflectorised informatory signboard rectangular/Square in shape having area greater than0.9 square meter made out of 4mm aluminum compositematerial ( ACM) sheet bonded with white retro reflectivesheeting of Class C ( Type XI Micro prismatic grade sheeting)having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x25mm x 3mm, duly painted on back side with two coats of greystove enamel paint and supported on two no. mild steel angleiron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to theground by means of properly designed foundation with M25grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm belowground level as per approved drawing The angle iron post shallbe duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of25 cm width including GI fixures and transportationetc.complete.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to beelectrically welded. Class C ( Type XI Micro prismatic gradesheeting) sheeting shall have 10 years written warranty fromthe manufacturer and authorised distributor/convertor issued for


10191 316

291 Road Furniture 6.92 MORTH 801 Providing and erecting Overhead signs made out of 2mmaluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back sideretoreflctive symbols, letters, numerals, arrow as per IRC:67-2012, with designed back support frame of mild steel angle withvertical and lateral clearance given in clause 801 and 802, dulypainted on back side with two coats of grey stove enamel paintand installed as per clause 802.6 over a designed supportsystem of structural steel work trestles and trusses of sectionsand type as per structural design requirements and approvedplans including painting with one coat of epoxy primer and twocoats of epoxy finish paint.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to beelectrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 yearswritten warranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by the


4626 122

77

Sr. No.



GST in Rs.


in Rs.

292 Road Furniture 6.93 MORTH 801 Providing and erecting Overhead signs made out of 2mmaluminum sheet bonded with white retro reflective sheeting ofClass C ( Type XI Micro prismatic grade sheeting) havingpressure sensitive/heat activated adhesive retoreflectivespecified back ground, border and back side retoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012, withdesigned back support frame of mild steel angle with verticaland lateral clearance given in clause 801 and 802, duly paintedon back side with two coats of grey stove enamel paint andinstalled as per clause 802.6 over designed support system ofstructural steel work trestles and trusses of sections and type asper structural design requirements and approved plansincluding painting with one coat of epoxy primer and two coatsof epoxy finish paint.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to beelectrically welded. Class C ( Type XI Micro prismatic gradesheeting) sheeting shall have 10 years written warranty fromthe manufacturer and authorised distributor/convertor issued forfield performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film andthis warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.This item does notinclude the cost of structural steel work required for support


7427 122

293 Road Furniture 6.94 MORTH 801 Providing and erecting Overhead signs made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heatactivated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67-2012, with designed back support frame ofmild steel angle with vertical and lateral clearance given inclause 801 and 802, duly painted on back side with two coatsof grey stove enamel paint and installed as per clause 802.6over a designed support system of structural steel work trestlesand trusses of sections and type as per structural designrequirements and approved plans including painting with onecoat of epoxy primer and two coats of epoxy finish paint.Thenut bolts of board with angle iron post/supporting structure afterfixing at site has to be electrically welded. Class B ( Type IVHigh intensity micro-prismatic grade sheeting-HIP) sheetingshall have 7 years written warranty from the manufacturer andauthorised distributor/convertor issued for field performanceincluding the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer incharge by the contractor/supplier.This item does not include


4989 122

78

Sr. No.



GST in Rs.


in Rs.

294 Road Furniture 6.95 MORTH 801 Providing and erecting Overhead signs made out of 4mmaluminum composite material ( ACM) sheet bonded with whiteretro reflective sheeting of Class C ( Type XI Micro prismaticgrade sheeting) having pressure sensitive/heat activatedadhesive retoreflective specified back ground, border andback side retoreflctive symbols, letters, numerals, arrow as perIRC:67-2012, with designed back support frame of mild steelangle with vertical and lateral clearance given in clause 801and 802, duly painted on back side with two coats of grey stoveenamel paint and installed as per clause 802.6 over a designedsupport system of structural steel work trestles and trusses ofsections and type as per structural design requirements andapproved plans including painting with one coat of epoxyprimer and two coats of epoxy finish paint.The nut bolts ofboard with angle iron post/supporting structure after fixing atsite has to be electrically welded. Class C ( Type XI Microprismatic grade sheeting) sheeting shall have 10 years writtenwarranty from the manufacturer and authoriseddistributor/convertor issued for field performance including thescreen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in originalshould be submitted to the Engineer in charge by thecontractor/supplier.This item does not include the cost of


7750 122

295 Road Furniture 6.96 MORTH 801 Providing and fixing board displaying information, such as'Name of work, Tender cost, Name of Contractor, Workcompletion and liability period etc', having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stovingprimer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbolsetc. with approved colour shade paint complete, on M.S.angleof size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including TwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 mlong painted with alternate black and white bands of 25 cmwidth including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including,excavation, refilling, transportation, and labour etc complete.Spec. No. As directed by Engineer in Charge


296 Road Furniture 6.97 MORTH 805 Providing and fixing R.C.C. precast cement concrete M-15pedestal OF SIZE 0.75 X 0.75 X 0.20 m including cost of steelreinforcement for Km. stone as per detailed drawing andspecification including transportation of pedestal Block, all liftsetc. complete.

As directed by Engineer-in-charge.

Number 1301 210

79

Sr. No.



GST in Rs.


in Rs.

297 Road Miscellaneous items

7.01 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Barrier type Kerb without gutter ( as per IRC 86 1983) embedded125mm below ground level over M-10 PCC finished neatly withC.M. 1:2, setting the same in C.M. 1:2, including the requiredexcavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directedby Engineering In-charge. Using Concrete Batching and MixingPlant


339 96


7.02 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Semi Barrier type Kerb without gutter ( as per IRC 86 1983)embedded 125mm below ground level over M-10 PCC finishedneatly with C.M. 1:2, setting the same in C.M. 1:2, including therequired excavation in any strata and removing the excavatedstuff any where in city and redoing the surface as specified anddirected by Engineering In-charge. Using Concrete Batchingand Mixing Plant


315 92


7.03 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Mountable type Kerb without gutter ( as per IRC 86 1983)embedded 125mm below ground level over M-10 PCC finishedneatly with C.M. 1:2, setting the same in C.M. 1:2, including therequired excavation in any strata and removing the excavatedstuff any where in city and redoing the surface as specified anddirected by Engineering In-charge. Using Concrete Batchingand Mixing Plant


353 102


7.04 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Barrier type Kerb with gutter ( as per IRC 86 1983) embedded125mm below ground level over M-10 PCC finished neatly withC.M. 1:2, setting the same in C.M. 1:2, including the requiredexcavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directedby Engineering In-charge. Using Concrete Batching and MixingPlant


574 118

80

Sr. No.



GST in Rs.


in Rs.


7.05 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Semi Barrier type Kerb with gutter ( as per IRC 86 1983)embedded 125mm below ground level over M-10 PCC finishedneatly with C.M. 1:2, setting the same in C.M. 1:2, including therequired excavation in any strata and removing the excavatedstuff any where in city and redoing the surface as specified anddirected by Engineering In-charge. Using Concrete Batchingand Mixing Plant


627 124


7.06 MORTH 409 Providing and casting in situ or precast tapering R.C.C. M-20Mountable type Kerb with gutter ( as per IRC 86 1983)embedded 125mm below ground level over M-10 PCC finishedneatly with C.M. 1:2, setting the same in C.M. 1:2, including therequired excavation in any strata and removing the excavatedstuff any where in city and redoing the surface as specified anddirected by Engineering In-charge. Using Concrete Batchingand Mixing Plant


604 115


7.07 MORTH 2703 Providing and fixing in position Guard Railing as per Drg. No. 15Type C dt. 20-4-79, with 3 rows of 50mm dia. G.I. pipe 30cm apart and fixed in M.S. channels of section 125 x 65 x 6 mmspaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as perdetailed drawing, with 3 coats of approved yellow and blackpaint including necessary excavation in any strata.


1587 162


7.08 MORTH 2703 Providing and fixing in position Guard Railing as per Drg. No. 15Type C dt. 20-4-79, with 3 rows of 40mm dia. G.I. pipe 30cm apart and fixed in M.S. channels of section 100 x 50 x 6 mmspaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 x 30cm. as perdetailed drawing, with 3 coats of approved of yellow and blackpaint including necessary excavation in any strata.


1332 144


7.09 MORTH 2703 Providing and fixing Guard Railing of 1000mm height as perType D Drg. No. 15 dt. 20-4-79, and fixed in 40 x 40 x 6mm iron,angle embedded in 1:2:4 cement concrete bedding patti asper detailed drawing, with 3 coats of approved of yellow andblack paint.


1156 124

81

Sr. No.



GST in Rs.


in Rs.


7.10 MORTH 2703 Providing and fixing Guard Railing of 1000 mm height in 25mmM.S. square bars 100 mm C/c. as per Type drawing No. 6 dt. 20-8- 85 and fixed in 50mm x 50mm x 6mm iron angle embeddedin 1:2:4 C.C. bedding 55 x 45 cm and 50 x 6 iron patti as perdetailed drawing with 3 coats of approved yellow and blackpaint.


1475 190


7.11 MORTH Design of overlay for existing B.T. surface with carrying outtesting by Benkelman Beam method as per guide lines in IRC81:1997 including design and testing at site. The charges fortransportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included.

IRC-81 Kilometre 6378 447


7.12 MORTH Carrying out roughness index / road unevenness test with carmounted / jeep towed ARUR machine (Automatic roadunevenness Recorder) Calibrated from C.R.R.I. New Delhi(Central Road Research Institute) or any other equivalentauthority including taking observations, feeding data and givingcomputerized test result including hire charges of all machineryand labour completed. i) Road surface single lane (B.TW,B.M.)3.75 m Wirdth.

As Directed by Engineer In Charge

Kilometre 578 NA


7.13 MORTH Carrying out roughness index / road unevenness test with carmounted / jeep towed ARUR machine (Automatic roadunevenness Recorder) Calibrated from C.R.R.I. New Delhi(Central Road Research Institute) or any other equivalentauthority including taking observations, feeding data and givingcomputerized test result including hire charges of all machineryand labour completed. i) Road surface single lane (B.TW,B.M.)5.5 m to 7.00 m. Wirdth.


Kilometre 1148 NA


7.14 MORTH Carrying out roughness index / road unevenness test with carmounted / jeep towed ARUR machine (Automatic roadunevenness Recorder) Calibrated from C.R.R.I. New Delhi(Central Road Research Institute) or any other equivalentauthority including taking observations, feeding data and givingcomputerized test result including hire charges of all machineryand labour completed. i) Road surface single lane (B.TW,B.M.)Each additional lane Width.


Kilometre 574 43

82

Sr. No.



GST in Rs.


in Rs.


7.15 MORTH Dead Journey charges for Transportation of machine/ vehicalfor Carrying out roughness index / road unevenness test withcar mounted / jeep towed ARUR machine (Automatic roadunevenness Recorder) Calibrated from C.R.R.I. New Delhi(Central Road Research Institute) or any other equivalentauthority including taking observations, feeding data and givingcomputerized test result including hire charges of all machineryand labour completed. Spec. No. : As directed by Engineer incharge.


Kilometre 14 1


7.16 MORTH 701 Providing and laying a woven Polypropylene Geotextile of Type-I manufactured from black UV stabilised Polypropylene Tapeyarn on the prepared subgrade as the separator cumreinforcement with necessary overlap as per drawing


68 42


7.17 MORTH 701 Providing and laying a woven Polypropylene Geotextile of Type-II manufactured from black UV stabilised Polypropylene Tapeyarn on the prepared subgrade as the separator cumreinforcement with necessary overlap as per drawing


68 42


7.18 MORTH 701 Providing and laying a woven Polypropylene Geotextile of Type-III manufactured from black UV stabilised Polypropylene Tapeyarn on the prepared subgrade as the separator cumreinforcement with necessary overlap as per drawing


72 42


7.19 MORTH 701 Providing and laying a fibre glass geogrid of Tensile strength 50kN/m manufactured from high quality glass fibre strands andcoated with a polymer modified bitumen as reinforcement toAsphalt overlay flexible pavements and Asphalt over distressedrigid P.C.C.


132


7.20 MORTH 701 Providing and laying a fibre glass geogrid of Tensile strength 100kN/m manufactured from high quality glass fibre strands andcoated with a polymer modified bitumen as reinforcement toAsphalt overlay flexible pavements and Asphalt over distressedrigid P.C.C.


214

83

Sr. No.



GST in Rs.


in Rs.


7.21 MORTH 2503 Providing and Constructing gabion structure 1 Meter high orrequired section made up of soft mechanically wovenhexagonal shaped G.I. wire confirming to IS 16014:2012 havingzinc plus PVC coating of overall diameter of 3.7 mm and tyinglacing wire of 3.2 mm with edge wire confirming to overalldiameter 4.4 mm edges being mechanically selvedgeincluding placing in position, fitting neatly with trap stone rubble(15 to 23 cm) all loose ends to be securely tied (Excludingtransportation) etc. complete. ( In Dry condition and for underwater installation extra cost to be considered)



7.22 MORTH 2503 Providing and Constructing gabion structure 0.50 Meter high orrequired section made up of soft mechanically wovenhexagonal shaped G.I. wire confirming to IS 16014:2012 havingzinc plus PVC coating of overall diameter of 3.7 mm and tyinglacing wire of 3.2 mm with edge wire confirming to overalldiameter 4.4 mm edges being mechanically selvedgeincluding placing in position, fitting neatly with trap stone rubble(15 to 23 cm) all loose ends to be securely tied (Excludingtransportation) etc. complete.( In Dry condition and for underwater installation extra cost to be considered)



7.23 MORTH 701 Providing and laying Needle Punched and mechanicallybonded non woven Geotextile of Type III indigenouslymanufactured from high quality Propylene staple fibers(continuous filament will not be accepted) on the preparedsubgrade for Seperation.


84 42


7.24 MORTH 701 Providing and laying Needle Punched and mechanicallybonded non woven Geotextile of Type II indigenouslymanufactured from high quality Propylene staple fibers(continuous filament will not be accepted) on the preparedsubgrade for Seperation.


84 42


7.25 MORTH 202 Removal of telephone / Electric poles including excavation anddismantling of foundation concrete and lines under thesupervision of concerned department, disposal with all lifts andup to a lead of 1000 metres and stacking the serviceable andunserviceable material separately


84

Sr. No.



GST in Rs.


in Rs.


7.26 MORTH 303 Carrying out excavation in hard rock up to depth 200mm. toachieve a specified slope of the rock face by controlled use ofexplosives and blasting accessories in properly aligned andspaced drill holes, collection of the excavated rock by a 80 HPdozer, loading in tipper by a front end loader and disposing ofthe material with all lifts and lead upto 1000 m, all as specifiedin clause No. 303


112 18


7.27 MORTH 408 Construction of Median and Island with Soil Taken fromRoadway Cutting -- Construction of Median and Island aboveroad level with approved material deposited at site fromroadway cutting and excavation for drain and foundation ofother structures, spread, graded and compacted as per clause407



7.28 MORTH 408 Construction of Median and Island with Soil Taken from BorrowAreas -- Construction of median and Island above road levelwith approved material brought from borrow pits, spread,sloped and compacted as per clause 407



7.29 MORTH 410 Footpaths and Separators -- Construction of footpath/separatorby providing a 150 mm compacted granular sub base as perclause 401 and 25 mm thick cement concrete grade M15, overlaid with pre-cast concrete tiles in cement mortar 1:3 includingprovision of all drainage arrangements but excluding kerbchannel.


634 55


7.30 MORTH 811 Metal Beam Crash Barrier -- Type - A, W : Metal Beam CrashBarrier (Providing and erecting a W "metal beam crash barriercomprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8m high, 1.1 m below ground/road level, all steel parts andfitments to be galvanised by hot dip process, all fittings toconform to IS:1367 and IS:1364, metal beam rail to be fixed onthe vertical post with a spacer of channel section 150 x 75 x 5mm, 330 mm long complete as per clause 810)"


2344 186

85

Sr. No.



GST in Rs.


in Rs.


7.31 MORTH 811 Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam CrashBarrier (Providing and erecting a Thrie " metal beam crashbarrier comprising of 3 mm thick corrugated sheet metal beamrail, 85 cm above road/ground level, fixed on ISMC serieschannel vertical post, 150 x 75 x 5 mm spaced 2 m centre tocentre, 2 m high with 1.15 m below ground level, all steel partsand fitments to be galvanised by hot dip process, all fittings toconform to IS:1367 and IS:1364, metal beam rail to be fixed onthe vertical post with a space of channel section 150 x 75 x 5mm, 546 mm long complete as per clause 810)"


3827 162


7.32 MORTH 811 Flexible Crash Barrier, Wire Rope Safety Barrier (Providing anderecting a wire rope safety barrier with vertical posts of mediumweight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50m long 0.85 m above ground and 0.65 m below ground level,split at the bottom for better grip, embedded in M 15 gradecement concrete 450 x 450 x 450 mm, 1.50 m center to centerand with 4 horizontal steel wire rope 40 mm dia and anchoredat terminal posts 15 m apart. Terminal post to be embedded inM 15 grade cement concrete foundation 2400 x 450 x 900 mm(depth), strengthened by a strut of RS joist 100 x 75 mm, 2 mlong at 450 inclination and a tie 100 x 8 mm, 1.50 m long at thebottom, all embedded in foundation concrete as per approveddesign and drawing, rate excluding excavation and cementconcrete.)


1668 112


7.33 MORTH 801 Anti - Glare Screen with 25 mm steel pipe framework fixed withcircular and rectangular vans (Providing and erecting an anti -glare screen with 25 mm dia vertical pipes fabricated andframed in the form of panels of one metre length and 1.75 mtrheight fixed with circular vane 250 mm dia at top andrectangular vane 600 x 300 mm at the middle, made out ofsteel sheet of 3 mm thickness, end vertical pipes of the panelmade larger for embedding in foundation concrete, applying 2coats of paint on all exposed surfaces, all as per approveddesign and drawings.)


1321 54

86

Sr. No.



GST in Rs.


in Rs.


7.34 MORTH 801 Anti - Glare Screen with Rectangular Vane of MS sheet(Providing and erecting anti - glare screen with rectangularvanes of size 750 x 500 mm made from MS sheet, 3 mm thickand fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to thedirection of flow of traffic, 1.5 m center to center, top edge ofthe screen 1.75 m above ground level, vertical post firmlyembedded in cement concrete foundation 0.60 m belowground level, applying 2 coats of paint on exposed faces, allcomplete as per approved design and drawings)


693 36


7.35 MORTH 2703/811

Providing Reinforced cement concrete crash barrier at theedges of the road, approaches to bridge structures andmedians, constructed with R.C.C. M 20 Grade concrete withHYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which itis built and installed as per design given in the enclosure toMOST circular No. RW/NH - 33022/1/94-DO III dated 24 June1994 as per dimensions in the approved drawing and atlocations directed by the Engineer, all as specified etc.complete. Spec: MORT and H 2013 Cl 811 Page No 360

MORTH 2703/811 Running Metre

2392 43


7.36 MORTH 2703/811



2472 43

87

Sr. No.



GST in Rs.


in Rs.


7.37 MORTH 2703/811



2492 43

334 Road Maintenance

8.01 MORTH 3004 Labour for filling pot holes with premix asphalt chips, cleaningthe road surface with wire brushes and gunny bags, applyingtack coat, spreading mixture hand ramming or lightcompaction with power roller conveying material to the site ofwork (excluding cost and of material fuel and heating asphalt)etc complete.


Square Metre

6.00 6.00


8.02 MORTH 3004 Labour for metal patch repairs including preparing surface,adding required quantity of metal, murum, watering, rammingetc complete. Spec.No.: As directed by Engineer- in-charge.(excluding cost and of material )


Square Metre

8.30 8.30


8.03 MORTH 3002 Restoration of rain cuts with soil, murum gravel or a mixture ofthese, clearing the loose soil, benching for 300mm width layingfresh material in layers not exceeding 250 mm and compactionwith plate compactor or power rammer to restore the originalalignment, level and slopes as per drawings and MORTHspecification clause 3002


Cubic Metre 118 108


8.04 MORTH 3003 Making up loss of material/irregularities on shoulders to thedesign level by adding fresh approved selected soil andcompacting it with appropriate equipment at OMC as perMORTH specification clause 3003


Square Metre

24 24


8.05 MORTH 3003 Stripping excess soil from the shoulder surface to achieve theapproved level and compacting with plate compactor at OMCas per drawings as per MORTH specification clause 3003


Square Metre

12 14


8.06 MORTH 3004 Repair to pot holes by removal of failed material, trimming thesides to vertical and levelling the bottom, cleaning the samewith compressed air or any appropriate method filled with75mm B.M, applying bitumen tack coat at the bottom andvertical sides as per as per MORTH specification clause 3004.1and 3004.2


Cubic Metre 5537 1671

88

Sr. No.



GST in Rs.


in Rs.


8.07 MORTH 3004 Patch repair on already filled pot holes with 20 mm premixcarpet and seal coat as per MORTH specification clause 3004.1and 3004.2


Square Metre

140 2


8.08 MORTH 3004 Repair to pot holes and removal of loose material, trimming ofsides, cleaning of surface by providing tack coat, 20 mm thickpre-mix carpet and seal coat as per MORTH specificationclause 3004.1 and 3004.2


Square Metre

211 47


8.09 MORTH 3004 Maintenance of gravel road including making up the loss ofprofile, rectifying corrugated surface, filling up of depressions,pot holes and erosion gullies by adding fresh material andcompacting it with appropriate equipment or to strip excess ofmaterial from the road surface as per drawings etc complete


Square Metre

63 39


8.10 RD Providing pick and roll surface by picking the old WBM surfaceto the required standard, adding 30% of 40mm size metal andrequired quantity of murum including laying sectioning,watering, compacting with static roller with thin layer of murumblindage on carrageway, watering and compacting by staticroller, including cost of all materials, loading, unloading,stacking and labour etc. complete. Spec.No. : As directed byEngineer- in-charge.


Square Metre

77 8


8.11 RD Maintenance of WBM road including filling up of pot holes, rutsand rectifying corrugated surface, damaged edges andravelling etc. complete


Square Metre

155 37


8.12 RD The maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drains aswell as catch water drains etc. complete


Running Metre

10 10


8.13 RD Maintenance of Hume pipe Culvert by way of Clearing,Cleaning, Erosion repair, repairs to cracks, parapet wall andprotection work as per drawing etc. complete


Number 1451 664


8.14 RD Maintenance of road signs by way of cleaning and repaintingof mandatory / requlatory / cautionary / informatory and placeidentifications sign board as per drawings etc. complete


Kilometre 2870 1868


8.15 RD Maintenance of Kilometer stones, and 200 metre by way ofrefiting of tilted stones repairing with cement mortar, cleaning,repairing and lettering on 200 metre km stone and 5th km stoneetc. complete


Kilometre 657 485


8.16 RD Cutting of branches of trees and shrubs from the road way orwith in R.O.W including disposal of wood and leaves to suitablelocation etc. complete


Number 160 160

89

Sr. No.



GST in Rs.


in Rs.


8.17 RD Trimming of grass, shurbs and weeds from the shoulders/bermsand disposing off the same to suitable locations etc. complete


Square Metre

5 5


8.18 RD Maintenance of guard stones/ boundry stones/ indicator stonesby way of refiting of tilted stones repairing with cement mortar,cleaning, repairing and white washing etc. complete


Kilometre 166 166


8.19 RD Repair of steel railing to bring it to original shape cleaning andrepainting as per drawing etc. complete


Running Metre

245 142


8.20 RD Repair of RCC railing to bring it to the original shape, cleaningand repainting as per drawings etc. complete


Running Metre

439 161


8.21 RD Removal of steel railing and refixing of railing to submersiblebridges including cleaning and repainting etc complete


Running Metre

299 238


8.22 RD White washing two coats on parapet walls and white washingand geru lime painting to tree trunks including preparation ofsurface by cleaning scraping etc. complete


Square Metre

16 10


8.23 RD Dressing of side shoulder / Scrapping the road side shoulder byMechanical means ( By JCB /DOUZER) including excavation ofraised side shoulders upto 15cm depth including remooving/cutting bushes,grass and dressing shoulder to desired camberand disposing of excavated stuff up to road boundary etccomplete. as directed by Engineer In Charge.


Square Metre

4 3


8.24 MORTH Providing and Laying Pressure Sensitive Technology ( PST )based Insstapattch ready mix compound for repair potholes,manufactured from aggregates of 4-12 mm, treated withspecial grade bitumen, Pressure Sensitive Polymer( PSP) andCross Linking Chemical (CLC) agents etc, technically evaluatedfor repairs on bitumenous/concrete surfaces, confirming to CRRIand IRC accreduted norms for pressure sensitive polymerproducts for repairs of Potholes on road/ Pavements, havinfgupto 25mm thick insstapattch layer on base of compactedaggregates ( Crusher Brocken ) of 50mm thickness includinglabours, material, tools and tampering etc complete.


Square Metre

913

90

Sr. No.



GST in Rs.


in Rs.


8.25 MORTH 514 Providing, laying and rolling Micro seal surfacing ( 10 mm thick )for preventive maintainance including supplying all materials ,preparing the existing road surface , heating bitumen ,aggregates , lime in hot mix plant , laying the mix seal surfacingby paver finisher and compaction by power roller etccomplete.( Using 60/70 bulk bitumen for mixing and tack coatover black topped surface by using 0.14 Cum per 10 Sqm. ofcrusher aggregate passing 100 % through 6.30 mm sieve andretained100 % on 0.075 mm size sieve 0.2 Kg / Sqm lime and11.00 kg / 10 Sqm bulk bitumen for fixing and 0.50 kg / Sqm fortack coat ) Spec: As directed by Engineer In Charge and IRC SP78 - 2008


Square Metre

64 3


8.26 MORTH 514 Providing, laying and rolling Micro seal surfacing ( 10 mm thick )for preventive maintainance including supplying all materials ,preparing the existing road surface , heating bitumen ,aggregates , lime in hot mix plant , laying the mix seal surfacingby paver finisher and compaction by power roller etccomplete.( Using 60/70 bulk bitumen for mixing and tack coatover black topped surface by using 0.14 Cum per 10 Sqm. ofcrusher aggregate passing 100 % through 9.50 mm sieve andretained100 % on 0.075 mm size sieve 0.2 Kg / Sqm lime and9.50 kg / 10 Sqm bulk bitumen for fixing and 0.50 kg / Sqm fortack coat ) Spec: As directed by Engineer In Charge and IRC SP78 -2008


Square Metre

60 3


8.27 MORTH 408 Providing and laying shoulder drain of trap rubble of 0.45 x 0.45meter section at 45 degree angle to the road edge includinghand packing, filling voids with sand/shingle of approvedquality and ramming etc. complete as desired.


Running Metre

156 66

91

Sr. No.



GST in Rs.


in Rs.

SSR 2017-2018 : Bridge361 Cross Drainage

Works

11.01 CD 1 Providing rubble filling of trap/ granite/ quartzite gneiss stonesfor foundations including hand packing filling gravel / sand inthe voids etc. complete.

CD.1 Page.No. 159 Cubic Meter 864 290

362 Cross Drainage

Works

11.02 CD 3A Providing and laying in situ / ready mix cement concrete ofM10 proportion with trap/ granite/ quartzite/ gneiss metal infoundation including necessary form work, compacting andcuring etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer)) with SCADA with Natural/ VSI standard Artificial Sand)

CD.-3 Page.No. 160 Cubic Meter 3726 1008

363 Cross Drainage

Works

11.04 CD 3B Providing and laying in situ cement concrete of 1:4:8 proportionwith trap/ granite/ quartzite/ gneiss metal in foundationincluding necessary form work, compacting and curing etc.complete. (with reversible drum rtype mixer with SCADA withNatural / VSI standard Artificial Sand)


364 Cross Drainage

Works

11.06 CD 4 Providing rubble stone paving 15cm thick in 1:3 cement mortarover a bedding of 15cm thick cement concrete of 1:4:8proportion with trap /granite /quartzite /gneiss metal includingstriking joints and watering etc. complete.

CD.4 Page.No. 160 Square

Meter

1434 644

365 Cross Drainage

Works

11.07 CD 6 Providing uncoursed rubble trap /quartzite /gneiss stonemasonary in cement mortar 1:5 for piers, abutments, wings,returns, head-walls, parapet etc. including bailing out of water,striking joints of the non exposed faces, pointing the exposedfaces with cement mortar 1:3, scaffolding, watering tomasonary and etc. complete.


366 Cross Drainage

Works

11.08 CD 7 Providing and laying cement concrete pipe of IS 458:2003 NP-2class of 450mm diameter in proper line, level and slopeincluding providing and fixing collars in cement mortar 1:2 andcuring etc. complete.

CD.7 Page.No. 162 Running

Metre

1369 283

367 Cross Drainage

Works



Metre

1934 283

368 Cross Drainage

Works



Metre

3016 283

92

Sr. No.



GST in Rs.


in Rs.

369 Cross Drainage

Works



Metre

3549 283

370 Cross Drainage

Works



Metre

4038 284

371 Cross Drainage

Works



Metre

5672 283

372 Cross Drainage

Works



Metre

3510 477

373 Cross Drainage

Works



Metre

5599 477

374 Cross Drainage

Works



Metre

6170 477

375 Cross Drainage

Works



Metre

6846 477

376 Cross Drainage

Works



Metre

8812 476

377 Cross Drainage

Works


CD 7 Page 167 Running

Metre

6702 477

378 Cross Drainage

Works



Metre

8404 476

93

Sr. No.



GST in Rs.


in Rs.

379 Cross Drainage

Works



Metre

9761 477

380 Cross Drainage

Works

11.22 CD 8 Providing cast in situ / ready mix block of M10 cement concretewith circular or other shaped opening for waterway includingnecessary formwork, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batchmix plant (pan mixer) with SCADA with Natural / VSI standardArtificial Sand, cement 4.05 bags/cumt)


381 Cross Drainage

Works

11.24 CD 27 Providing selected hard murum filling including laying in layersof 15 to 20cmwith watering and compacting etc. complete.


382 Cross Drainage

Works

11.25 CD Providing and laying in situ / ready mix M15 cement concreteof trap /granite /quartzite /gneiss metal for approach slabincluding compacting, finishing, curing etc. complete.(excluding reinforcement) (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA with Natural/ VSI standard Artificial Sand, cement 5.90 bags/cumt)

CD.15 Page.No. 168 and B.7.

Page No. 38

Cubic Meter 4127 1001

383 Cross Drainage

Works

11.27 CD 27 Providing and fixing stream lined M15 grade RCC guard stoneincluding mild steel bar reinforcement etc. complete.

CD.20 Page.No. 169 Number 686 127

384 Cross Drainage

Works

11.28 CD Providing cast in situ / ready mix M10 grade cement concretefor head walls of CD work / retaining walls etc. includingnecessary form work, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batchmix plant (pan mixer) with SCADA with Natural / VSI standardArtificial Sand, cement 4.05 bags/cumt)

CD 8 Page 163 Cubic Meter 4954 2075

385 Cross Drainage

Works

11.29 CD Providing cast in situ / ready mix M20 grade cement concretefor head walls of CD work / retaining walls etc. includingnecessary form work, compaction, finishing and curing etc.complete. (with reversible drum type mixer/ concrete batchmix plant (pan mixer) with SCADA with Natural / VSI standardArtificial Sand, cement 4.05 bags/cumt)

CD 8 Page 163 Cubic Meter 5276 2075

94

Sr. No.



GST in Rs.


in Rs.

386 Cross Drainage

Works

11.30 CD Providing and casting in situ / ready mix PCC M15 grade of trapmetal for coping to head walls / parapet including centering,form work, compaction and curing etc. complete. (withreversible drum type mixer/ concrete batch mix plant (panmixer) with SCADA with Natural / VSI standard Artificial Sand)

Bd-E-7 Cubic Meter 5075 2075

387 Cross Drainage

Works

11.31 CD Providing and casting in situ / ready mix PCC M20 grade of trapmetal for coping to head walls / parapet including centering,form work, compaction and curing etc. complete. (withreversible drum type mixer/ concrete batch mix plant (panmixer) with SCADA with Natural / VSI standard Artificial Sand)

Bd-E-8 Cubic Meter 5280 2075

388 Bridge Foundation and Sub Structure

12.02 BR 3A Excavation for foundation in earth, soils of all types, sand,gravel, soft murum including shoring and strutting as necessaryand disposing off excavated stuff as directed etc. complete.

BR.3 Page No. 102 Cubic Metre 145 68


12.04 BR 3B Excavation for foundation in hard murum including shoring andstrutting as necessary and disposing off excavated stuff asdirected etc. complete.



12.06 BR 3C Excavation for foundation in hard murum and bouldersincluding shoring and strutting as necessary and disposing offexcavated stuff as directed etc. complete.



12.08 BR 3D Excavation for foundation in soft rock including shoring andstrutting as necessary and disposing off excavated stuff asdirected etc. complete.



12.09 BR 3E Excavation for foundation in hard rock by blasting includingshoring and strutting as necessary and disposing off excavatedstuff as directed etc. complete.



12.10 BR 3E Excavation for foundation in hard rock by controlled blastingincluding shoring and strutting as necessary and disposing offexcavated stuff as directed etc. complete.



12.11 BR 3F Excavation for foundation in hard rock by chiselling andwedging or line drilling including shoring and strutting asnecessary and disposing off excavated stuff as directed etc.complete. (excluding dewatering)

BR-3 Page No. 102 Cubic Metre 1084 960

95

Sr. No.



GST in Rs.


in Rs.


12.12 BR 3G Excavation for foundation in laterite rock including shoring andstrutting as necessary and disposing off excavated stuff asdirected etc. complete.



12.13 BR 3G Providing and fixing 25mm diameter steel anchor dowel in hardrock including drilling hole of 32 mm diameter up to 0.75 mtrsdepth, placing the dowel in position and effectively groutingthe hole with CM 1:1 proportion etc. complete.

As directed by Engineer in charge.

Number 250 50


12.14 BR 4 A Deleted















96

Sr. No.



GST in Rs.


in Rs.


12.22 BR 4 B Dewatering on BHP basis by using water pump includingdiversion of stream, providing cofferdams, earthern bunds etc.as may be necessary for foundation and other parts of the theworks and pumping out water during and after excavation asmay be required by using 3.0 BHP pump etc. complete. (priorapproval of Superintending Engineer will be necessary)

BR 4 Page No 104.105 Hour 117 83


12.23 BR 4 B Dewatering on BHP basis by using water pump includingdiversion of stream, providing cofferdams, earthern bunds etc.as may be necessary for foundation and other parts of the theworks and pumping out water during and after excavation asmay be required by using 5.0 to 9.0 BHP pump etc. complete.(prior approval of Superintending Engineer will be necessary)

BR 4 Page No 104.105 Hour 135 83


12.24 BR 4 B Dewatering on BHP basis by using water pump includingdiversion of stream, providing cofferdams, earthern bunds etc.as may be necessary for foundation and other parts of the theworks and pumping out water during and after excavation asmay be required by using 10.0 to 19.0 BHP pump etc. complete.(prior approval of Superintending Engineer will be necessary)

BR 4 Page No 104.105 Hour 152 83


12.25 BR 5A Providing and laying in situ / ready mix / ready mix M10cement concrete of trap/ granite/ quartzite/ gneiss metal infoundation including necessary centering, formwork, bailing outwater, compacting and curing etc. complete. (with fullyautomatic micro processor based PLC with SCADA enabledwith reversible drum type mixer/ concrete batch mix plant (panmixer) with natural /artifical sand)

BR.5 Page No. 105 and B.7, Page No. 38



12.27 BR 6 Providing uncoursed rubble stone masonry of trap/ granite/quartzite/ gneiss metal in CM 1:5 for foundation of piers,abutments, wings etc. including bailing out of water, strikingjoints, scaffolding and watering etc. complete.



12.28 BR 8 Providing, fabricating, launching, floating and grounding inposition steel curbs for wells with necessary steel bracings andsteel cutting edges as shown in the detailed drawings andtechnical specifications etc. complete.

BR.8 Page No. 108 Metric Tonne 55495 13961

97

Sr. No.



GST in Rs.


in Rs.


12.29 BR 9A Providing and laying in situ / ready mix / ready mix CC M10 oftrap/ granite/ quartzite/ gneiss metal in the hollow of the steelcurbs including compacting by vibrating and curing etc.complete. (with fully automatic micro processor based PLC withSCADA enabled with reversible drum type mixer/ concretebatch mix plant (pan mixer) with natural/artificial sand)

BR.9 Page No. 109 and B.7, Page No.38



12.31 BR 10 Providing, fabricating and setting out MS cutting edge for RCCwell curbs as per detailed drawings and technicalspecifications etc. complete.



12.32 BR 13A Providing and laying in situ / ready mix / ready mix M20 RCCwork with trap/ granite/ quartzite/ gneiss metal in well steiningincluding shuttering, compacting by vibrating, finishing andcuring etc. complete. (fully automatic micro processor basedPLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with natural/artificalsand, excluding reinforcement)

BR.13 Page No. 112 and B. 7, Page No.38



12.34 BR 13A Providing and laying in situ / ready mix / ready mix M25 RCCwork with trap/ granite/ quartzite/ gneiss metal in well steiningincluding shuttering, compacting by vibrating, finishing andcuring etc. complete. (fully automatic micro processor basedPLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with natural/artificalsand, excluding reinforcement)




12.36 BR Providing and laying in situ / ready mix / ready mix M20 RCCwork with trap/ granite/ quartzite/ gneiss metal in well steiningincluding shuttering, compacting by vibrating, finishing andcuring etc. complete. (fully automatic micro processor basedPLC with SCADA enabled concrete batch mix plant / pan mixerwith natural/artifical sand, excluding reinforcement)




12.38 BR Providing and laying in situ / ready mix / ready mix M25 RCCwork with trap/ granite/ quartzite/ gneiss metal in well steiningincluding shuttering, compacting by vibrating, finishing andcuring etc. complete. (fully automatic micro processor basedPLC with SCADA enabled concrete batch mix plant / pan mixerwith natural /artifical sand, excluding reinforcement)



98

Sr. No.



GST in Rs.


in Rs.


12.40 BR 14 Sinking of wells upto 5.0 metres diameter for foundation throughall strata (except rock) to be removed by grabbing andchiselling soft disintegrated rock including blasting, large scaledewatering, heavy chiselling, cutting by pneumatic tools, allmaterials available to sink through such strata includingremoval of obstacle and use of necessary plant andmachinery, divers etc. and proper seating of the wells etc.complete. (depth 0 to 5 metre)i) Add 30% extra for depth 5 to 10 mii) Add 40% extra for depth 10 to 15 miii) Add 60% extra for depth 15 to 20 miv) Add 100% extra for depth above 20 m

BR.14 Page No. 113 Running Metre

50181 8110


12.41 BR 14 Sinking of wells above 5.0 metres and upto 6.0 metres diameterfor foundation through all strata (except rock) to be removedby grabbing and chiselling soft disintegrated rock includingblasting, large scale dewatering, heavy chiselling, cutting bypneumatic tools, all materials available to sink through suchstrata including removal of obstacle and use of necessary plantand machinery, divers etc. and proper seating of the wells etc.complete. (depth 0 to 5 metre)i) Add 30% extra for depth 5 to 10 mii) Add 40% extra for depth 10 to 15 miii) Add 60% extra for depth 15 to 20 miv) Add 100% extra for depth above 20 m


71929 11625




98055 15847

99

Sr. No.



GST in Rs.


in Rs.




127706 20639




NA NA


12.45 BR 14 Sinking of wells above 9.0 metres and upto 10.0 metresdiameter for foundation through all strata (except rock) to beremoved by grabbing and chiselling soft disintegrated rockincluding blasting, large scale dewatering, heavy chiselling,cutting by pneumatic tools, all materials available to sinkthrough such strata including removal of obstacle and use ofnecessary plant and machinery, divers etc. and proper seatingof the wells etc. complete. (depth 0 to 5 metre)i) Add 30% extra for depth 5 to 10 mii) Add 40% extra for depth 10 to 15 miii) Add 60% extra for depth 15 to 20 miv) Add 100% extra for depth above 20 m


NA NA

100

Sr. No.



GST in Rs.


in Rs.


12.46 BR 14 Extra charges for sinking of various diameter of well foundationin hard rock encountered during sinking by chiselling in wateretc. complete.

BR. 14A Page No. 113 Cubic Metre 1759 1759


12.47 BR 16 Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etc.complete.

BR.16 Page No. 120 Number 4943 893


12.48 BR 16A Providing steel anchor dowel bars of 32 mm diameter and 4 mlength through steining of the wells including provision ofnecessary ducts through staining, drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etc.complete.

BR. 16 Page No. 120 Number 5395 1014


12.49 BR 17A Providing and laying in situ / ready mix / ready mix M15 CC oftrap/ granite /quartzite /gneiss metal for the bottom plugs ofwells in the dry condition including compaction and curingwherever necessary etc. complete. (with fully automatic microprocessor based PLC with SCADA enabled with reversible drumtype mixer/ concrete batch mix plant (pan mixer) with natural/artifical sand)




12.51 BR 17B Providing and laying in situ / ready mix M15 CC of trap/ granite/quartzite /gneiss metal for the bottom plugs of wells underwater including compaction and curing wherever necessaryetc. complete. (with fully automatic micro processor based PLCwith SCADA enabled with reversible drum type mixer/ concretebatch mix plant (pan mixer) with natural /artifical sand)




12.53 BR Deleted


12.55 BR 59 a Providing and laying in situ / ready mix controlled grade of M15of trap /granite /quartzite /gneiss metal for RCC works in cut offwalls / curtain walls including necessary scaffolding, centering,compacting by vibrator, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADAenabled with reversible drum type mixer/ concrete batch mixplant (pan mixer) with natural /artifical sand, excludingreinforcement)



101

Sr. No.



GST in Rs.


in Rs.










12.67 BR Providing and Constructing Temporary Island 16 m diameter forConstruction of Well Foundation for 8m dia. Well. Note:- For other well diameters rate can be worked out on thebasis of cross-sectional area of well. The diameter of the islandshall be in the conformity with clause 1203.2 of MoRTH

433 For depth of water 1.0 m and height of island to be 1.25 m. BR.7. P.No. 107 Number 63295 7035

434 For depth of water 4.0 m and height of island 4.5 m. BR.7. P.No. 107 Number 311312 58938


12.68 BR Providing and Constructing Temporary Island 12 m diameter forConstruction of Well Foundation for 6 m dia. Well. Note:- For other well diameters rate can be worked out on thebasis of cross-sectional area of well. The diameter of the islandshall be in the conformity with clause 1203.2 of MoRTH

436 For depth of water 1.0 m and height of island to be 1.25 m. BR.7. P.No. 107 Number 35604 3957

437 For depth of water 4.0 m and height of island 4.5 m. BR.7. P.No. 107 Number 175113 33153

438 Bridge : Bored Pile

12.69 MORTH Providing weep holes in brick masonry /plain /reinforcedconcrete abutment, wing wall / return wall with 100mmdiameter AC pipe extending through the full width of thestructure with slope of 1V: 20H towards drawing face as perdrawings and technical specifications etc. complete.

MORT and H -2700 and 2200 Running Metre

113 5


12.70 MORTH Back filling behind abutment, wing wall and return wall as perdrawings and technical specifications etc. complete. (bygranular material)

MORT and H 2200 &-710.1.4 of iRC 78

Cubic Metre 609 82

102

Sr. No.



GST in Rs.


in Rs.


12.71 MORTH Back filling behind abutment, wing wall and return wall as perdrawings and technical specifications etc. complete. (by sandymaterial)

MORT and H 2200 &-710.1.4 of iRC 78

Cubic Metre 1140 82


12.72 MORTH Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid downin clause 2504.2.2 of MoRTH specifications to a thickness of notless than 600 mm with smaller size towards the soil and biggersize towards the wall and provided over the entire surfacebehind abutment, wing wall and return wall to the full heightcompacted to a firm condition as per drawing and technicalspecifications etc. complete.

MORT and H 2200 &-710.1.4 of iRC 78


442 Bridge Bearings 13.01 BR 34A Providing and fixing neoprene bearing as per detailed drawingsetc. complete.


Cubic Centimetre

1.0 0.04

443 Bridge Bearings 13.02 BR Providing tar paper bearing including laying in proper positionetc. complete.


Square Metre

60.00 21.00

444 Bridge Bearings 13.03 BR 62 Refer to 14.88

445 Bridge Bearings 13.04 MORTH Supplying, fitting and fixing in position true to line and level caststeel rocker bearing conforming to IRC:83 (Pt-1) section IX andclause 2003 of MoRTH specifications including all accessories asper drawings and technical specifications etc. complete.

MORT and H -2000,1000,2200 & IRC 83-1982

Metric Tonne 248 3

446 Bridge Bearings 13.05 MORTH Supplying, fitting and fixing in position true to line and levelforged steel rocker bearing including all accessories as perdrawings and technical specifications conforming to IRC:83 (Pt-1) section IX and clause 2003 of MoRTH specifications etc.complete.

MORT and H 2000 and 2200 Metric Tonne 271 3

447 Bridge Bearings 13.06 MORTH Supplying, fitting and fixing in position true to line and levelsliding plate bearing with PTFE surface sliding on stainless steelincluding all accessories as per drawings and technicalspecifications and BS:5400, section 9.1 and 9.2 and clause 2004of MoRTH specifications etc. complete.


448 Bridge Bearings 13.07 MORTH Supplying, fitting and fixing in position true to line and levelelastomeric bearing including all accessories as per drawingand technical specifications and IRC:83 (Pt-II) section IX andclause 2005 of MoRTH specifications etc. complete.

MORT and H 2000 and 2200 Cubic Centimetre

1 0

449 Bridge Bearings 13.08 MORTH Supplying, fitting and fixing in position true to line and levelsliding plate bearing with stainless steel plate sliding on stainlesssteel plate with mild steel matrix including all accessories as perdrawings and technical specifications etc. complete.


103

Sr. No.



GST in Rs.


in Rs.

450 Bridge Bearings 13.09 MORTH Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc orunreinforced elastomer confined within a metal cylinder,sealing rings, dust seals, PTFE surface sliding against stainlesssteel mating surface, complete assembly to be of cast steel /fabricated structural steel, metal and elastomer elements to beas per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 ofMoRTH specifications as per drawing and approved technicalspecifications etc. complete.


451 Bridge Super Structure

14.01 BR 35A Providing, cutting, bending, hooking, tying and laying inposition TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.



14.02 BR 35B a Providing and joining 25 mm diameter MS / TMT FE 500 steelreinforcement bars by bottle nuts including supplying and fittingthem in position etc. complete.


Number 789 500


14.03 BR 35B b Providing and joining 32 mm diameter MS /TMT FE 500 steelreinforcement bars by bottle nuts including supplying and fittingthem in position etc. complete.


Number 938 500


14.04 BR 36A Providing welded joints for 25 mm and below diameter bars forsteel reinforcement etc. complete.



14.05 BR 36B Providing welded joints for 32 mm and below diameter bars forsteel reinforcement etc. complete.



14.06 BR Providing and fixing in position to the exact profile andprestressing the high tensile strands to specified ultimatestrength, standard end anchorages, cable ducts, grouting ductsafter prestressing and bearing plates with wedges as perdetailed drawings including necessary plant and machinery forprestressing etc. complete.


Metric Tonne 148412 7345


14.07 BR 38A Providing and laying in situ / ready mix M20 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excludingreinforcement etc. complete. (height up to 4 meter with fullyautomatic micro processor based PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (panmixer) with natural /artifical sand)

BR.38(a) Page No. 135 and B. 7, Page No.38


104

Sr. No.



GST in Rs.


in Rs.


14.15 BR Providing and laying in situ / ready mix M25 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excludingreinforcement etc. complete. (height up to 4 meter with fullyautomatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with Natural / VSIstandard Artificial Sand)

BR.38(b and c) Page No. 135 and B. 7, Page No.38



14.17 BR Providing and laying in situ / ready mix M30 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excludingreinforcement etc. complete. (with fully automatic microprocessor based PLC with SCADA enabled concrete batch mixplant / pan mixer and Natural / VSI standard Artificial Sand)i) Height up to 5 m, normal rate.ii) Depth 5 to 10 m, add 30 percent extra. iii) Depth 10 to 15 m, add 40 percent extra. iv) Depth 15 to 20 m, add 60 percent extra. v) Depth 20 m and above, add 100 percent extra.




14.19 BR 38A Providing and laying in situ / ready mix M20 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin main/ cross girders, diaphrams etc. including ramming,vibrating, curing, formwork, centering and finishing in cementplaster excluding reinforcement etc. complete. (height up to 6meter with fully automatic micro processor based PLC withSCADA enabled reversible drum type mixer/ concrete batchmix plant (pan mixer) and Natural / VSI standard ArtificialSand)




14.27 BR Providing and laying in situ / ready mix M25 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin main/ cross girders, diaphrams etc. including ramming,vibrating, curing, formwork, centering and finishing in cementplaster excluding reinforcement etc. complete. (height up to 6meter with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer withNatural / VSI standard Artificial Sand)



105

Sr. No.



GST in Rs.


in Rs.


14.29 BR Providing and laying in situ / ready mix M30 controlled cementconcrete of trap/ granite/ quartzite/ gneiss metal for RCC workin main/ cross girders, diaphrams etc. including ramming,vibrating, curing, formwork, centering and finishing in cementplaster excluding reinforcement etc. complete. (with fullyautomatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with Natural / VSIstandard Artificial Sand)i) height up to 5 m, normal rate. ii) Depth 5 to 10 m, add 30 percent extra. iii) Depth 10 to 15 m, add 40 percent extra. iv) Depth 15 to 20 m, add 60 percent extra. v) Depth 20 m and above, add 100 percent extra.




14.31 MORTH C1-2604

Providing and laying buried type expansion joint (expansiongap being 20mm) covered with 12mm thick 200 mm widegalvinised weldable structural steel plate as per IS 2062 placedsymmetrically to the centre line of the joint, resting freely overthe top surface of the deck concrete, welding of 8mm diameter100mm long galvanised nails spaced 300mm intervals alongthe centre line of the plate, all as specified in MoRTH clause2604 etc. complete.



14.32 BR 43A Providing copper plate expansion joints as per detailed drawing No. 4/D-1 of 1972 D type etc. complete.


3364 164


14.33 BR 43B Providing expansion joints with 25mm thick bituminous pad asper detailed drawings etc. complete.

BR.43 Page No. 138 Square Metre

663 85


14.34 BR 45 Providing and laying in situ / ready mix 1:4:8 cement concreteof trap /granite /quartzite /gneiss metal for haunch fillingincluding compacting, curing, mixing etc. complete. (with fullyautomatic micro processor based PLC with SCADA enabledwith reversible drum type mixer/ concrete batch mix plant (panmixer) with Natural / VSI standard Artificial Sand)

B R.45 Page No. 139 Cubic Metre 3087 689


14.36 BR 46 Providing trap/ granite/ quartzite/ gneiss rubble filling overhaunches and arches including hand packing etc. complete.


106

Sr. No.



GST in Rs.


in Rs.


14.39 BR Providing and laying in situ / ready mix M20 CC of trap/ granite/quartzite/ gneiss metal for wearing course 8cm thick includingcompacting, finishing, curing and filling in joints with bitumenetc. complete. (with fully automatic micro processor based PLCwith SCADA enabled concrete batch mix plant / pan mixer withNatural / VSI standard Artificial Sand)




14.41 BR 48 Providing vent holes 100mm diameter GI pipe in the slab andwearing course with iron grill at the top and GI pipe at bottomas per drawing etc. complete.



14.44 BR Providing and laying in situ / ready mix M20 RCC of trap/granite/ quartzite/ gneiss metal for RCC work of ballast walls,kerbs and box returns including scaffolding, compaction,formwork finishing and curing etc. complete. (excludingreinforcement, with fully automatic micro processor based PLCwith SCADA enabled concrete batch mix plant / pan mixer withNatural / VSI standard Artificial Sand)




14.47 BR Providing RCC parapet with CC M20 of trap/ granite/ quartzite/gneiss metal with cast in situ/precast panels as per the detaileddrawing including reinforcement, scaffolding, centering,formwork, compacting, finishing and curing etc. complete.(with fully automatic micro processor based PLC with SCADAenabled concrete batch mix plant / pan mixer)

BR.51 (a) Page No. 144 and B. 7, Page No.38

Running Metre

1193 618


14.48 BR 51B Providing railing of mild steel angle post 2.0m center to centerof section 75mm x 75mm x 10mm or equivalent I/C section ofheight 1.05 above bridge surface with minimum anchor lengthof 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cmwith three rows of 40mm B class GI pipe provided at 30cm oncenter to center including scaffolding and one coat ofanticorrosive paint with two coats of oil painting, curing ofconcrete etc. complete.

B.R.51(b) Page No. 145 Running Metre

2413 25

107

Sr. No.



GST in Rs.


in Rs.


14.49 BR 51C Providing RCC railing of cast in situ / ready mix RCC posts withM20 CC of trap/ granite/ quartzite/ gneiss metal for horizontaland vertical members as per detailed drawings includingreinforcement, scaffolding, centering, formwork, compaction,finishing and curing with watering chemical compound etc.complete. (fully automatic micro processor based PLC withSCADA enabled with reversible drum type mixer/ concretebatch mix plant (pan mixer) )

BR.51(c) Page No. 145 and B. 7, Page No.38

Running Metre

1582 197


14.50 BR 55 Providing 100mm diameter GI water spouts as per detaileddrawings in RCC slab and wearing surface / kerb etc.complete.



14.53 BR Providing and casting special grade in M35 controlled cementconcrete for prestressed concrete work for main girderincluding slab, cross girder etc. including centering andscaffolding or launching including necessary plant andmachinery for the job shuttering, vibrating, curing, finishing etc.complete. (fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant or pan mixer withNatural / VSI standard Artificial Sand)

BR-38 Page No.135 and B. 7, Page No.38



14.54 MORTH Providing and laying cement concrete wearing coat M30 gradeincluding reinforcement as per drawings and technicalspecifications etc. complete.

MORT and H 2700 Cubic Metre 6441 1039


14.55 MORTH Providing and laying 6 mm thick mastic asphalt wearing courseon top of deck slab excluding prime coat with paving gradebitumen meeting the requirements given in table 500-29,prepared by using mastic cooker and laid to required level andslope after cleaning the surface including providing antiskidsurface with bitumen precoated fine grained hard stonechipping of 4.75 mm nominal size at the rate of 0.005 cum per10 Sqm and at an approximate spacing of 10 cm center tocenter in both directions, pressed into surface when thetemperature of surfaces not less than 100 deg C, protruding 1mm to 4mm over mastic surface as per clause 515 etc.complete.

MORT and H 500, 2700 Square Metre

178 72


14.56 MORTH Construction of precast RCC railing of M30 Grade, aggregatesize not exceeding 12 mm, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centrespacing between vertical post not to exceed 2000 mm, leavingadequate space between vertical post for expansion as perapproved drawings and technical specifications etc. complete.

MORT and H 2700, 1500, 1600 and 1700

Running Metre

1115 141

108

Sr. No.



GST in Rs.


in Rs.


14.57 MORTH Construction of RCC railing of M30 Grade in situ / ready mix with20 mm nominal size aggregate true to line and grade,tolerance of vertical RCC post not to exceed 1 in 500, center tocenter spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete with fully automatic micro processor PLC with SCADAenabled reversible drum type mixer/ concrete batch mix plant(pan mixer) as per approved drawings and technicalspecifications etc. complete.

MORT and H 2700, 1500, 1600 and 1700

Running Metre

1116 141


14.58 MORTH Providing and laying in PCC M15 grade leveling course belowapproach slab complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concretebatch mix plant (pan mixer) as per drawings and Technicalspecifications etc. complete.

MORT and H 1700 and 2700 Cubic Metre 3703 608


14.59 MORTH Providing and laying of RCC in M30 grade approach slabincluding reinforcement and formwork complete with fullyautomatic micro processor PLC with SCADA enabled reversibledrum type mixer/ concrete batch mix plant (pan mixer) as perdrawings and technical specifications etc. complete.

MORT and H 1500, 1600, 1700 and 2700



14.60 MORTH Providing, transporting and placing in position precastpretensioned concrete girders as per drawings and technicalspecifications etc. complete.

MORT and H 1800, 2300 Cubic Metre 16696 2914


14.61 MORTH Providing and applying two coat of water based cement paintto un plastered concrete surface after cleaning the surface ofdirt, dust, oil, grease, efflorescence etc. complete. (applying 1litre paint on 2 sqmt)

MORT and H 2800, Square Metre

132 21


14.62 MORTH Providing and laying a burried expansion joint, expansion gapbeing 20 mm, covered with 12 mm thick, 200 mm widegalvanized weldable structural steel plate as per IS: 2062,placed symmetrical to center line of the joint, resting freely overthe top surface of the deck concrete, welding of 8 mmdiameter 100 mm long galvanised nails spaced 300 mm c/calong the center line of the plate, all as specified in clause 2604etc. complete.

MORT and H 2600 Running Metre

1400 21


14.63 MORTH Providing and filling 20 mm thick compressible fibre board inexpansion joint complete as per drawings and technicalspecifications etc. complete.


432 7


14.64 MORTH Providing and filling joint sealing compound with coarse sandand 6% bitumen by weight as per drawings and technicalspecifications etc. complete.


27 21

109

Sr. No.



GST in Rs.


in Rs.


14.65 MORTH Providing and laying of asphaltic plug joint to provide forhorizontal movement of 25 mm and vertical movement of 2mm, depth of joint varying from 75 mm to 100 mm, widthvarying from 500 mm to 750 mm in traffic direction covered witha closure plate of 200 mm X 6 mm of weldable structural steelconforming to IS:2062, asphaltic plug to consist of polymermodified bitumen binder, carefully selected single sizeaggregate to 12.5mm nominal size and a heat resistant foamcaulking /backer rod all as per approved drawings andspecifications etc. complete.


1166 47


14.66 MORTH Providing and laying of an elastomeric slab steel expansionjoint, catering to right or skew in less than 20 degree,moderately curved with maximum horizontal movement upto50 mm to be installed by the manufacture / supplier or theirauthorized representative ensuring compliance to themanufactures instructions for installation for road and bridgeworks as per approved drawings and standard specificationsetc. complete.


9427 60


14.67 MORTH Providing and laying of compression seal joint consisting ofsteel armoured nosing at two edges of the joint gap suitablyanchored to the deck concrete and a preformed chloropreneelastomer or closed cell foam joint sealer compressed andfixed into the joint gap with special adhesive binder to cater fora horizontal movement upto 40 mm and vertical movement of 3mm etc. complete.

MORT and H ? 2600 Running Metre

2994 36


14.68 MORTH Providing and laying of a strip seal expansion joint catering tomaximum horizontal movement upto 70 mm to be installed bythe manufacturer / supplier to their authorized representativeensuring compliance to the manufacturers instruction forinstallation as per approved drawings and standardspecifications etc. complete.

MORT and H ? 2600 Running Metre

9660 50


14.69 MORTH Providing and laying boulders apron on river bed for protectionagainst scour with stone boulders weighing not less than 40 kgeach complete as per drawings and Technical specificationsetc. complete. (boulder laid without wire crates)

MORT and H-2500 Cubic Metre 1103 533


14.70 MORTH Providing and laying of boulder apron laid in wire crates madewith 4 mm dia GI wire conforming to IS:2801 and IS:4828 in 100mm X 100 mm mesh weaved diagonally including 10% extra forlaps and joints laid with stone boulder weighing not less than 40kg each etc. complete.


110

Sr. No.



GST in Rs.


in Rs.


14.71 MORTH Providing and laying of apron with cement concrete blocks ofsize 0.50X0.50X0.50m cast in situ / ready mix and made withnominal mix of M15 grade cement concrete with a minimumcement content of 250kg/cum with fully automatic microprocessor PLC with SCADA enabled reversible drum type mixer/concrete batch mix plant (pan mixer) as per IRC:21-2000 etc.complete.



14.72 MORTH Providing and laying pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe ofembankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder)



14.73 MORTH Providing and laying pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe ofembankment complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concretebatch mix plant (pan mixer) as per drawings and technicalspecifications etc. complete. (concrete blocks of size 0.30x0.30x0.30m in CC M15 grade)



14.74 MORTH Providing and laying filter material underneath pitching inslopes as per drawings and technical specifications etc.complete.



14.75 MORTH Laying of a geotextile filter between pitching and embankmentslopes on which pitching is laid to prevent escape of theembankment material through the voids of the stone pitching /cement concrete blocks as well as to allow free movement ofwater without creating any uplift head on the pitching etc.complete.

MORT and H ? 700 and 1500 Square Metre

829 141


14.76 MORTH Providing and laying rubble stone flooring laid in cement mortar1:3 as per drawings and technical specifications etc. complete.



14.77 MORTH Providing and laying cement concrete blocks of M15 gradeflooring laid in cement mortar 1:3 as per drawings and technicalspecifications etc. complete.



14.78 MORTH Construction of dry rubble flooring at cross drainage works etc.complete.



14.79 MORTH Construction of stone masonry curtain wall in cement mortar 1:3as per drawings and technical specifications etc. complete.



14.80 MORTH Deleted

111

Sr. No.



GST in Rs.


in Rs.


14.81 MORTH Providing flexible apron of 100 cm thick comprising of loosestone boulders weighing not less than 40 kg beyond curtain walletc. complete.

MORT and H ? 2500 Cubic Metre 1156 606


14.82 MORTH Providing and construction of a gabian structure for retainingearth with segments of wire crates of size 7.0 x 3.0 x 0.6m eachdivided into 1.5 m compartments by cross netting, made form 4mm galvansed steel wire @ 32kg per 10 sqm having minimumtensile strength of 300Mpa conforming to IS:280 and galvanizingcoating conforming to IS:4826 woven into mesh with doubletwist, mesh size not exceeding 100x100mm, filled with boulderswith least dimension of 200mm, all loose ends to be tied with4mm galvanized steel wire etc. complete.



14.83 MORTH Providing and constructing gabain structures for erosion control,river training works and protection works with wire crates of size2.0m x 1.0m x 0.30m each divided into 1 m compartments by-cross netting, made from 4 mm galvanized steel wire @ 32 kgper 10sqm having minimum tensile strength of 300Mpaconforming to IS:280 and galvanizing coating conforming to IS4826, wovan into mesh with double twist, mesh size notexceeding 100 x 100mm, filled with boulders with leastdimension of 200mm, all loose ends to be securely tied with4mm galvanized steel wire etc. complete.



14.84 MORTH Removal of existing 75mm thick cement concrete wearing coatincluding its disposal complete as per technical specificationwithout causing any detrimental effect to any part of the bridgestructure and removal of dismantled material with all lifts andlead up to 1000m etc. complete.

MORT and H-2800 Square Metre

146 48


14.85 MORTH Removal of existing asphaltic wearing coat comprising of 50mmthick asphaltic concrete laid over 12 mm thick mastic asphaltincluding disposal with all lift and lead upto 100m etc.complete.

MORT and H-2800 Square Metre

110 35


14.86 MORTH Providing and laying cement concrete wearing coat M30 gradewith batch mix type concrete mixer with SCADA includingreinforcement as per drawings and technical specifications etc.complete.

MORT and H ? 2700 Cubic Metre 7282 1061


14.87 MORTH Providing and laying of reinforced cement concrete in M30grade approach slab including reinforcement and formworkcomplete with batch mix type concrete mixer with SCADA asper drawings and technical specifications etc. complete.

MORT and H ? 1500, 1600, 1700 and 2700


112

Sr. No.



GST in Rs.


in Rs.


14.88 BR 62 Providing and laying 0.90 meter thick metal mat consisting ofrubble, oversize metal and normal size metal in specifiedthickness as per detailed drawing including supplying allmaterials, hand packing of rubble, spreading metal in layersand hard murum including watering and compaction withpower roller etc. complete.


Square Metre

849 81


15.01 MORTH Deleted


15.02 BR Providing and laying cast in situ / ready mix M30 RCC for450mm diameter bored piles each of load capacity as perdesign and of specified diameter of as directed, placedthrough steel shell sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing concrete by tremie arrangement, compaction ofconcrete and withdrawal of steel shell with fully automaticmicro processor based PLC with SCADA enabled with reversibledrum type mixer/ concrete batch mix plant (pan mixer) etc.complete.with natural sand /VSI quality artifical sand

BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1869 444


15.03 MORTH Excavation for foundation of structure as per drawing andtechnical specifications including setting out, construction ofshoring , brushing, removal of stumps and other deleteriousmatter, dressing of side and bottom and back filling withapproved material etc. complete. (in marshy soil up to 3.00meter depth.

M.O.R.T and H - 304 Cubic Metre 577 478


15.04 BR Providing and laying cast in situ / ready mix M30 RCC for 475mm diameter bored piles each of load capacity as per designand of specified diameter of as directed, placed through steelshell sunk to the required depth through all strata except rock,excluding provision of reinforcement including placingconcrete by tremie arrangement, compaction of concrete andwithdrawal of steel shell with fully automatic micro processorbased PLC with SCADA enabled with reversible drum typemixer/ concrete batch mix plant (pan mixer) etc.complete.with natural sand /VSI quality artifical sand

BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1941 470


15.05 MORTH Providing and filling annular space around footing in rock byusing concrete of M15 grade etc. complete.


113

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2048 459


15.07 MORTH Providing and filling sand in foundation trenches / below Raft asper drawing and technical specifications etc. complete.(Coarse Sand and Gravel )

M.O.R.T and H - 300,2100 Cubic Metre 1216 142



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2161 559


15.09 MORTH Providing stone masonry work in cement mortar 1:3 infoundation with watering complete as per drawings andtechnical specifications etc. complete. (coursed rubblemasonry, first sort)




BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2271 607

114

Sr. No.



GST in Rs.


in Rs.


15.11 MORTH Providing stone masonry work in cement mortar 1:3 infoundation with watering complete as per drawings andtechnical specifications etc. complete. (random rubblemasonry)




BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3229 715


15.13 MORTH Providing and laying PCC in M15 grade levelling course of 100mm thick below pile cap with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concretebatch mix plant (pan mixer) etc. complete.

M.O.R.T and H - 1100, 1700 Cubic Metre 3233 690



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3361 770


15.15 MORTH Providing Ist class brick masonry work in 1:3 in sub structurecomplete with watering as per drawings and technicalspecifications etc. complete. (excluding pointing andplastering)

MORT and H ? 1300, 2200 Cubic Metre 4366 901

115

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3499 827


15.17 MORTH Deleted



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

4980 1112


15.19 MORTH Deleted



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

5322 1253


15.21 MORTH Deleted


15.22 BR Deleted

116

Sr. No.



GST in Rs.


in Rs.


15.23 MORTH Refer 12.69


15.24 BR Deleted


15.25 MORTH Refer to 12.70


15.26 BR Deleted




15.28 BR Deleted




15.30 BR Deleted




15.32 BR Deleted




15.34 BR Deleted




15.36 BR Deleted





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1857 442

117

Sr. No.



GST in Rs.


in Rs.





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1955 483





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2059 526





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2167 572



118

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2289 620





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3224 715





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3358 770



119

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3500 827





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

4980 1112





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

5322 1253



120

Sr. No.



GST in Rs.


in Rs.



BR-21 , MORTH - 1100 and 1700

Running Metre

5499 1326





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

6741 1527





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

6684 1810



121

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

8399 1797





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

8841 1963





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

9305 2139



122

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

10956 2555





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

17135 3992




15.74 BR Deleted




15.76 BR Deleted




15.78 BR Deleted




15.80 BR Deleted



123

Sr. No.



GST in Rs.


in Rs.


15.82 BR Deleted




15.84 BR Deleted




15.86 BR Deleted




15.88 BR Deleted




15.90 BR Deleted




15.92 BR Deleted




15.94 BR Deleted


15.95 MORTH Deleted


15.96 BR Deleted




15.98 BR Deleted




15.100 BR Deleted




15.102 BR Deleted

124

Sr. No.



GST in Rs.


in Rs.




15.104 BR Deleted




15.106 BR Deleted




15.108 BR Deleted





BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1838 390



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

1938 441

125

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2026 466



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2134 508



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

2248 552

126

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3193 650



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3323 700


15.117 BR Providing and laying cast in situ / ready mix M35 RCC for 650mm diameter bored piles each of load capacity as per designand of specified diameter of as directed, placed through steelshell sunk to the required depth through all strata except rock,excluding provision of reinforcement including placingconcrete by tremie arrangement, compaction of concrete andwithdrawal of steel shell with fully automatic micro processorbased PLC with SCADA enabled with reversible drum typemixer/ concrete batch mix plant (pan mixer) etc.complete.with natural sand /VSI quality artifical sandoncretebatch mix plant / pan mixer etc. complete.

BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

3459 752

127

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

4924 1011



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

5378 1243



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

5434 1206

128

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

6089 1418



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

6589 1646



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

8360 1797

129

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

8796 1963



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

9258 2139



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

10898 2555

130

Sr. No.



GST in Rs.


in Rs.



BR-21 Page 124, MORTH - 1100 and 1700

Running Metre

17043 3992


15.128 BR Providing, placing and driving in position 6mm thick permanentMS liner up to required depth with 12 mm thick MS cutting edgeof 0.50 meter length of bottom including fabricating, cutting theMS sheet to required diameter and shape, welding the jointsand driving with the help of required machineries, all materials,labour and lift etc. complete.

MORTH 4th Revision No.1204 and 1904


639 Bridge Maintenance

16.01 BR Providing and injecting epoxy grout including structuring ofcrack in the body of slab girder by sand blasting, fixing inlettube arrangement including cost of materials, machineryrequired for the work and labour charges etc. complete.


Kilogram 811 116


16.02 BR Repairing of honey combed or spilling area by chipping out thedamaged spalled or honey combed portion of concrete up torusted rebars, cleaning of all rust, scale and loose materials,scaffolding, compressed air machinery etc. complete. (itemincludes use of air compressor, chipping machine andscaffolding for height 8 to 10 meter)


Square Metre

548 42


16.03 BR Providing and applying well mixed polymer cement slurry inratio 1:2 over well soaked but surface dry concrete and steelrebar for adhesion of fresh cement and sand mortar as perspecification as directed etc. complete. (item includes use ofpolymers like sikalatex or similar materials of relevantspecification and scaffolding for height 8 to 10 meter)


Square Metre

499 42


16.04 BR Repairs of expansion joints by removing rich mix cementconcrete including stacking the spoil as directed with all leads,lifts etc. complete. (use of equipments like air compressor isconsidered in the item)


Square Metre

2238 757

131

Sr. No.



GST in Rs.


in Rs.


16.07 BR Providing and laying in situ / ready mix M35 grade RCCjacketing work around the existing piers of bridges etc.complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer withnatural sand, height of 8 to 10 meter)




16.09 BR Providing and injecting epoxy grout including structuring ofcracks in the body of slab girder, fixing inlet tube arrangementincluding cost of materials, machinery required for the worklabour charges etc. (2kg of grout is considered per hole)


Number 1336 208


16.10 Road Main. Deleted


16.11 Road Main. Deleted

132

Sr. No.



GST in Rs.


in Rs.

SSR 2017-2018 : Proposed New Items for Bridge


17.01 BR Extra for Chiselling in hard rocks including removing andstacking the loose material and disposing the unserviceablematerials as directed etc. complete.A) With Concrete Mixer (i) 550 mm dia

MORT&H (5th Rev.) 1111 Running Meter

710 710


17.02 BR Extra for Chiselling in hard rocks including removing andstacking the loose material and disposing the unserviceablematerials as directed etc. complete.A) With Concrete Mixer (ii) 650 mm dia


946 946


17.03 BR Extra for Chiselling in hard rocks including removing andstacking the loose material and disposing the unserviceablematerials as directed etc. complete.A) With Concrete Mixer (iii) 900mm dia


1185 1185


17.04 BR Extra for Chiselling in hard rocks including removing andstacking the loose material and disposing the unserviceablematerials as directed etc. complete.A) With Concrete Mixer iv) 1000 mm dia


1869 1869

651 Bridge : Well Foundation

17.05 BR Providing and Constructing Temporary Island 16 m diameter forConstruction of Well Foundation for 8m dia. Well. Note:- For other well diameters rate can be worked out on thebasis of cross-sectional area of well. The diameter of the islandshall be in the conformity with clause 1203.2 of MoRTHa) For depth of water 1.0 m and height of island to be 1.25 m.(Well Diameter - 8m), ( Island Diameter- 16m)

MORT&H (5th Rev.) 1204 Number 63296 7035


17.06 BR Providing and Constructing Temporary Island 16 m diameter forConstruction of Well Foundation for 8m dia. Well. Note:- For other well diameters rate can be worked out on thebasis of cross-sectional area of well. The diameter of the islandshall be in the conformity with clause 1203.2 of MoRTHb) For depth of water 4.0 m and height of island to be 4.50 m.(Well Diameter - 8m), ( Island Diameter- 16m)


133

Sr. No.



GST in Rs.


in Rs.


17.07 BR Sinking of 5 m Dia. well for foundation in hard strata (HardRock)/Boulder etc. which can be removed by grabing andchiselling soft disintegrated rock which requires special efforts,including blasting, large scale dewatering, heavy chiselling,cutting by pneumatic tools and all materials available to sinkthrough such strata including removal of obstacles and use ofnecessary plant and machinery, driver etc and proper setting ofwells including all methods except pneumatic sinking (depth 0to 5 Metres).Note : Add1)30% Extra for 5 to 10 M depth2)40% Extra for 10 to 15 M depth3) 60% Extra for depth 15 M to 20 M4) 100% Extra for depth above 20 M.


43305 7298




65194 9242




80293 11666

134

Sr. No.



GST in Rs.


in Rs.




108872 14540




119820 16033




135756 18540

135

Sr. No.



GST in Rs.


in Rs.


17.13 BR Providing and constructing one span service road 10m wide toreach island location. For 1 pier location to another pierlocation ( Depth of standing water 1 m)


4084 95


17.14 BR Providing and laying in situ / ready mix M-20 cement concreteTrap/ Granite/ Quartzite/ Gneiss metal for R.C.C. well curbsincluding necessary compacting by vibrating, finishing andcuring complete. with Natural / VSI standard Artificial Sand(excluding reinforcement and including shuttering) A) WithBatch Mix Plant With fully automatic micro processor based PLCwith SCADA enabled

MORT&H (5th Rev.) 1205 Cubic Meter 4717 1057











17.18 BR Providing and laying in situ / ready mix M-20 cement concretetrap / granite / quartizite / gneiss metal for the intermediateplug of wells in the dry or under water including compation byvibrating and curing wherever necessary etc complete withNatural / VSI standard Artificial Sand D) INTERMEDIATE PLUG With Batch Mix Plant, With fully automatic micro processorbased PLC with SCADA enabled (


136

Sr. No.



GST in Rs.


in Rs.








17.21 BR Providing and laying in situ / ready mix M-25 cement concreteof trap / granite / quartzite/ gniess metal for top plug of wellsincluding compaction by vibration and curing etc completecentering formwork shall be of steel/plywood B) With Batch Mix PlantWith fully automatic micro processor based PLC with SCADAenabled



17.22 BR Providing and laying in situ / ready mix M-30 cement concreteof trap / granite / quartzite/ gniess metal for top plug of wellsincluding compaction by vibration and curing etc completecentering formwork shall be of steel/plywood B) With Batch Mix PlantWith fully automatic micro processor based PLC with SCADAenabled



17.23 BR Providing and laying in situ / ready mix M-25 cement concreteof trap / granite / quartzite/ gniess metal for reinforced cementconcrete well caps including necessary formwork compactionby vibrating finishing in CM 1:3 with Natural / VSI standardArtificial Sand etc complete (Excluding reinforcement) A) Well Cap (With with reversible drum type mixer/ concretebatch mix plant (pan mixer) .

MORT&H (5th Rev.) 1700, 2205,2304


137

Sr. No.



GST in Rs.


in Rs.



MORT&H (5th Rev.) 1700, 2205,2304




MORT&H (5th Rev.) 1700, 2205,2304



17.26 BR Providing Sump pit in hard strata in wells as diercted or asshown in drawing including shoring and strutting as necessaryand disposing of excavted stuff

As directed by Engineer-in Charge



17.27 BR Providing and filling in well with sand/ rubble andsand/ shingle and sand including compacting between the topand bottom plugs etc. Complete


674 Bridge substructure andFoundation

17.28 BR Providing and laying plain in situ / ready mix M-20 cementconcrete of trap/ granite/quartzite/gneiss/crushed stone metalmechanically mixed, placed in foundation and compacted byvibration including necessary bailing out water, curing curingconcrete batch mix plant / pan mixer with Natural / VSIstandard Artificial Sand) (excluding dewatering by pump) for 14days RCC Grade.With Concrete Mixer





138

Sr. No.



GST in Rs.


in Rs.








17.32 BR Providing and laying in situ / ready mix M-20 controlledreinforced cement concrete of trap metal for raft slab including"V" haunches, formwork, scaffolding, compaction by vibrating,finishing curing etc. complete. concrete batch mix plant / panmixer with Natural / VSI standard Artificial Sand) etc. complete.(excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batchmix plant (pan mixer) .

MORT&H (5th Rev.) 1700, 2304 Cubic Meter 3816 665







139

Sr. No.



GST in Rs.


in Rs.





17.36 BR Prividing and fixing pressure relief pipes of 100 mm diametre ofAC / PVC as per drawing for R.C.C Raft, galaries returns,abutments, wing wall etc complete.

MORT&H (5th Rev.) 2705, 2706 Running Meter

248 50


17.37 BR Providing and laying weep holes of 100 mm diameter AC/PVCpipes as per drawing for abutment returns, return walls etc.Complete.

MORT&H (5th Rev.) 2705, 2706 Running Meter

256 54


17.38 BR Providing and laying in situ / ready mix M-15 plain cementconcrete of trap /granite/quartzite/ gneiss metal for cast in citupiers, abutment, returns, wings etc. including provision of "V"shaped false joints to form suitable panels on the faces toapprove design with compacting by vibrating and curingcomplete, including plywood/steel form work centering (excluding dewatering by means of pump) and includingbailling out water and curing finishing in CM 1:3 etc. complete.as directed by engineer in charge basic rate shall beincreased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSIstandard Artificial Sand ( A) Depth to 10 m percent extra for rate ( B ) Depth upto 15 m Add 40 percent extra for rate ( C ) Depth upto 20 m Add 60 percent extra for rate ( D ) Depth upto 20 m Add 100 percent extra for rate


140

Sr. No.



GST in Rs.


in Rs.


17.39 BR Providing and laying in situ / ready mix M-20 plain cementconcrete of trap /granite/quartzite/ gneiss metal for cast in citupiers, abutment, returns, wings etc. including provision of "V"shaped false joints to form suitable panels on the faces toapprove design with compacting by vibrating and curingcomplete, including plywood/steel form work centering (excluding dewatering by means of pump) and includingbailling out water and curing finishing in CM 1:3 etc. complete.as directed by engineer in charge basic rate shall beincreased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSIstandard Artificial Sand ( A) Depth to 10 m percent extra for rate ( B ) Depth upto 15 m Add 40 percent extra for rate ( C ) Depth upto 20 m Add 60 percent extra for rate ( D ) Depth upto 20 m Add 100 percent extra for rate



17.40 Providing and laying in situ / ready mix M-25 plain cementconcrete of trap /granite/quartzite/ gneiss metal for cast in citupiers, abutment, returns, wings etc. including provision of "V"shaped false joints to form suitable panels on the faces toapprove design with compacting by vibrating and curingcomplete, including plywood/steel form work centering (excluding dewatering by means of pump) and includingbailling out water and curing finishing in CM 1:3 etc. complete.as directed by engineer in charge basic rate shall beincreased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSIstandard Artificial Sand ( A) Depth to 10 m percent extra for rate ( B ) Depth upto 15 m Add 40 percent extra for rate ( C ) Depth upto 20 m Add 60 percent extra for rate ( D ) Depth upto 20 m Add 100 percent extra for rate


141

Sr. No.



GST in Rs.


in Rs.







142

Sr. No.



GST in Rs.


in Rs.


17.43 BR Providing and laying in situ / ready mix M-20 plain cementconcrete of trap /granite/quartzite/ gneiss metal for cast in citupiers, abutment, returns, wings etc. including provision of "V"shaped false joints to form suitable panels on the faces toapprove design with compacting by vibrating and curingcomplete, including plywood/steel form work centering (excluding dewatering by means of pump) and includingbailling out water and curing finishing in CM 1:3 etc. complete.as directed by engineer in charge basic rate shall beincreased for height above 5..00 m in followinh manners b) Height upto 5 M. (With Batch Mix Plant)With fully automatic micro processor based PLC with SCADAenable with Natural / VSI standard Artificial Sand (A) Depth to 10 m percent extra for rate for (B) Depth upto 15 m Add 40 percent extra for rate (C) Depthupto 20 m Add 60 percent extra for rate ( D ) Depth upto 20 mAdd 100 percent extra for rate





143

Sr. No.



GST in Rs.


in Rs.







144

Sr. No.



GST in Rs.


in Rs.


17.47 BR Providing and laying in situ / ready mix M-20 cement concreteof trap /granite/quartzite/ gneiss metal for cast in citu R.C.C.solid piers,column etc . including provision of V shaped falsejoints to form suitable panels on the faces to approve designwith compacting by vibrating and curing complete. Includingplywood/steel formwork, centering ( excluding dewatering bymeans of pump) and including bailling out water and includingCM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer)

MORT&H (5th Rev.) 1700, 2204, 2304




MORT&H (5th Rev.) 1700, 2204, 2304




MORT&H (5th Rev.) 1700, 2204, 2304




MORT&H (5th Rev.) 1700, 2204, 2304


145

Sr. No.



GST in Rs.


in Rs.


17.51 BR Providing trap/granite/quartzite/gneiss rubble filling overhaunches and arches including hand packing. Spec. No.: BR.34 Page No. 146



17.52 BR Providing and laying in situ / ready mix controlled M-20 cementconcrete of of trap / granite / quartzite/ gniess metal forreinforced cement concrete caps over piers and abutmentsincluding necessary sacffolding plywood/steel formwork,compacting by vibrating, finishing in CM 1:3 and curing etccomplete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer) . with Natural / VSI standard Artificial Sand

MORT&H(5th Rev.) 1700, 2205, 2304




MORT&H(5th Rev.) 1700, 2205, 2304




MORT&H(5th Rev.) 1700, 2205, 2304




MORT&H(5th Rev.) 1700, 2205, 2304


146

Sr. No.



GST in Rs.


in Rs.


17.56 BR Providing and placing Cage Unit, with 12 m Dia of each cage inthe unit, for each support of staging for 6 m well foundation totwo lane bridge, embedded 0.50m below the bed and raised0.50m above HTL, comprising 25mm dia vertical HYSD bars/ISMB Sections and bamboos within, strirrups of 25mm and12mm dia - HYSD bars, including boulder filling with void fillingand compaction, with reinforcement, Bolts, fabrication andplacing cage in position as per design and drawing complete. 1). For depth of water 5.0 M(Item shall be included in Estimate with prior permission of SE,with due attention to site condition and actual requirement forcreek bridges. Depth of standing water shall be verified andcertified by EE for each span seperately, and accordinlyprovisions shall be made) For intermidiate depth of water rateshall be derived by interpolation.



17.57 BR Providing and placing Cage Unit, with 12 m Dia of each cage inthe unit, for each support of staging for 6 m well foundation totwo lane bridge, embedded 0.50m below the bed and raised0.50m above HTL, comprising 25mm dia vertical HYSD bars/ISMB Sections and bamboos within, strirrups of 25mm and12mm dia - HYSD bars, including boulder filling with void fillingand compaction, with reinforcement, Bolts, fabrication andplacing cage in position as per design and drawing complete. 1). For depth of water 10.0 M(Item shall be included in Estimate with prior permission of SE,with due attention to site condition and actual requirement forcreek bridges. Depth of standing water shall be verified andcertified by EE for each span seperately, and accordinlyprovisions shall be made) For intermidiate depth of water rateshall be derived by interpolation.


704 Bridge SuperStructure

17.58 BR Providing and laying in situ / ready mix M-20 cement concreteof trap / granite / quartzite/ gniess metal for reinforced cementconcrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating,finishing in CM 1:3 and curing complete (Excludingreinforcement) Using reversible drum type mixer/ concrete batch mix plant(pan mixer) .

MORT&H (5th Rev.) 1700, 2205, 2304


147

Sr. No.



GST in Rs.


in Rs.



MORT&H (5th Rev.) 1700, 2205, 2304




MORT&H (5th Rev.) 1700, 2205, 2304




MORT&H (5th Rev.) 1700, 2205, 2304




MORT&H (5th Rev.) 1700, 2205, 2304




MORT&H (5th Rev.) 1700, 2205, 2304


148

Sr. No.



GST in Rs.


in Rs.



MORT&H (5th Rev.) 1700, 2205, 2304



17.65 BR Providing and cutting bending, hooking, laying in position andtying HCRM/ CRS for reinforcement as per detailed drawings forR.C.C. work Note : Where item no 34(c) considered in estimate,Anti Corrosive Treatment Shall not be considered additionaly.HCRM : High Corrosion Resistance Marine. CRS : CorrosionResistance Steel.

Specifications : MORT&H (5th Rev.) 1600



17.66 BR Chipping and dressing of the R.C.C. piles upto 0.60 meterincluding cleaning reinforcement and removal of dismantledmaterials upto a distance of 50 meter beyond the building areaetc. for providing pile caps.

Specifications : MORT&H (5th Rev.) 2604

Number 457 457

149

Sr. No.



GST in Rs.


in Rs.

SSR 2017-2018 : Building713 Excavation 21.01 BDA 1 Deleted

714 Excavation 21.02 BDA 1 Excavation for foundation in earth, soil of all types, sand, graveland soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stackingand spreading as directed, dewatering, preparing the bed forthe foundation and necessary back filling, ramming, wateringincluding shoring and strutting etc. complete. (Lift upto 1.5 m.)

Bd.A.1 Page No. 259 Cubic Metre 125 53

715 Excavation 21.03 BDA 1 Deleted

716 Excavation 21.04 BDA 1 Excavation for foundation in earth, soils of all types, sand,graveland soft murum, including removing the excavated materialupto a distance of 50 metres beyond the building area andstacking and spreading as directed, dewatering, preparing thebed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete. (Lift from1.5m to 3.0m)



718 Excavation 21.06 BDA 2 Excavation for foundation in hard murum including removingthe excavated material upto distance of 50 metres beyond thebuilding area and stacking and spreading as directed,dewatering, preparing the bed for the foundation andnecessary back filling, ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.50 m)



720 Excavation 21.08 BDA 2 Excavation for foundation in Hard murum including removingthe excavated material upto a distance of 50 metres beyondthe building area and stacking and spreading as directed,dewatering, preparing the bed for the foundation andnecessary back filling, ramming, watering including shoring andstrutting etc. complete. (Lift from 1.5 to 3.0m.)



722 Excavation 21.10 BDA 3 Excavation for foundation in hard murum and bouldersincluding removing the excavated material up to a distance 50metres, beyond the building area and stacking and spreadingas directed, dewatering, preparing the bed for the foundationand necessary back filling, ramming, watering including shoringand strutting etc. complete. (Lift upto 1.5m.)



150

Sr. No.



GST in Rs.


in Rs.

724 Excavation 21.12 BDA 3 Excavation for foundation in Hard murum and bouldersincluding removing the excavated material upto a distance of50 metres, beyond the building area and stacking andspreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, wateringincluding shoring and strutting etc. complete. (Lift from 1.5 m to3.0 m.)



726 Excavation 21.14 BDA 4 Excavation for foundation in Soft rock and old cement or limemasonry foundations including removing the excavatedmaterial upto a distance of 50 metres beyond the building areaand stacking as directed, including dewatering, preparing thebed for the foundation and necessary back filling with availableearth /murum, ramming, watering including shoring andstrutting etc. complete (lift upto 1.5m)



728 Excavation 21.16 BDA 4 Excavation for foundation in Soft rock and old cement or limemasonry foundations including removing the excavatedmaterial upto a distance of 50 metres beyond the building areaand stacking as directed, including dewatering, preparing thebed for the foundation and necessary back filling with availableearth/murum, ramming ,watering including shoring and struttingetc. complete. (Lift from 1.5m To 3.0 m.)


729 Excavation 21.17 BDA 5 Excavation for foundation in Hard rock by blasting includingtrimming and leveling the bed by chiseling where necessaryand removing the excavated material and stacking it inmeasurable heaps within a distance of 50 metres from thebuilding area including dewatering and back filling withavailable earth/murum, watering, ramming, etc. complete. (Liftupto 1.5m)


730 Excavation 21.18 BDA 5 Excavation for foundation in Hard-rock by blasting includingtrimming and leveling the bed by chiselling where necessaryand removing the excavated material and stacking it inmeasurable heaps within a distance of 50 metres from thebuilding area including dewatering and back filling withavailable earth/murum watering, ramming etc. complete. (Liftfrom 1.5m To 3.0 m)


151

Sr. No.



GST in Rs.


in Rs.

731 Excavation 21.19 BDA 5 B1 Excavation for foundation in Hard-rock by controlled blastingincluding trimming and leveling the bed by chiselling wherenecessary and removing the excavated material and stackingit in measurable heaps within a distance of 50 metres. from thebuilding area including dewatering and back filling withavailable earth soil /murum watering, ramming etc. complete.(Lift upto 1.5m)


732 Excavation 21.20 BDA 6 Excavation for foundation in Hard rock by chiselling, wedging,line drilling, etc. including trimming and levelling the bed,removing the excavated material upto a distance of 50 metresbeyond the building area stacking as directed, dewatering andback filling with available earth/ murum watering, ramming etc.complete. (Lift upto 1.5 m).


733 Excavation 21.21 BDA 7 Excavation for foundation in laterite rock (soft or hard) includingtrimming and levelling the bed for the foundation, removing theexcavated material up to a distance of 50 metres beyond thebuilding area, stacking as directed, dewatering and back fillingwith available murum, watering, ramming etc. complete. (Liftupto 1.5 m.)

Bd.A.7, Page No. 260 Cubic Metre 837 670

734 Excavation 21.22 BDW Providing preconstructional antitermite treatment as per I.S.6313 (Part-II) by treating the bottom surface and sides ofexcavation at the rate of 5 litres of emulsion concentrate of 1.0percent of chlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.


Square Metre

57 3

735 Excavation 21.23 BDW Providing preconstructional antitermite treatment as per I.S.6313 (Part-II) treatment by treating the backfill in immediatecontact with foundation at the rate of 5 litres of emulsionconcentrate of 1.0 percent of clorophyrifos per square metre ofvertical surface area covering 10 years guarantee on bondpaper.


Square Metre

60 3

736 Excavation 21.24 BDW Providing preconstructional antitermite treatment as per I.S.6313 (Part-II) by treating the top surface of plinth filling at therate of 5 litres of emulsion concentrate at 1.0 percent ofclorophyrifos per square metre of surface area covering tenyears guarantee on bond paper.


Square Metre

58 4

737 Excavation 21.25 BDW Providing preconstructional antitermite treatment as per I.S.6313 (Part-I) to the soil along the external face of building bypunching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cmdeep at 15 cm c/c as close to the wall as possible and to inject0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres perhole and sealing the same with proper filling and covering 10years guarantee on bond paper.


Square Metre

94 13

152

Sr. No.



GST in Rs.


in Rs.

738 Excavation 21.26 BDW Providing antitermite treatment to the wooden frames ofdoors/windows of the existing building as per I.S. 6313 (Part-III)by drilling 6mm dia. holes at four corners on one side and fourcorners on other side at a downward angle of about 45 degreeat the junction of wood work and masonary and injecting 150ml. of chlorodane 5% W.C. and sealing by filling putty etc.complete covering 2 years guarantee on bond paper.


Number 40 6

739 Excavation 21.27 BDW Providing antitermite treatment to the joints of woodenbeams/joist used for the roof work of the existing building as perI.S. 6313 (Part-III) by drilling 6mm dia. holes at a downwardangle of about 45 degree at the junction of wood work andmasonary and injecting 80 ml. of chlorodane 5% W.C. andsealing by filling putty etc. complete covering 2 yearsguarantee on bond paper.


Number 31 9

740 Excavation 21.28 BDW Providing antitermite treatment to the sides of flooring of theexisting building as per I.S. 6313 (Part-III) by punching holes6mm dia. drilled at a distance of 30cm. centre to centre andinjecting one percent of chlorodane emulsion concentrate atthe rate of 50 ml per hole and sealing by filling putty etc.complete covering 2 years guarantee on bond paper.


Number 13 6

741 Excavation 21.29 BDW Providing antitermite treatment around the periphery of theexisting building as per I.S. 6313 (Part-III) by excavatingtrenches of 20cm width and exposing the sides of columns andplinth beams upto a depth of 300mm and injecting one percentof chlorodane emulsion concentrate at the rate of 2.25 litres perRmt and refilling the trenches etc. complete covering 2 yearsguarantee on bond paper.


Running Metre

35 19

742 Excavation 21.30 BDW Providing general pest control services to the building to controlthe nuisance of cockroaches, lizards, pin bores and otherinsects etc. with 4 operations in a year and monthly check up.


Square Metre

13 4

743 Excavation 21.31 BDW Providing general pest control services to small size ofinspection chamber to control the nuisance of cockroachesduring the year with monthly check up.


Number 96 10

744 Excavation 21.32 BDW Providing general pest control services to big size of inspectionchamber to control the nuisance of cockroaches during theyear with monthly check up.


Number 192 10

745 Excavation 21.33 BDW Labour charges for removing grass, thorney shrubs, Jungli shrub,Kubabul and alike grass along roadside making the groundclean by showel and phavaras etc. complete.


Square Metre

8 8

153

Sr. No.



GST in Rs.


in Rs.

746 Excavation 21.34 BDW Removing grass, gazer grass and disposing off out of buildingpremises including making clean the ground by shovel andphavaras etc. complete.


Square Metre

4 4

747 Excavation 21.35 0 Deleted 0Spec. No.: M.O.R.T and H - 304

748 Excavation 21.36 BDA 10 Filling in plinth and floors with approved excavated material in15cm. to 20cm. layers including watering and compacting etc.complete.


749 Excavation 21.37 BDA 11 Filling in plinth and floors with contractors material/broughtfrom outside and approved by Engineer incharge in layers of15 cm to 20 cm including watering and compaction etc.complete.


750 Excavation 21.38 BDA 12 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stonesoling 15 cm to 20 cm thick including hand packing andcompacting etc. complete.

Bd.A. 12 Page No. 264 Cubic Metre 516 146

751 Excavation 21.39 BDA 13 Providing and filling in the foundation with sand of approvedquality including watering, compacting etc. complete. (To beexecuted with prior approval of Superintending Engineer)


752 Excavation 21.40 BDA Providing soling using 80 mm size trap metal in 15 cm. layerincluding filling voids with Crushed sand/grit, ramming, wateringetc. complete.


Cubic Metre 699 279

753 Pile Foundation: Building

22.01 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-20 RCCsingle rim bored pile of 225 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangement, compaction ofconcrete including chipping and dressing including chippingand dressing if required etc. complete. (Excluding steelreinforcement)


Running Metre

546 109

154

Sr. No.



GST in Rs.


in Rs.


22.02 Bd-B Providing and laying cast in situ / Ready Mix Cement Concretesingle rim bored pile of 300 mm dia. each of load capacity asper design and of specified diameter of pile and bulb asdirected, sunk to the required depth through all strata exceptrock, excluding provision of reinforcement including placingwith fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand by tremie arrangement compaction of concreteincluding chipping and dressing etc. complete. (Excluding steelreinforcement)


Running Metre

653 109


22.03 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-20 for single rim bored pile of 380 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangement compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

874 109




Running Metre

1130 109

155

Sr. No.



GST in Rs.


in Rs.


22.05 Bd-B Providing M-20 RCC cast in situ single rim bored pile of 535 mmdia. each of load capacity as per design and of specifieddiameter of pile and bulb as directed, sunk to the requireddepth through all strata except rock, excluding provision ofreinforcement including placing with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand by tremiearrangement compaction of concrete including chipping anddressing etc. complete. (Excluding steel reinforcement)


Running Metre

1534 109




Running Metre

1918 109




Running Metre

565 109

156

Sr. No.



GST in Rs.


in Rs.


22.08 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for single rim bored pile of 300 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock,excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangement compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

690 109




Running Metre

937 109




Running Metre

1225 109

157

Sr. No.



GST in Rs.


in Rs.


22.11 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-20 for double rim bored pile of 225 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock,excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangement compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

554 109




Running Metre

752 109




Running Metre

1069 109

158

Sr. No.



GST in Rs.


in Rs.




Running Metre

1453 109


22.15 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for double rim bored pile of 225 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock,excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared in reversible drumtype concrete mixer by tremie arrangement, compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

576 109


22.16 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for double rim bored pile of 300 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared in reversible drumtype concrete mixer by tremie arrangement, compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

800 109

159

Sr. No.



GST in Rs.


in Rs.


22.17 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for double rim bored pile of 380 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared in reversible drumtype concrete mixer by tremie arrangement, compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

1157 109


22.18 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for double rim bored pile of 450 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock, excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared in reversible drumtype concrete mixer by tremie arrangement, compaction ofconcrete including chipping and dressing etc. complete.concrete prepared in reversible drum type concrete mixer bytremie arrangement, compaction of concrete includingchipping and dressing etc. complete. (Excluding steelreinforcement)


Running Metre

1587 109


22.19 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for double rim bored pile of 535 mm dia. each of loadcapacity as per design and of specified diameter of pile andbulb as directed, sunk to the required depth through all strataexcept rock,excluding provision of reinforcement includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared in reversible drumtype concrete mixer by tremie arrangement, compaction ofconcrete including chipping and dressing etc. complete.(Excluding steel reinforcement)


Running Metre

2283 109

160

Sr. No.



GST in Rs.


in Rs.


22.20 Bd-B Providing and laying cast in situ / Ready Mix Cement ConcreteM-25 for in situ double rim bored pile of 600 mm dia. each ofload capacity as per design and of specified diameter of pileand bulb as directed, sunk to the required depth through allstrata except rock, excluding provision of reinforcementincluding placing with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand by concrete prepared inreversible drum type concrete mixer by tremie arrangement,compaction of concrete including chipping and dressing etc.complete.concrete prepared in reversible drum type concretemixer by tremie arrangement, compaction of concreteincluding chipping and dressing etc. complete. (Excludingsteel reinforcement)


Running Metre

2960 109


22.21 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 325 mm diameter or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-incharge includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by concrete prepared by tremiearrangement, compaction of concrete including chipping anddressing etc. complete. concrete by tremie arrangements,compaction of concrete including chipping and dressing andwithdrawal of shell etc. complete. (Excluding steelreinforcement)


Running Metre

1714 750

161

Sr. No.



GST in Rs.


in Rs.


22.22 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 350mm diameter or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-in- chargeincludingplacing with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand by tremiearrangements,compaction of concrete including chipping and dressing andwithdrawal of shell etc. complete. (Excluding steelreinforcement)


Running Metre

1773 831


22.23 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 400 mm diameter.or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-incharge includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangements, compaction ofconcrete including chipping and dressing and withdrawal ofshell etc. complete. (Excluding steel reinforcement)


Running Metre

1909 866

162

Sr. No.



GST in Rs.


in Rs.


22.24 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 425mm diameter or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-incharge includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangements, compaction ofconcrete including chipping and dressing and withdrawal ofshell etc. complete. (Excluding steel reinforcement)


Running Metre

2007 885


22.25 Bd/B-4P-270



Running Metre

2166 925

163

Sr. No.



GST in Rs.


in Rs.


22.26 Bd/B-4P-270



Running Metre

2480 1067


22.27 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 525 mm diameter or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-incharge includingplacing with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand by tremie arrangements, compaction ofconcrete including chipping and dressing and withdrawal ofshell etc. complete. (Excluding steel reinforcement)


Running Metre

2653 1091

164

Sr. No.



GST in Rs.


in Rs.


22.28 Bd/B-4P-270



Running Metre

2749 1116


22.29 Bd/B-4P-270



Running Metre

2957 1170

165

Sr. No.



GST in Rs.


in Rs.


22.30 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 625 mm diameter or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-in- chargeincludingplacing with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand by tremie arrangements,compaction of concrete including chipping and dressing andwithdrawal of shell etc. complete. (Excluding steelreinforcement)


Running Metre

3230 1198


22.31 Bd/B-4P-270



Running Metre

3344 1228

166

Sr. No.



GST in Rs.


in Rs.


22.32 Bd/B-4P-270



Running Metre

3839 1355


22.33 Bd/B-4P-270

Providing and laying cast in situ / Ready Mix Cement ConcreteM-30 for bored piles each of load capacity and as per designand of 800 mm diameter. or as directed placed through steelshells sunk to the required depth through all strata except rockexcluding provision of reinforcement as per detailed drawingsand design approved by the Engineer-in- chargeincludingplacing with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand by tremie arrangements,compaction of concrete including chipping and dressing andwithdrawal of shell etc. complete. (Excluding steelreinforcement)


Running Metre

4199 1427

167

Sr. No.



GST in Rs.


in Rs.


22.34 Bd/B-4P-270



Running Metre

4729 1633


22.35 Bd/B-4P-270



Running Metre

5192 1752

168

Sr. No.



GST in Rs.


in Rs.


22.36 Bd/B-4P-270



Running Metre

5860 1882


22.37 Bd/B-4P-270



Running Metre

6037 1928

169

Sr. No.



GST in Rs.


in Rs.


22.38 Bd/B-4P-270



Running Metre

6401 2021


22.39 Bd/B-2P-269

Chiseling through pile shells in hard strata like boulders, soft andhard rocks Upto and inclusive of 550 mm diameter includingremoving and stacking the loose materials etc. complete anddisposing of the unserviceable materials outside complete.


Rig Hour 710 710


22.40 Bd/B-2P-269

Chiseling through pile shells in hard strata like boulders, soft andhard rocks Beyond 550 mm and upto and inclusive of 750 mmdia. including removing and stacking the loose materials etc.complete and disposing of the unserviceable materials outsidecomplete.


Rig Hour 946 946


22.41 Bd/B-2P-269

Chiseling through pile shells in hard strata like boulders, soft andhard rocks Beyond 750 mm and upto and inclusive of 900 mmdia including removing and stacking the loose materials etc.complete and disposing of the unserviceable materials outsidecomplete.


Rig Hour 1185 1185


22.42 Bd/B-2P-269

Chiseling through pile shells in hard strata like boulders, soft andhard rocks Beyond 900 mm and upto and inclusive of 1050mm dia. including removing and stacking the loose materialsetc. complete and disposing of the unserviceable materialsoutside complete.


Rig Hour 1869 1869

170

Sr. No.



GST in Rs.


in Rs.


22.43 Bd/B-8P-271

Carrying out load test for 1.5 times the proposed safe workingload on the pile in driven position upto 400 mm diameterincluding construction of test cap, use of accessories andinstruments including providing graphs as per I.S. code orStd.Specifications and dismantling the test cap after testing andcleaning the site complete.


Number 73401 53082


22.44 Bd/B-8P-271

Carrying out load test for 1.5 times the proposed safe workingload on the pile in driven position above 400 mm and upto to550 mm diameter including construction of test cap, use ofaccessories and instruments including providing graphs as perI.S. code or Std.Specifications and dismantling the test cap aftertesting and cleaning the site complete.


Number 87747 67287


22.45 Bd/B-8P-271

Carrying out load test for 1.5 times the proposed safe workingload on the pile in driven position above 550 mm and upto 650mm diameter including construction of test cap, use ofaccessories and instruments including providing graphs as perI.S. code or Std.Specifications and dismantling the test cap aftertesting and cleaning the site complete.


Number 118865 98099


22.46 Bd/B-8P-271



Number 148021 126969


22.47 Bd/B-8P-271



Number 177215 155877

171

Sr. No.



GST in Rs.


in Rs.


22.48 Bd/B-8P-271



Number 204875 183266


22.49 Bd/B-8P-271

Carrying out load test for 1.5 times the proposed safe workingload on the pile in driven position above 900 mm diameterincluding construction of test cap, use of accessories andinstruments including providing graphs as per I.S. code orStd.Specifications and dismantling the test cap after testing andcleaning the site complete.


Number 254200 232108


22.50 Empty boring for 325 to 400 mm dia bored R.C.C. cast in situpiles including withdrawal of shell, removal of earth to adistance of 50 metres etc. complete.Spec :(As directed by Engineer in Charge)


Running Metre

379 379


22.51 Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situpiles including withdrawal of shell, removal of earth to adistance of 50 metres etc. complete.Spec :(As directed by Engineer in Charge)


Running Metre

435 435




Running Metre

859 859




Running Metre

887 887


22.54 Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situpiles including withdrawal of shell, removal of earth to a distance of 50 metres etc.complete.Spec :(As directed by Engineer in Charge)


Running Metre

951 951

172

Sr. No.



GST in Rs.


in Rs.


22.55 Chipping and dressing of the R.C.C. piles upto 0.60meterincluding cleaning reinforcement and removal ofdismantled materials upto a distance of 50 meter beyond thebuilding area etc. for providing pile caps.Spec :(As directed by Engineer in Charge


Number 457 456


22.56 Providing bentonite slurry process for various diameter of pilesvide Item Nos 1 (i to xxiv) above.Spec : (As directed by Engineer in Charge)


Running Metre

54 18


22.57 Providing placing and Driving in position 6 millimeter mild steelliner for R.C.C. Piles upto required depth with 12mm thick mildsteel cutting edge of 0.50m length at bottom includingfabricating cutting the mild steel sheet to required diameter andshape ,welding the joints and driving with the help of requiredmachineries including all materials labours and lifts etc.complete as directed by the Engineer in charge.Upto 3.00 meter deep liner




22.58 Providing placing and Driving in position 6 millimeter mild steelliner for R.C.C. Piles upto required depth with 12mm thick mildsteel cutting edge of 0.50m length at bottom includingfabricating cutting the mild steel sheet to required diameter andshape ,welding the joints and driving with the help of requiredmachineries including all materials labours and lifts etc.complete as directed by the Engineer in charge.Spec :(As directed by Engineer in ChargeFrom 3.00 to 9.50 meter deep liner




22.59 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap metal for R.C.C. pile caps as per detailed designs anddrawings, including bailing out water manually, centering,formwork, laying/ pumping, compacting, finishing and curingetc. with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand, complete. (Excluding steelreinforcement)



173

Sr. No.



GST in Rs.


in Rs.


22.60 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap metal for R.C.C. pile caps as per detailed designs anddrawings, including bailing out water manually, centering,formwork, laying/ pumping, compacting, finishing and curingetc. with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand, complete.(Excluding steel reinforcement)




22.61 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap metal for R.C.C. pile caps as per detailed designs anddrawings, including bailing out water manually, centering,formwork, laying/ pumping, compacting, finishing and curingetc. with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand complete.(Excluding steel reinforcement)




22.62 Deleted


22.63 Deleted

816 Structural Steel Work

23.01 BDC 2 Providing and fabricating structural steel work in rolled sectionslike joists, channels, angles, tees etc. as per detailed designand drawings or as directed including cutting, fabricating,hoisting, erecting, fixing in position making riveted / bolted/welded connections without connecting plates, braces etc.and including one coat of anticorrosive paint and over it twocoats of oil painting of approved quality and shade etc.complete.

Bd.C.2 Page No. 275 Metric Tonne 50772 9731

174

Sr. No.



GST in Rs.


in Rs.


23.02 BDC 3 Providing and fabricating structural steel work in rolled sections,fixed with connecting plates or angle cleats in main and crossbeams, hip and jack rafters, purlins connecting to trussmembers and the like, as per detailed designs and drawing oras directed including cutting, fabricating, hoisting, erecting,fixing in position, making riveted/ bolted/ welded connectionsand one coat of anticorrosive paint and over it two coats of oilpainting of approved quality and shade etc. complete.



23.03 BDC 6 Providing structural steel work in single stanchions composed ofR.S.J. Channel etc. with caps, bases, mild steel plated, anglebrackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting,fabrication, hoisting, erecting fixing in position, making riveted/bolted/ welded connection and one coat of anticorrosive paintand over it two. coats of oil painting approved quality andshade etc. complete.



23.04 BDC 8 Providing structural steel work in trusses, other similar trussedpurlins and members with all bracing, gusset plates etc. as perdetailed designs and drawings or as directed including cutting,fabricating, hoisting, erecting fixing in position, Making riveted/bolted/ welded connection and one coat of anticorrosive paintand over it 2 coats of oil painting approved quality and shadeetc. complete.



23.05 BDC Providing and fixing 50 mm. dia. medium class G.I.pipe gatewith wicket gate of approved drawing with all fixtures andfittings in two leaves with strong hold fast embedded in c.c.block at top and bottom with locking arrangement includingcutting, bending, making holes and with one coat of primer etc.complete.


Square Metre

4550 2399


23.06 BDC Providing and erecting structural steel for sakav with all bracinggusset plates etc. as per detailed design and drawing or asdirected including cutting, fabricating, hoisting, erecting, fixingin position, making riveted/ bolted/welded connection and oilpainting with 2 coats of approved quality and shade etc.complete. complete.



175

Sr. No.



GST in Rs.


in Rs.


23.07 BDC Providing, fabricating and erecting at site of work the tubularsteel structure (shed) as per standard design and specificationshaving various spans in between trusses and in multiples ofstandard length of bays as specified as per standardspecifications, inclusive of cost of steel tubular trusses, tubularcolumns purlins, tie runners, foundation bolts, base plates, nutsand bolts, welding wherever required etc. as per detaileddrawing inclusive of one coat of anticorrosive paint and twocoats of oil painting of approved quality and shade etc.complete.Spec. No. : As directed by Engineer-in-charge.

B-18 Page No. 78 Metric Tonne 61649 13946


23.08 BDC Providing Gas or Electrical welding for structural steel section,plates as per detailed drawing. For less than 10 mm thicksection.

B.18, Page No 78 Centimetre 7 5


23.09 BDW6A

Providing and fixing mild steel grill gate as per the detaileddrawing including hinges, locking arrangements and painting inthree coats of oil paint of approved colour and shade etc.complete.(weight 18 kg. to 20 kg. Per Sq.m.)Spec.No.: As directed by Engineer- in-charge.

Spec. No. As directed byEngineer in Charge.

SquareMetre

1363 35


23.10 BDW6

Deleted


23.11 Providing structural steel work of rectangular hollow steelsection for steel trusses, other similar trussed items like purlinand members with all bracing, gusset plates etc. as perdetailed designs and drawings or as directed including cutting,fabricating, hoisting, erecting, fixing in position makingriveted/bolted/ welded connections and one coat ofanticorrosive paint and over it two coats of oil painting ofapproved quality and shade complete.Spec. No. : As directed by Engineer-in-charge.




23.12 Providing structural steel work in hollow section of variousthickness and sizes in square, rectanular and round shape from25mm to 450mm section as per IS 4923 YST 310 Gradeproduced from iron ore and blast furnace route etc. as perdetailed designs and drawing or as directed including cutting,fabricating, hoisting, erecting, fixing in position, makingriveted/bolted/ welded connections and paintingcomplete.



176

Sr. No.



GST in Rs.


in Rs.

828 Plain Cement Concrete

24.01 BDE 1 Providing and laying Cast in situ/Ready Mix cement concrete inM-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishing if required and curing complete, with fully automaticmicro processor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand

Bd. E. 1 Page No. 287 Cubic Metre 3181 972


24.02 BDE 1 Deleted


24.03 0 Deleted


24.04 BDE 2 Providing and laying Cast in situ/Ready Mix cement concretein M15 of trap/ granite/quartzite/gneiss metal for steps includingsteel centering, plywood/steel formwork, laying/pumping,compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered forrendering uneven and honeycombed surface, only. Newly laidconcrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.),with fully automaticmicro processor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand

Bd.E.2 Page No. 288 and B.7 Page No 38



24.05 BDE 2 Deleted

177

Sr. No.



GST in Rs.


in Rs.


24.06 BDE 2 Providing and laying Cast in situ/Ready Mixcement concrete inM20 of trap/ granite/quartzite/gneiss metal for steps includingsteel centering, plywood/steel formwork, laying/pumping,compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered forrendering uneven and honeycombed surface, only. Newly laidconcrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.), with fully automaticmicro processor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand




24.07 BDE 2 Deleted


24.08 BDE 4 Providing and laying Cast in situ/Ready Mix cement concrete inM15 of trap/ granite/quartzite/gneiss metal for bed blocks,foundation blocks and such other items including bailing outwater, plywood/steel formwork, laying/ pumping, compacting,roughening them if special finish is to be provided, finishinguneven and honeycombed surface and curing etc. complete.The Cement Mortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Newly laid concreteshall be covered by gunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.), with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand

Bd.E.4 Page No. 289 and B-7, Page No.38



24.09 BDE 4 Deleted

178

Sr. No.



GST in Rs.


in Rs.


24.10 BDE 4 Providing and laying Cast in situ/Ready Mix cement concrete inM20 of trap/ granite/quartzite/gneiss metal for bed blocks,foundation blocks and such other items including bailing outwater, plywood/steel formwork, laying/ pumping, compacting,roughening them if special finish is to be provided, finishinguneven and honeycombed surface and curing etc. complete.The Cement Mortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Newly laid concreteshall be covered by gunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.), with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand




24.11 BDE 4 Deleted


24.12 BDE 7 Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap / granite /quartzite/ gneiss metal for archesincluding skew backs as per detailed drawing or as directed insuperstructure including centering, form work, compacting,finishing with minimum thickness of 1:3 cement plaster to give asmooth and even surface or roughening them if special finish isto be provided and curing and finishing if required complete,with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer . complete, . With naturalsand/V.S.I. quality Artificial Sand

Bd.E.7 Page No 291 and B-7 Page No .38



24.13 BDE 7 Deleted

179

Sr. No.



GST in Rs.


in Rs.


24.14 BDE 5 Providing and laying Cast in situ/Ready Mix cement concrete inM15 of trap/ granite/quartzite/gneiss metal for plain or moldedsills, cornice, jambs, block in course, or architraves of requiredsize and shapes including steel centering, plywood/steelformwork, laying/ pumping, compacting, roughening them ifspecial finish is to be provided,finishing uneven andhoneycombed surface and curing etc. complete. The CementMortar 1:3 plaster is considered for rendering uneven andhoneycombed surface only. Newly laid concrete shall becovered by gunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.) with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

Bd.E. 5/Page No. 290/I.S. 456 (2000)



24.15 BDE 5 Providing and laying Cast in situ/Ready Mix cement concrete inM20 of trap/ granite/quartzite/gneiss metal for plain or moldedsills, cornice, jambs, block in course, or architraves of requiredsize and shapes including steel centering, plywood/steelformwork, laying/ pumping, compacting, roughening them ifspecial finish is to be provided,finishing uneven andhoneycombed surface and curing etc. complete. The CementMortar 1:3 plaster is considered for rendering uneven andhoneycombed surface only. Newly laid concrete shall becovered by gunny bag, plastic, tarpaulin etc. (Woodencentering will not be allowed.) with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer etc. complete, With natural sand/V.S.I. quality ArtificialSand

Bd.E. 5/Page No. 290/I.S. 456 (2000)



24.16 BDE3

Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth orparapet, moulded or chamfered as per drawing or as directedincluding steel centering, plywood/ steel formworkcompacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar 1:3 plaster is considered forrendering uneven and honeycombed surface only. Newly laidconcrete shall be covered by gunny bag, plastic, tarpaulin etc.(Wooden centering will not be allowed.)

Bd.E. 3/Page No. 288/I.S. 456 (2000)


180

Sr. No.



GST in Rs.


in Rs.


24.17 BDE 7 Deleted


24.18 BDE 8 Deleted


24.19 BDF 27

Deleted

847 Reinforced Cement Concrete

25.01 BDF 3 Deleted


25.02 BDF 3 Deleted


25.03 BDF 3 Deleted


25.04 BDF 3 Deleted


25.05 BDF 3 Deleted


25.06 BDF 3 Deleted


25.07 BDF 3 Deleted


25.08 BDF 3 Deleted


25.09 BDF 3 Deleted


25.10 BDF 3 Deleted

181

Sr. No.



GST in Rs.


in Rs.


25.11 BDF 3 Providing and laying in situ/Ready Mix cement concrete M-20of trap / granite /quartzite/ gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. including bailing outwater, formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to beprovided (Excluding reinforcement and structural steel) etc.complete, with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand

Bd.F.3 Page No. 298 and B.7, Page No.38



25.12 BDF 3 Deleted


25.13 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. including bailing outwater, formwork ,cover blocks, laying/pumping, compactionand curing roughening the surface if special finish is to beprovided (Excluding reinforcement and structural steel) etc.complete, with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.14 BDF 3 Deleted

182

Sr. No.



GST in Rs.


in Rs.


25.15 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as perdetailed designs and drawing or as directed includingcentering, formwork, cover blocks laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement and structuralsteel). with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.16 BDF 3 Deleted


25.17 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as perdetailed designs and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.18 BDF 3 Deleted

183

Sr. No.



GST in Rs.


in Rs.


25.19 BDF 3 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as perdetailed designs and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete. (Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.20 BDF 3 Deleted


25.21 BDF 3 Deleted


25.22 BDF 5 Deleted


25.23 BDF 5 Deleted


25.24 BDF 5 Deleted


25.25 BDF 5 Deleted


25.26 BDF 5 Deleted


25.27 BDF 5 Deleted


25.28 BDF 5 Deleted

184

Sr. No.



GST in Rs.


in Rs.


25.29 BDF 5 Deleted


25.30 BDF 5 Deleted


25.31 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand

Bd.F.5 Page No. 300 and B.7, Page.No. 38



25.32 BDF 5 Deleted


25.33 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawings or as directed includingcentering, formwork, cover blocks compacting and rougheningif special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fullyautomatic micro processor based PLC with SCADA enabledreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. quality ArtificialSand

Bd.F.5 Page No. 300 and B-7,Page No 38.



25.34 BDF 5 Deleted

185

Sr. No.



GST in Rs.


in Rs.


25.35 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawing or as directed includingcentering, formwork,cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel). with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.36 BDF 5 Deleted


25.37 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCAD Aenabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.38 BDF 5 Deleted

186

Sr. No.



GST in Rs.


in Rs.


25.39 BDF 5 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columnsas per detailed designs and drawing or as directed includingcentering, formwork, cover blocks, laying/pumping,compactionfinishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.40 BDF 5 Deleted


25.41 BDF 6 Deleted


25.42 BDF 6 Deleted


25.43 BDF 6 Deleted


25.44 BDF 6 Deleted


25.45 BDF 6 Deleted


25.46 BDF 6 Deleted


25.47 BDF 6 Deleted


25.48 BDF 6 Deleted

187

Sr. No.



GST in Rs.


in Rs.


25.49 BDF 6 Deleted


25.50 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beamsand lintels as per detailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcementand structural steel). with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand




25.51 BDF 6 Deleted


25.52 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete inM-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beamsand lintels as per detailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcementand structural steel).with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand




25.53 BDF 6 Deleted


25.54 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beamsand lintels as per detailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcementand structural steel).with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand



188

Sr. No.



GST in Rs.


in Rs.


25.55 BDF 6 Deleted


25.56 BDF 6 Providing and laying Cast in situ/Ready Mixcement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beamsand lintels as per detailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcementand structural steel).with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand




25.57 BDF 6 Deleted


25.58 BDF 6 Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beamsand lintels as per detailed designs and drawings or as directedincluding centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcementand structural steel). with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand




25.59 BDF 6 Deleted


25.60 BDF 8 Deleted


25.61 BDF 8 Deleted


25.62 BDF 8 Deleted

189

Sr. No.



GST in Rs.


in Rs.


25.63 BDF 8 Deleted


25.64 BDF 8 Deleted


25.65 BDF 8 Deleted


25.66 BDF 8 Deleted


25.67 BDF 8 Deleted


25.68 BDF 8 Deleted


25.69 BDF 8 Deleted


25.70 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs andlandings as per detailed designs and drawings includingcentering, formwork, cover blocks, laying/pumping,compactionfinishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.71 BDF 8 Deleted

190

Sr. No.



GST in Rs.


in Rs.


25.72 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs andlandings as per detailed designs and drawings includingcentering, formwork, cover blocks, compaction, finishing theformed surfaces with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete.(Excluding reinforcement and structural steel).withfully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand




25.73 BDF 8 Deleted






25.75 BDF 8 Deleted

191

Sr. No.



GST in Rs.


in Rs.


25.76 BDF 8 Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs andlandings as per detailed designs and drawings includingcentering, formwork, cover blocks, laying/pumping,compactionfinishing the formed surfaces with cement mortar1:3 of sufficient minimum thickness to give a smooth and evensurface or roughening if special finish is to be provided andcuring etc. complete,(Excluding reinforcement and structuralsteel). with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




25.77 BDF 8 Deleted






25.79 BDF 8 Deleted


26.01 BDF 9 Deleted


26.02 BDF 9 Deleted


26.03 BDF 9 Deleted

192

Sr. No.



GST in Rs.


in Rs.


26.04 BDF 9 Deleted


26.05 BDF 9 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja asper detailed design and drawings including centering,formwork, cover blocks compacting , curing , finishing androughening the surface if special finish is to be provided andcuring complete. (Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand




26.06 BDF 9 Deleted


26.07 BDF 9 Providing and laying Cast in situ/Ready Mixcement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja asper detailed design and drawings including centering,formwork, cover blocks, laying/pumping, compacting androughening the surface if special finish is to be provided andcuring complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand




26.08 BDF9 Deleted


26.09 BDF10 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite / quartzite / gneiss metal for R.C.C. canopyas per detailed designs and drawings including centering,formwork, laying/pumping, compacting and roughening thesurface if special finish is to be provided and curing etc.complete (excluding reinforcement), with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand



193

Sr. No.



GST in Rs.


in Rs.


26.10 BDF10 Deleted


26.11 BDF10 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite / quartzite / gneiss metal for R.C.C. canopyas per detailed designs and drawings including centering,formwork, laying/pumping, compacting and roughening thesurface if special finish is to be provided and curing etc.complete (excluding reinforcement). with fully automatic microprocessor based PLC with SCADA enabled reversible DrumType mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With natural sand/V.S.I. quality Artificial Sand



26.12 BDF10 Deleted


26.13 BDF 11 Deleted








26.17 BDF 11 Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi ofrequired thickness including centering, formwork, cover blocks,laying/pumping, compacting , curing , finishing androugheningthem if special finish is to be provided and curingcomplete.(Excluding reinforcement and structural steel).withfully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand

Bd.F.11 Page No. 304 and B.7, Page No. 38




194

Sr. No.



GST in Rs.


in Rs.


26.19 BDF 11 Providing and laying Cast in situ/Ready Mix cement concrete inM-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi ofrequired thickness including centering, formwork, cover blocks,laying/pumping, compacting and roughening them if specialfinish is to be provided and curing complete.(Excludingreinforcement and structural steel).with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

Bd.F.11 Page No. 304 and B.7, Page No. 38









26.23 BDF 12 Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.copingto plinth or parapet and sill of doors and windows moulded asper detailed drawings or chamfered as approved by theEngineer including centering, formwork, cover blocks,laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fullyautomatic micro processor based PLC with SCADA enabledreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. quality ArtificialSand

Bd. F. 12 Page No. 304 and B-7, Pg 38




195

Sr. No.



GST in Rs.


in Rs.


26.25 BDF 13A Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap / quartzite /granite /gneiss metal for R.C.C. Waistslab, and steps of staircases as per detailed design anddrawings or as directed including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction,finishing uneven and honeycombed surface with C.M. 1:3 ofsufficient minimum thickness to give a smooth and even surfaceor roughening the surface if special finish is to be provided andcuring etc. complete. (Excluding einforcement, including coverblock).(Newly laid concrete shall be covered by gunny bag,plastic, tarpaulin etc.) with fully automatic micro processorbased PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. Withnatural sand/V.S.I. quality Artificial Sand

Bd. F. 13 Page No. 305 /I.S. 456 (2000



26.26 BDF 13A Providing and laying Cast in situ/Ready Mix cement concrete inM-25 of trap / quartzite /granite /gneiss metal for R.C.C. Waistslab, and steps of staircases as per detailed design anddrawings or as directed including steel centering, plywood/steel formwork, steel props, laying/pumping, compaction,finishing uneven and honeycombed surface with C.M. 1:3 ofsufficient minimum thickness to give a smooth and even surfaceor roughening the surface if special finish is to be provided andcuring etc. complete. (Excluding einforcement, including coverblock).(Newly laid concrete shall be covered by gunny bag,plastic, tarpaulin etc.) with fully automatic micro processorbased PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. Withnatural sand/V.S.I. quality Artificial Sand

Bd. F. 13 Page No. 305 /I.S. 456 (2000


196

Sr. No.



GST in Rs.


in Rs.


26.27 BDF 14A Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap / quartzite /granite /gneiss metal for R.C.C.newelposts of staircase as per detailed design and drawingsincluding steel centering, plywood / steel formwork, steel props,laying/pumping, compaction, finishing uneven andhoneycombed surface with C.M.1:3 of sufficient minimumthickness to give a smooth and even surface or roughening thesurface if special finish is to be provided and curing etc.complete. (Excluding reinforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic,tarpaulin etc.) with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

Bd. F. 14 Page No. 305 /I.S. 456 (2001



26.28 BDF 14A Providing and laying Cast in situ/Ready Mix cement concrete inM-25 of trap / quartzite /granite /gneiss metal for R.C.C.newelposts of staircase as per detailed design and drawingsincluding steel centering, plywood / steel formwork, steel props,laying/pumping, compaction, finishing uneven andhoneycombed surface with C.M.1:3 of sufficient minimumthickness to give a smooth and even surface or roughening thesurface if special finish is to be provided and curing etc.complete. (Excluding reinforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic,tarpaulin etc.) with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

Bd. F. 14 Page No. 305 /I.S. 456 (2002


197

Sr. No.



GST in Rs.


in Rs.


26.29 BDF 15A Providing and laying Cast in situ/Ready Mix cement concretein M-20 of trap /granite / gneiss/ quartzite metal for R.C.C.arches with skew backs as per detailed design and drawings oras directed including steel centering, plywood/steel formwork,steel props, laying/pumping, compaction, finishing uneven andhoneycombed surface with C.M. 1:3 of sufficient minimumthickness to give a smooth and even surface or roughening thesurface if special finish is to be provided and curing etc.complete. (Excluding reinforcement, including cover block).Newly laid concrete shall be covered by gunny bag, plastic,tarpaulin etc. with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand

Bd. F. 15 Page No. 306 /I.S. 456 (2003



26.30 BDF 15A Providing and laying Cast in situ/Ready Mix cement concretein M-25 of trap /granite / gneiss/ quartzite metal for R.C.C.arches with skew backs as per detailed design and drawings oras directed including steel centering, plywood/steel formwork,steel props, laying/pumping, compaction, finishing uneven andhoneycombed surface with C.M. 1:3 of sufficient minimumthickness to give a smooth and even surface or roughening thesurface if special finish is to be provided and curing etc.complete. (Excluding reinforcement, including cover block).Newly laid concrete shall be covered by gunny bag, plastic,tarpaulin etc. (Wooden centering will not be allowed)

Bd. F. 15 Page No. 306 /I.S. 456 (2003



26.31 BDF 16 Providing and laying Cast in situ/Ready Mix cement concrete inM-20 of trap / granite /gneiss / quartzite metal for R.C.C. fins ofrequired thickness in position as shown on the drawings or asdirected by Engineer-in-charge including steel centering,plywood / steel formwork, steel props, laying/pumping,compaction, finishing uneven and honeycombed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth andeven surface or roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcement,including cover block) Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

Bd. F. 16 Page No. 306 /I.S. 456 (2004


198

Sr. No.



GST in Rs.


in Rs.


26.32 BDF 16 Providing and laying Cast in situ/Ready Mix cement concrete inM-25 of trap / granite /gneiss / quartzite metal for R.C.C. fins ofrequired thickness in position as shown on the drawings or asdirected by Engineer-in-charge including steel centering,plywood / steel formwork, steel props, laying/pumping,compaction, finishing uneven and honeycombed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth andeven surface or roughening the surface if special finish is to beprovided and curing etc. complete. (Excluding reinforcement,including cover block) Newly laid concrete shall be covered bygunny bag, plastic, tarpaulin etc. with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete.With natural sand/V.S.I. quality Artificial Sand

Bd. F. 16 Page No. 306 /I.S. 456 (2004



26.33 BDF 17 Providing and fixing in position TMT - FE - 500 bar reinforcementof various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting asrequired complete.

Bd.F.17, Page No. 306 Metric Tonne 46309 7919


26.34 BDF 17 Providing and fixing in position HCRM / CRS (Corrosion ResistantSteel) bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, archesetc. as per detailed designs, drawings and schedules. includingcutting, bending, hooking the bars, binding with wires or tackwelding and supporting as required complete.

Bd.F.17, Page No. 306 Metric Tonne 49282 7840



199

Sr. No.



GST in Rs.


in Rs.


26.36 0 Providing and applying Anti corrosive treatment toreinforcement as per cement polymer composite coating(C.P.C.C.) method developed by C.E.C.R.I. including cleaningthe bar by means of any established mechanical or manualmethod for removing rust and deleterious material, applyingrapid setting primer and cement polymer sealing coat ofapproved and licensed by CECRI including redoing the processif damage occurs during handling, stacking etc. complete.(With prior approval of SE)

As directed by Engineer in Charge



26.37 MORT and H 1600 Edition

2001.

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforcedbars of 8mm diameter as per IS: 13620-1993 specifications for athickness of 175micron Permissible variation of 50 micronincluding testing of coating at plant extra cost for carefulhandling using PVC coating, binding wires instead of G. I. wiresto and from Plant) touching up the material supplied repair worketc complete as per detailed specifications. (Lead 200km fromplant) etc complete. (Item shall be used for new structures.)Note : The item should be executed with prior approval ofSuperintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not lessthan one full length bar every twenty bars for each sizeb) continuity of coating shall be determined by testing one fulllength bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar sectionshall be determined by sectioning and examining one bar inevery twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selectedfrom each size according to the frequency given below: Nominal Size of Bar, MM No. of Samples For all types of bar : Minimum 1 for every diameter or asdirected by engineer in charge



200

Sr. No.



GST in Rs.


in Rs.



2001.

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforcedbars of 10mm diameter as per IS: 13620-1993 specifications fora thickness of 175micron Permissible variation of 50 micronincluding testing of coating at plant extra cost for carefulhandling using PVC coating, binding wires instead of G. I. wiresto and from Plant) touching up the material supplied repair worketc complete as per detailed specifications. (Lead 200km fromplant) etc complete. (Item shall be used for new structures.)Note : The item should be executed with prior approval ofSuperintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not lessthan one full length bar every twenty bars for each sizeb) continuity of coating shall be determined by testing one fulllength bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar sectionshall be determined by sectioning and examining one bar inevery twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selectedfrom each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or asdirected by engineer in charge

0 Metric Tonne 13902 626

201

Sr. No.



GST in Rs.


in Rs.



2001.



202

Sr. No.



GST in Rs.


in Rs.



2001.



203

Sr. No.



GST in Rs.


in Rs.



2001.

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforcedbars of 20mm diameter as per IS: 13620-1993 specifications fora thickness of 175micron Permissible variation of 50 micronincluding testing of coating at plant extra cost for carefulhandling using PVC coating, binding wires instead of G. I. wiresto and from Plant) touching up the material supplied repair worketc complete as per detailed specifications. (Lead 200km fromplant) etc complete. (Item shall be used for new structures.)Note : The item should be executed with prior approval ofSuperintending Engineer. FREQUENCY OF TEST OF FUSION BONDED EPOXY COATa) Coating thickness shall be tested at a frequency of not lessthan one full length bar every twenty bars for each sizeb) continuity of coating shall be determined by testing one fulllength bar in every twenty bars for each size c) Coating thickness over the whole of the coated bar sectionshall be determined by sectioning and examining one bar inevery twenty tonnes for each size. d) For testing adhesion of coating, samples shall be selectedfrom each size according to the frequency given below: For all types of bar : Minimum 1 for every diameter or asdirected by engineer in chargecharge




2001.

Providing Fusion Bonded Epoxy Coating (FBEC) to reinforcedbars of 25mm diameter as per IS: 13620-1993 specifications fora thickness of 175micron Permissible variation of 50 micronincluding testing of coating at plant extra cost for carefulhandling using PVC coating, binding wires instead of G. I. wiresto and from Plant) touching up the material supplied repair worketc complete as per detailed specifications. (Lead 200km fromplant) etc complete. (Item shall be used for new structures.)Note : The item should be executed with prior approval ofSuperintending Engineer. charge




2001.

204

Sr. No.



GST in Rs.


in Rs.



2001.




26.45 NA Deleted


26.46 BDF 20 Providing and fixing in position after hoisting, precast 1:2cement mortar reinforced jali 50 mm thick with 3 mm diametermild steel bar reinforcement, of approved design on both side,fixing in cement mortar 1:3 and curing etc. complete

Bd. F. 20 Page No. 307 Square Metre

609 96


26.47 BDF 20 Providing and fixing in position after hoisting, precast 1:2cement mortar reinforced jali 80 mm thick with 3 mm diametermild steel bar reinforcement, of approved design on both sides,fixing in cement mortar 1:3 and curing etc .complete.

Bd. F. 20 Page No. 308 Square Metre

651 96




26.49 BDF 41

205

Sr. No.



GST in Rs.


in Rs.


















26.58 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-20 of trapmetal for RCC rectangular grid beam with slab as per detaileddesign and drawing, centering, formwork, cover blocks,laying/pumping, compacting, curing , finishing and rougheningthem to form surface with C.M. 1:3 of sufficient minimumthickness to give smooth and even surface or roughening themif special finish is to be provided and curing complete(Excluding reinforcement and structural steel). with fullyautomatic micro processor based PLC with SCADA enabledreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With natural sand/V.S.I. quality ArtificialSand

Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No.

38.




206

Sr. No.



GST in Rs.


in Rs.


26.60 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-25 of trapmetal for RCC rectangular grid beam with slab as per detaileddesign and drawing or as directed including dewatering ifnecessary, centering, formwork, cover blocks, laying/pumping,compacting, finishing the form surface with C.M. 1:3 of sufficientminimum thickness to give smooth and even surface orroughening them if special finish is to be provided and curingcomplete (Excluding reinforcement and structural steel). withfully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand


38.





26.62 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-30 of trapmetal for RCC rectangular grid beam with slab as per detaileddesign and drawing or as directed including dewatering ifnecessary, centering, formwork, cover blocks,laying/pumping,compacting , curing , finishing and rougheningthem to form surface with C.M. 1:3 of sufficient minimumthickness to give smooth and even surface or roughening themif special finish is to be provided and curing complete(Excluding reinforcement and structural steel). with fullyautomatic micro processor based PLC with SCADA enabledconcrete batch mix plant (pan mixer)... With Natural sand.


38.



26.63 BDF Deleted


26.64 BDF Providing and laying Cast in situ/Ready Mix C.C. M-35 of trapmetal for RCC rectangular grid beam with slab as per detaileddesign and drawing or as directed including dewatering ifnecessary, centering, formwork, cover blocks, laying/pumping,compacting, finishing the form surface with C.M. 1:3 of sufficientminimum thickness to give smooth and even surface orroughening them if special finish is to be provided and curingcomplete (Excluding reinforcement and structural steel). withfully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant(Pan mixer) etc. complete. With natural sand/V.S.I. qualityArtificial Sand



207

Sr. No.



GST in Rs.


in Rs.


26.65 BDF Deleted


26.66 BDF 41 Providing and laying Cast in situ/Ready Mix C.C. M-40 of trapmetal for RCC rectangular grid beam with slab as per detaileddesign and drawing or as directed including dewatering ifnecessary, centering, formwork, cover blocks,laying/pumping,compacting, finishing the form surface withC.M. 1:3 of sufficient minimum thickness to give smooth andeven surface or roughening them if special finish is to beprovided and curing complete (Excluding reinforcement andstructural steel). with fully automatic micro processor based PLCwith SCADA enabled reversible Drum Type mixer/ concreteBatch mix plant (Pan mixer) etc. complete. With naturalsand/V.S.I. quality Artificial Sand






26.68 BDF Providing and fixing during laying in RCC Slab rectangular 2mm thick M.S. sheet fan hook box of size 180x100 mm withrequired depth with holes or notches as required, bottom andtop sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. roundheaded screws together with 12 mm dia. M.S. bar bent to shapewith hooked ends for fan hook and painting to exposed surface


Number 252 20


26.69 BDF 3a,b Deleted


26.70 0 Deleted


26.71 0 Deleted


26.72 0 Deleted


26.73 0 Deleted

208

Sr. No.



GST in Rs.


in Rs.


26.74 0 Deleted


26.75 0 Deleted


26.76 0 Deleted


26.77 0 Deleted
















26.85 BDF 5 Deleted


26.86 BDF 5 Deleted


26.87 BDF 5 Deleted

209

Sr. No.



GST in Rs.


in Rs.


26.88 BDF 5 Deleted


26.89 BDF 5 Deleted


26.90 BDF 5 Deleted


26.91 BDF 5 Deleted


26.92 BDF 5 Deleted


26.93 BDF 6 Deleted


26.94 BDF 6 Deleted


26.95 BDF 6 Deleted


26.96 BDF 6 Deleted


26.97 BDF 6 Deleted


26.98 BDF 6 Deleted


26.99 BDF 6 Deleted




26.10 BDF 8 Deleted

210

Sr. No.



GST in Rs.


in Rs.


26.10 BDF 8 Deleted


26.10 BDF 8 Deleted


26.10 BDF 8 Deleted


26.11 BDF 8 Deleted


26.11 BDF 8 Deleted


26.11 BDF 8 Deleted


26.11 BDF 8 Deleted















211

Sr. No.



GST in Rs.


in Rs.



1042 Brick Masonry 27.01 BDG 1 Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth ofinner walls/ in plinth external walls including bailing out watermanually , striking joints on unexposed faces, raking out jointson exposed faces and watering etc. Complete.

Bd.G. 1 Page No. 313 Cubic Metre 4653 1094

1043 Brick Masonry 27.02 BDG 2 Providing first class Burnt Brick masonry with conventional/ I.S.type bricks in cement mortar 1:6 in plinth including bailing outwater manually, striking joints on unexposed faces, pointingwith cement mortar 1:3 on exposed face and watering etc.Complete.

Bd.G.2 Page No. 313 Cubic Metre 4774 1190

1044 Brick Masonry 27.03 BDG 3 Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in plinth as backing incomposite masonry including bailing out water manually,striking joints, raking out joints and watering etc Complete.


1045 Brick Masonry 27.04 BDG 4 Deleted

1046 Brick Masonry 27.05 BDG 5 Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in superstructure includingstriking joints, raking out joints, watering and scaffolding etc.Complete


1047 Brick Masonry 27.06 BDG 7 Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 in half brick thick wallincluding mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placed at everythird course, properly bent and bonded at ends scaffolding,racking out joints and watering etc. complete.

Bd.G.7 Page No. 316 Square Metre

626 140

1048 Brick Masonry 27.07 BDG 8 Providing Burnt Brick-on-edge masonry with second class bricksof conventional type bricks in cement mortar 1:3 including mildsteel longitudinal reinforcement of 2 bars of 6mm diameter /one strips of hoop iron 25 mm X 1.6 mm placed at every thirdcourse, properly bent and bonded at ends, scaffolding, rakingout joints and watering etc .complete.

Bd.G.8 Page No. 317 Square Metre

564 120

212

Sr. No.



GST in Rs.


in Rs.

1049 Brick Masonry 27.08 BDG 9 Providing first class Burnt Brick masonry with conventional / I.S.type bricks in cement mortar 1:4 including scaffolding, rackingout joints pointing in C.M. 1:3 and watering in pillars ofrectangular or square shape as shown on the drawing or asdirected etc.complete.

Bd.G.9 (a) Page No. 317 Cubic Metre 5403 1827

1050 Brick Masonry 27.09 BDG 9 Providing first class Brick masonry with conventional / IS. typebricks in cement mortar 1:4 including scaffolding, racking outjoints pointing in C.M 1:3 and watering etc. in pillars of curvedshapes, as shown on the drawing or as directed etc. complete.

Bd.G.9 (b) Page No. 317 Cubic Metre 5545 1966

1051 Brick Masonry 27.10 BDG 10 Providing second class Burnt Brick masonry with conventional /I.S. type bricks in cement mortar 1:4 including scaffolding,racking out joints and watering etc. in pillar of rectangularshapes as shown in the drawings or as directed complete.

Bd.G.10 (a) Page No. 318 Cubic Metre 4851 1327

1052 Brick Masonry 27.11 BDG 10 Providing second class Burnt Brick masonry with conventional /I.S. type bricks in cement mortar 1:4 including scaffolding,racking out joints and watering etc.in pillar of curved shapes asshown in the drawing or as directed complete.

Bd.G.10 (b) Page No. 318 Cubic Metre 4974 1447

1053 Brick Masonry 27.12 BDG Providing fly ash brick masonry with conventional / I.S. type flyash bricks in C.M. 1:6 in foundation and plinth including bailingout water manually striking joints, racking out joints wateringand scaffolding etc. complete.

As director by engineer in charge and BDG- 2 and 5


1054 Brick Masonry 27.13 BDG Providing fly ash brick masonry with conventional/ I.S. typebricks in cement mortar 1:6 in superstructure including strikingjoints, raking out joints, watering and scaffolding etc. Complete

As director by engineer incharge and BDG- 2 and 5


1055 Brick Masonry 27.14 BDG Providing Second class fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:4 in half brick thick wallincluding mild steel longitudinal reinforcement of two bars of 6mm diameter / two hoop iron strips 25 mm x 1.60 mm at everythird course, properly bent and bounded at ends scaffoldingraking out joints and watering etc. complete.

Bd. G. 7 Page 316 Square Metre

626 140

1056 Brick Masonry 27.15 BDG Providing Autoclaved Aerated Concrete Block masonary ofEcolite or equivalent make conforming to IS:2185 (Part 3) - 1984in extra fine jointing mortar of fixoblock of UltraTech orequivalent in superstructure including striking joints, raking outjoints and scaffolding etc. Complete. (The test shall be carriedout conforming to IS:6441 (Part I) - 1972)

As directed by engineer in charge


213

Sr. No.



GST in Rs.


in Rs.

1057 Brick Masonry 27.16 BDG Providing Autoclaved Aerated Concrete Block masonary ofEcolite or equivalent make conforming to IS:2185 (Part 3) - 1984in extra fine jointing mortar of fixoblock of UltraTech orequivalent in Half brick thick wall including striking joints, rakingout joints and scaffolding etc. Complete. (The test shall becarried out conforming to IS:6441 (Part I) - 1972)

As directed by engineer in charge

Square Metre

725 117

1058 Stone Masonry 28.01 BDH 1 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 in foundation and plinth ofinner walls / in plinth of external walls including bailing outwater manually , striking joints on un exposed faces andwatering etc.complete.

Bd.H.1 Page No. 329 Cubic Metre 2783 1535

1059 Stone Masonry 28.02 BDH 2 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stones in cement mortar 1:5 in basements includingscaffolding, bailing out water manually, racking out joints whenplastering is to be done striking joints where no pointing orplastering is to be done and watering etc.complete.


1060 Stone Masonry 28.03 BDH 3 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stone in cement mortar 1:3 in basement with patentwater proofing compound added to it at rate of 1 kg per bag ofcement including bailing out water manually, scaffoldingracking out joints when plastering is to be done and wateringetc. complete.


1061 Stone Masonry 28.04 BDH 4 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 in superstructure includingracking out joints when plastering is to be done / striking jointswhen no plastering is to be done on inside watering andscaffolding etc.complete.


1062 Stone Masonry 28.05 BDH 5 Providing random rubble masonry second sort of trap / granite /quartzite / gneiss stones in cement mortar 1:6 in plinth includingbailing out water manually , striking joints on unexposed faces.(Excluding pointing) etc.complete.


1063 Stone Masonry 28.06 BDH 6 Providing random rubble masonry second sort of trap / granite /quartzite / gneiss stones in cement mortar 1:6 in superstructureracking out joints when plastering is to be done / striking jointswhen no pointing or plastering is to be done on the insidewatering and scaffolding etc.complete.


1064 Stone Masonry 28.07 BDH 7 Providing random rubble masonry first sort of trap / granite /quartzite / gneiss stones in cement mortar 1:6 in external wallsof plinth including bailing out water manually , racking out jointswhen pointing is to be done and striking joints from insideincluding watering etc.complete.


214

Sr. No.



GST in Rs.


in Rs.

1065 Stone Masonry 28.08 BDH 8 Providing random rubble masonry first sort of trap /granite /quartzite / gneiss stones in cement mortar 1:6 in superstructureincluding bailing out water manually ,raking out joints fromoutside and striking joints when no pointing or plastering is to bedone from inside watering and scaffolding etc.complete.


1066 Stone Masonry 28.09 BDH 11 Providing coursed rubble masonry second sort of trap / granite/ quartzite / gneiss stones in cement mortar 1:6 in external wallsof plinth including bailing out water manually , striking jointsinside and raking out joints from outside and wateringetc.complete

Bd. H.11 Page No. 333 Cubic Metre 6881 1965

1067 Stone Masonry 28.10 BDH 12 Providing coursed rubble masonry second sort of trap / granite/ quartzite / gneiss stones in cement mortar 1:6 in superstructureincluding raking out joints when plastering is to be done andstriking joints when no plastering is to be done on the inside,watering scaffolding etc.complete.


1068 Stone Masonry 28.11 BDH 13 Providing coursed rubble masonry first sort of trap / granite /quartzite / gneiss stones in cement mortar 1:6 in external workof plinth including bailing out water manually, striking jointsinside and watering etc.complete.


1069 Stone Masonry 28.12 BDH 14 Providing coursed rubble masonry first sort of trap / granite /quartzite / gneiss stones in cement mortar 1:6 in superstructureincluding racking out joints on the inside when plastering is tobe done, watering and scaffolding etc. complete.


1070 Stone Masonry 28.13 BDH 40 Providing coursed rubble masonry first sort for pillars of trap /granite / quartzite / gneiss stones in cement mortar 1:6including pointing with cement mortar 1:3 scaffolding andwatering etc.complete.


1071 Stone Masonry 28.14 BDH 15 Deleted

1072 Concrete Block Masonry

29.01 BDI 1 Providing and laying masonry of I.S. Standard C.C. hollow block100 x 200 x 400 mm with 100mm thick in cement mortar 1:6proportion for superstructure including curing, scaffolding etc.complete.

Bd.I.1 Page No. 349 Square Metre

634 302


29.02 BDI 1 Providing and laying masonry of I.S. Standard C.C. hollow block200 x 200 x 400 with 200mm thick mm in cement mortar 1:6proportion for superstructure including curing, scaffolding etc.complete.

Bd.I.1 Page No. 349 Square Metre

702 302

215

Sr. No.



GST in Rs.


in Rs.


29.03 BDI Providing and constructing masonry in precast solid ConcreteBlock (Grade D-50 As per I.S. 2185, Part-I, 1974, Reframed 1987)having compressive strength 5-00 N/mm2) of size (300 mm x200 mm x 150mm) in cement mortar 1:6 for superstructureincluding striking joints on unexposed faces, racking out jointson exposed faces, watering, curing and scaffolding etc.complete.

As directed by Engineer in Charge.



29.04 BDI Providing and constructing masonry in Autoclaved Areaclaved( Celluar) Concrete Block of aproved manufacturer confirmingto IS 2185 Part III 1984 of size ( 625x240x225)mm in extra finejointing mortar of fixoblock of Ultra Tech or equivalent infoundaions and plinth of inner walls/in plinth external wallsincluding bailing out water,striking joints on unexposedfaces,racking out joints on exposed faces and wateringetc.complete




29.05 BDI Providing and constructing masonry in Autoclaved Areaclaved( Celluar) Concrete Block of aproved manufacturer confirmingto IS 2185 Part III 1984 of size ( 625x240x225)mm in extra finejointing mortar of fixoblock of Ultra Tech or equivalent insuperstucture including,striking joints,racking out joints wateringand scaffolding etc.complete




29.06 BDI Providing and constructing masonry in Autoclaved Areaclaved(Celluar) Concrete Block of aproved manufacturer confirmingto IS 2185 Part III 1984 of size (625x 240x100)mm in extra finejointing mortar of fixoblock of Ultra Tech or equivalent in halfbrick thick wall including 2 hoop iron strips 25mm x 1.6mm atevery third course,properly bend and bonded at endsscaffolding racking out joints and watering compete


Square Metre

606 108


29.07 BDI Deleted


29.08 BDI Deleted


29.09 BDI Deleted


29.10 BDI Deleted

216

Sr. No.



GST in Rs.


in Rs.


29.11 BDI Providing Green Build Product (GBP) Build Fast Plus masonryecofriendly wet mix /Blocks laying Adhesive is a pre-polymerized, wet mix jointing adhesive which is suitable forBuilding masonry walls with all kind of blocks with thickness ofthin layer of 2mm to 4mm between masonry units. There is noneed to pre-wet the Blocks nor to post cure the wall withwater.Confirming to IS 2185 of size 75 x 240x 650 mm insuperstructure including striking joints, racking outjoints facesand scaffolding etc. complete.

(As directed by Engineer in Charge)

Square Metre

670 50


29.12 BDI Providing Green Build Product (GBP) Build Fast Plus masonryecofriendly wet mix /Blocks of size 100 X 240 x 650 mm layingAdhesive is a pre-polymerized, wet mix jointing adhesive whichis suitable for Building masonry walls with all kind of blocks withthickness of thin layer of 2mm to 4mm between masonry units.There is no need to pre-wet the Blocks nor to post cure the wallwith water.Confirming to IS 2185 of size in superstructureincluding striking joints, racking out joints faces and scaffoldingetc. complete.


Square Metre

894 50


29.13 BDI Providing Green Build Product (GBP) Build Fast Plus masonryecofriendly wet mix /Blocks of size 200 X 240 x 650 mm layingAdhesive is a pre-polymerized, wet mix jointing adhesive whichis suitable for Building masonry walls with all kind of blocks withthickness of thin layer of 2mm to 4mm between masonry units.There is no need to pre-wet the Blocks nor to post cure the wallwith water.Confirming to IS 2185 of size in superstructureincluding striking joints, racking out joints faces and scaffoldingetc. complete.


Square Metre

1787 50

1085 Expansion Joint 30.01 BDK 1 Providing expansion joints in R.C.C. framed structure (interiorcolumn) with plain premoulded filler 25 mm thick includingfixing T.W. battens on both faces and finishing as directed etc.Complete.

Bd.K.1 Page No. 359 Square Metre

2716 694

1086 Expansion Joint 30.02 BDK 1 Providing expansion joints in R.C.C. framed structure (exteriorColumns) with plain premoulded filler 25 mm thick and 3 mmthick alluminium plate, hold fast, fixing T.W. battens on internalface, finishing etc. complete as directed.


3034 711

217

Sr. No.



GST in Rs.


in Rs.

1087 Expansion Joint 30.03 BDK 1 Providing expansion joints in R.C.C. framed structure (at floorlevel) with premoulded filler 25 mm thick and 3 mm thickaluminium plate as required, bitumen poured filler and fixingT.W. battens on rear faces etc. complete as directed.


3308 701

1088 Expansion Joint 30.04 BDK 1 Providing expansion joints in R.C.C. framed structure (at terracelevel) with premoulded filler 25 mm thick and 3 mm thickaluminium plate as required, bituminous poured filler, fixinglead, flashing on upper side and T.W. battens on inner facefinishing etc. Complete as directed.


3236 643

1089 Expansion Joint 30.05 BDK 1A Providing expansion joints in reinforced cement concreteframed structure (interior columns) with plain premoulded fillerwith confirming to IS 1838,1961, 25 mm thick with 75 mm wideand 1 mm thick stainless steel plate finishing etc. complete asdirected

Bd K 1 A Square Metre

4890 1149

1090 Expansion Joint 30.06 BDK 1B Providing expansion joints in R.C.C. framed structure (exteriorcolumn) with plain premoulded filler 25 mm thick with 75 mmwide and 1 mm thick stainless steel plate and finishing etc.complete.

Bd.K.1 B Square Metre

5278 1149

1091 Expansion Joint 30.07 BDK 1C Providing expansion joints in R.C.C. framed structure (at floorlevel) with plain premoulded filler 25 mm thick with 75 mm wideand 1 mm thick stainless steel plat and finishing etc. complete.

Bd.K.1 C Square Metre

4206 455

1092 Expansion Joint 30.08 BDK 1D Providing expansion joints in R.C.C. framed structure (at Terracelevel) with premoulded filler 25 mm thick with 40 mm wide and1 mm thick stainless steel plate as required, bitumen pouredfiller and finishing etc. complete as directed.

Bd.K.1 D Square Metre

4187 455

1093 Expansion Joint 30.09 BDK Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C framedstructure (at floor level / at terrace level / interior columns) foroverlapping of closed cell foam joints, applying TP- 40 PRIMERon both the sides of concrete surface, filling the 25 mm x 25 mmgap with the POLYDEE-41 highly flexible sealant and coveringthe joint with Polydee-LM, 150 mm width in 2 coats etc.complete.


Running Metre

1649 158

218

Sr. No.



GST in Rs.


in Rs.

1094 Expansion Joint 30.10 BDK Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C. framedstructure (Exterior column) with closed cell foam , applying TP-40 PRIMER on both the sides of concrete surface, filling the 25mm x 25 mm gap with the POLYSEAL, highly flexible sealant andcovering the joint with Polydee- LM, 150 mm width in 2 coatsand fixing the aluminium plate of 100 mm wide and 3 mm thickon external face of column etc. complete.Note- for item no. 9and 10 Prior approval of Superintending Engineer is Necessarybefore execution of work.


Running Metre

1627 131

1095 Expansion Joint 30.11 Providing and fixing bituminous pad 25mm thick for expansionjoints in retaining wall, compound wall etc. complete.


Square Metre

1067 100

1096 Water Proofing 31.01 BDJ 2 Providing and laying damp proof course 50 mm thick in M20cement concrete layer and bitumen / using cement withwaterproofing compound curing, formwork etc. complete.

Bd.J.2 Page No. 355 Square Metre

259 59

1097 Water Proofing 31.02 BDJ 3 Providing and applying Bitumen VG30/VG40 layer at 2 kg. persquare meter over the terrace, structural slab includingcleaning the surface for waterproofing as directed complete


70 9

1098 Water Proofing 31.03 BDJ Providing leak proof treatment by Injection grouting method toold floor without removing tiles of W.C., bath, with cement sandproportion of 1:1.5 and waterproofing compound at 2 kg/bag ofcement mixed in 35 liters of water including drilling holes inrequired position grouting with above mixed solution andceiling etc. complete.


Litre 23 9

219

Sr. No.



GST in Rs.


in Rs.

1099 Water Proofing 31.04 BDJ Providing cement based water proofing treatment to terraces(Indian water proofing or alike) with brick bats laid in requiredslope to drain the water for any span after cleaning the basesurface. Applying a coat of cement slurry admixed withapproved water proofing compound and laying the brick batson bottom layer in C.M.1:5 admixed with approved waterproofing compound filling up to half depth of brick bats, curingthis layer for 3 days, applying cement slurry over this layer jointsof brick bats with C.M.1:3 admixed with approved waterproofing compound and finally top finishing with average 20mm. thick layers of same mortar added with jute fiber at 1 Kgper bag including finishing the surface smooth with cementslurry admixed with approved water proofing compound.Marking finished surface with false squares of 300mm x 300 mm.making the junctions at the parapet rounded and tapered topfor required height, with drip mould at the junction of plasterand parapet and curing and covering 10 years Guaranteeagainst leakproofness on Court fee stamp paper of Rs. 500/-including ponding test etc. complete.


Square Metre

711 369

1100 Water Proofing 31.05 BDJ Providing water proof bedding for flooring of Bath and WC 25mm thick in C.M. 1:3 including using approved water proofingcompound inspecified proportion as per manufacturers specifications for perbag of cement including leveling, curing and covering 10 yearsguarantee oncourt fee stamp paper of Rs.500/- including ponding test etc.complete.


Square Metre

374 240

1101 Water Proofing 31.06 BDJ Providing waterproof plaster in W.C. and bath 12 mm thick fordado in cement mortar 1:3 with neat finishing, floating usingwaterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc.complete. (Excluding Tiles)(As directed by Engineer in Charge)


Square Metre

228 92

1102 Water Proofing 31.07 BDJ Providing waterproof plaster in W.C. and bath 20 mm thick fordado in cement mortar 1:3 with neat finishing, floating usingwaterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing (and fillingjoints of Nahani trap and any outlet by properly) etc. complete.


Square Metre

360 204

220

Sr. No.



GST in Rs.


in Rs.

1103 Water Proofing 31.08 BDJ Removing the tar or coba and disposing of the material asdirected etc. complete.


Square Metre

16 16

1104 Water Proofing 31.09 BDJ Providing and applying water proofing treatment using acrylicpolymer modified cement based water proofing coating withfibre glass mesh mixing at the rate of powder to liquid (2:1) byweight covering 9 to 10 sqm /kg with two coat using Dr. Fixit oralike of chemicals for masonry and concrete surface by brushcovering 7 years guarantee on Stamp Papers etc. complete.


Square Metre

791 488

1105 Water Proofing 31.10 BDJ Providing and laying jointless Polydee-LM, a highly flexibleelastometric coating for RCC / cementitious surface for terracewaterproofing on B.B. Coba / R.C.C, after application of TP-42Primer on perfectly clean surface (free from loose dust andforeign matter) application of 1st coat of Polydee-LM @ 700gms/sqm and applying 2nd coat of Polydee-LM @ 700 gms/sqmand finishing the same with sprinkling the AG-10 granules on thewet coating. (After finishing covering the treatment with 25mmcement plaster for protection with fibrillated 6mm Plyplast fibre@ 125 gms/sqm to be paid in separate item.) covering 7 yearsguarantee on Court Fee Stamp Paper of Rs. 100/- etc.complete.


Square Metre

842 43

1106 Water Proofing 31.11 BDJ Providing and applying a base coat comprising of 1 Kg Polydee-MC and 1 Kg fresh cement after wetting the surface followed bydrying the surface for 2 days, apply primer coat of TP-40 andafter drying, applying Polydee-11 two component (mixing ratio2 A : 1 B) ) Antibacterial food grade coating inside drinkingwater tank in two coats with time interval of minimum 8 hrs.covering 7 years guarantee on Court Fee Stamp Paper of Rs.100/- etc. complete.


Square Metre

724 57

1107 Water Proofing 31.12 BDJ Providing and fixing 20 to 25 mm thick rough shahabad boxtype waterproofing for basement or underground floor on abase of Cement concrete 1:3:6, including sub base of 2.50centimeter thick Cement mortar 1:3 with conceal, secrete(RMW), Algae proof or other alike waterproofing liquids, rakingof joints upto 35 mm depth, filling the joints with 6 mm sizecrushed metal, hand grouting with cement slurry, curing andcleaning, with 7 years guarantee on court fee stamp of Rs. 100/-with ponding test etc complete. (excluding Cement concrete1:3:6 base concrete )


803 209

221

Sr. No.



GST in Rs.


in Rs.

1108 Water Proofing 31.13 BDJ Providing and fixing 20 to 25 mm thick rough shahabad boxtype waterproofing treatment to vertical outside faces ofReinforced Cement concrete walls of basement or undergroundfloor including filling the gap of 25 mm between roughshahabad and R.C.C. walls with cement grout mixed with waterproofing liquid Algae proof or other alike with one tile liftmethod, brushing the joints horizontally with cement slurrymixed with water proofing liquid for width 30 to 35 mm andsloping coping over topmost tile with cement mortar 1:3, buttingthe bottom most with Cement concrete 1:2:4 mixed with waterproofing liquid, curing, with 7 years guarantee on court feestamp of Rs.100/- with ponding test etc complete. (excludingCement concrete 1:3:6 base concrete)


723 188

1109 Water Proofing 31.14 BDJ Providing and laying perforated PVC 160 mm dia pipe in properline,leveland slope including necessary material fitting etc.complete.


Running Metre

754 211

1110 Water Proofing 31.15 BDJ Providing and applying required coats of a water based UVresistant Evercrete Top Seal sealant to protect natural stone,bricks, concrete and wooden structures from water intrusionand staining due to water penetration and algue formation etccomplete


Square Metre

357 68

1111 Water Proofing 31.16 BDJ Providing and applying required coats of a water basedEvercrete Deep Penetrating Sealer (DPS) on cement concretesurface like roads, beams, and columns, plastered walls,basements, roofs, potable water tanks etc to react with cementand to penetrate concrete structure thereby making it resistantto chemicals / chlorides water to make it dust proof and to actas a water resistant at the same time which Strengthens thetreated surface and reduce the curing period etc complete. -Note -- for item no. 7 to 4 prior approval of SuperintendingEngineer will be necessary


Square Metre

554 72

222

Sr. No.



GST in Rs.


in Rs.

1112 Water Proofing 31.17 Providing water proofing treatment as per IS : 1346-1966 togenerally inaccessible sloping Reinforced Cement ConcreteTerrace slab with bitumen felts in all positions in five course,consisting of applying cold bitumen primer coat at the rate of2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kgper 10 Sqm. and over the same layer of bitumen felt of type IIIgrade (I) as per IS: 1332-1965 across the slope with 10 cmoverlap commencing at lowest level and again applying hotbitumen course at the rate of 14.50 kg per 10 Sqm. and finallyspreading over it grit at the rate of 14.50 kg per 10 Sqm.including all lifts, leads and scaffolding whenever necessarycomplete as directed with four years' guarantee on requisitestamp paper etc. complete.


Square Metre

338 107

1113 Water Proofing 31.18 Deleted








1121 Plastering and Pointing

32.01 BDL 1 Providing internal cement plaster 6 mm thick in a single coat incement mortar 1:4 without neeru finish to concrete surface in allpositions including scaffolding and curing etc. complete.

Bd.L.1 Page No. 367 Square Metre

128 64


32.02 BDL 1 Providing internal cement plaster 6 mm thick in a single coat incement mortar 1:3 without neeru finish to concrete surface in allpositions including scaffolding and curing etc. complete.


132 95


32.03 BDL 2 Providing internal cement plaster 12mm thick in single coat incement mortar 1:5 without neeru finish to concrete or bricksurfaces, in all positions including scaffolding and curing etc.complete.

Bd. L.2 Page No. 368 Square Metre

174 78

223

Sr. No.



GST in Rs.


in Rs.


32.04 BDL 2A Providing internal cement plaster 12mm thick in single coat incement mortar 1:4 without neeru finish to concrete or bricksurfaces, in all positions including scaffolding and curing etc.complete.


178 78


32.05 BDL 2B Providing internal cement plaster 12mm thick in single coat incement mortar 1:3 without neeru finish to concrete or bricksurfaces, in all position including scaffolding and curing etc.complete.


185 78


32.06 BDL 4 Providing internal cement plaster 20mm thick in two coats incement mortar 1:5 without neeru finish, to concrete, bricksurface, in all positions including scaffolding and curing etc.complete


322 152


32.07 BDL 4A Providing internal cement plaster 20mm thick in two coats incement mortar 1:4 without neeru finish, to concrete, bricksurface, in all positions including scaffolding and curingetc.complete.


328 152


32.08 BDL 4B Providing internal cement plaster 20mm. thick in two coats incement mortar 1:3 without neeru finish, to concrete, bricksurface, in all positions including scaffolding and curing etc.complete.


333 152


32.09 BDL 5 Providing internal cement plaster 25mm thick in two coats incement mortar 1:4 without neeru finish, to concrete, brick orstone surfaces, in all positions including scaffolding and curingetc.complete.


391 177


32.10 BDL 3 Providing internal cement plaster 20mm thick in single coat incement mortar 1:3 without neeru finish to stone masonrysurfaces, in all positions including scaffolding and curing etc.complete.


0 0


32.11 BDL 7 Providing sand faced plaster externally in cement mortar usingapproved screened sand, in all positions including base coat of15 mm thick in cement mortar 1:4 using waterproofingcompound at 1 kg per cement bag curing the same for not lessthan 2 days and keeping the surface of the base coat rough toreceive the sand faced treatment 6 to 8 mm thick in cementmortar 1:4 finishing the surface by taking out grains and curingfor fourteen days scaffolding etc.complete.


509 319


32.12 BDL 8 Providing rough cast cement plaster externally in two coats toconcrete, brick or stone masonry surfaces in all positions withbase coat of 12 to 15 mm thick in C.M. 1:4 and rough casttreatment 12mm thick in proportion 1:1 1/2:3 includingscaffolding and fourteen days curing complete.


405 194

224

Sr. No.



GST in Rs.


in Rs.


32.13 BDL 9 Providing rough cast cement plaster externally in two coats withcoloured cement finish to concrete/ brick/ stone masonrysurfaces in all positions with base coat 12 to 15 mm. thick inC.M. 1:4 using gray cement and rough cast treatment 12 mmthick in proportion of 1:1 1/2:3 using colour pigment includingscaffolding and fourteen days curing etc. complete.

Bd.L.9, Page No.370 Square Metre

408 194


32.14 BDL Providing and applying Texture plaster with finishing withPurlina/ Rustic texture material (with texture material of Asian/Renava/ Nitco/ Temtex or equivalant company make) in 3 to 4milimeter thickness on previously finished plastered surfaceincluding plaster Groove 6mm thick or Tape Grooves 35 to 45mm thickness or as required in all postion including preparingthe surface scaffolding etc. complete. ( Excluding texture Paintand Texture Paint Finishing) (Prior permission of S.E. is requiredbefore inclusion of this item in the estimate)

Spec.No.: As directed by Engineer- in-charge.

Square Metre

632 205


32.15 BDL 10 Providing neeru finish to plastered surfaces in all positionsincluding scaffolding and curing etc. complete.

Bd. L.10, Page No.370 Square Metre

35 32


32.16 BDL 15A Providing flush grooved pointing with cement mortar 1:3 forbrick work including scaffolding and curing etc. complete.


108 60


32.17 BDL 15B Providing flush grooved pointing with cement mortar 1:3 forstone masonry work including scaffolding and curing etc.complete.


114 60


32.18 BDL 16 Providing tuck pointing with cement mortar 1:3 for stone/Brickmasonry including scaffolding and curing etc. complete.

Bd. L. 16 Page No. 373 Square Metre

111 60


32.19 BDL 17 Providing weathered pointing with cement mortar 1:3 for stone/Brick masonary including scaffolding and curing etc. complete.


112 60


32.20 BDL 18 Providing vee pointing with cement mortar 1:3 for stone / Brickmasonry including scaffolding and curing etc. complete


108 60


32.21 BDL Providing fine cement finish 1.5 mm thick over green plastersurface including scaffolding curing etc. complete.


Square Metre

59 47


32.22 BDL Labour charges for providing groove in external plaster havingwidth and spaced as directed by engineer incharge etc.complete.


Running Metre

28 28


32.23 BDL Providing patti/ band 75mm wide on plastered surface 12 mmto 15 mm thick in C.M. 1:3 line and level including neat finishingscaffolding curing etc. complete.


Running Metre

23 11

225

Sr. No.



GST in Rs.


in Rs.




Running Metre

34 17




Running Metre

47 23


32.26 BDL Providing and fixing chicken mesh of 22 gauge, with about 30cm. width at the junction of R.C.C members and brick work, ofapproved quality including fixing mesh in position by necessarydrilling in concrete /B.B.masonry and or tying by binding wireetc. complete.

As directed by Engineer in Charge:

Running Metre

81 18


32.27 BDL Providing and applying plaster with plaster of paris in 6mmthickness to previously plaster surface in all position includingpreparing the surface scaffolding etc. complete.


Square Metre

92 46


32.28 BDL Providing and applying spray plaster made with finely gradedmarble and quartz in 2 mm thickness in two coats using puttyknife or trowel to newly plaster fairly even surface afterminimum 30 days gap in all position including finishing thesurface using zero number sand paper or fine emry papergently level the area by moving paper in round circlesremoving the dust and clean the surface with dry cloth andscaffolding including all materials and labour etc. complete.


Square Metre

180 23


32.29 BDL Providing and applying laying Aggregate plaster in granite /marble stones, as decorative finish to give granite / marble likeappearance to concrete, brick or block surfaces in all positionincluding preparation of surface smoothly, evenly by racking ofjoints in case of Brick or block work including backing layer of12 mm thick with cement mortar 1:3 with 2% integral cementwater proofing compound, roughening for wall keyinghardening and drying the surface for a minimum five days gapsincluding second coat of cement lime mortar into a proportion1:4 preparing the surface for three coat of marble finish plastergiving a thin coat of white cement and two parts of coursecalcite powder, applying the mortar with steel float on thesurface in proper evenness applying at coat of white cementand lime to set a smooth finish then applying a thin coat ofslurry made of white cement and black oxide colour in requiredproportion by the steel float to get black streaks on the surfaceand curing the surface for two days including all materials andlabour etc. complete.


Square Metre

1034 259

226

Sr. No.



GST in Rs.


in Rs.


32.30 BDL Providing and applying plaster / wall punning with plaster ofparis ( with plaster of paris material of Ambuja / Mor Chap orequivalent make ) in 10 to 13 millimeter thickness to previouslyplastered surface / or on newly brick surface ( Excluding roughcast plaster ) in all position including preparing and Finishing thesurface scaffolding etc.complete.


Square Metre

531 153


32.31 BDL Providing and applying gypsum plaster ( with Gypsum materialof Gypsum India / Mega Sign or equivalent make ) with finishingwith gypsum material in 10 to 13 millimeter thickness topreviously plastered surface / or on newly brick surface (Excluding rough cast plaster ) in all position including preparingand Finishing the surface scaffolding etc.complete.


Square Metre

544 153


32.32 BDL Providing and applying Texture plaster with finishing withPurliDeleted / Rustic texture material ( with texture material ofAsian / Renava / Nitco/Temtex or equivalent company make )in 3 to 4 millimeter thickness on previously finished plasteredsurface ,including Plaster Groove 6mm thickness or TapeGrooves 35 to 45 mm thickness or as required, in all positionincluding preparing the surface scaffolding etc.complete.


Square Metre

492 140


32.33 BDL Removing the existing cement plaster of any thickness withoutcausing dust nuisance and stacking the debris upto a distanceof 50 metres or spreading in the compound and cleaning thesite etc. complete. Note : Following items to be executed after prior approval ofSuperintending Engineer.


Square Metre

26 26


32.34 BDL Providing and applying Two coats of wall care Putty of 2mmthickness for plastered surface and 5-6mm thickness finishedconcrete surface to Ceiling and Walls to prepare surface evenand smooth of BrandsBIRLA WHITE, BERGER, BISION, J.K., make, etc complete. a) For plastered walls/ceiling 2mm


Square Metre

97 30


32.35 BDL Providing and applying Two coats of wall care Putty of 2mmthickness for plastered surface and 5-6mm thickness finishedconcrete surface to Ceiling and Walls to prepare surface evenand smooth of BrandsBIRLA WHITE, BERGER, BISION, J.K., make, etc complete. b) For finished concrete walls/ceiling 5 to 6mm


Square Metre

170 51

227

Sr. No.



GST in Rs.


in Rs.


32.36 BDL Providing cement patta / band of 2.50 cm width on either sideof edges of plaster for doors and windows including scaffolding,finishing, curing etc. complete.


Square Metre

24 17


32.37 BDL Providing groove to required size at specified location asdirected by Engineer, at junction of brick masonry wall andR.C.C beams or Column, at junction of composite masonry,including scaffolding, finishing, curing etc. complete.


Square Metre

25 20

1158 Paving Flooringand dado

33.01 BDM 1 Providing and laying Rough Shahabad Stone Flooring 25mm to30mm thick and of required width in plain/ diamond pattern ona bed of 1:6 C.M. including cement float, striking joints, pointingin cement mortar 1:3 curing and cleaning etc. complete.

Bd.M.1 Page No. 379 Square Metre

488 176


33.02 BDM 1A Providing and laying Rough Shahabad Stone Flooring 40mm.to45 mm. thick and of required width in plain/ diamond patternon a bed of 1:6 C.M. including cement float, striking joints,pointing in cement mortar 1:3 curing and cleaning etc. etc.complete


533 182


33.03 BDM 1B Providing and laying Rough Shahabad Stone Flooring 50mm to60mm thick and of required width in plain/ diamond pattern ona bed of 1:6 C.M. including cement float, striking joints, pointingin cement mortar 1:3 curing and cleaning etc. etc. complete.


598 190


33.04 BDM 3 Providing and laying Polished Shahabad Stone flooring 25mm to30mm thick and required width wide in plain/ diamond patternon a bed of 1:6 C.M. including cement float, filling joints, withneat cement slurry, curing, polishing and cleaning etc.complete.


585 178


33.05 BDM 3A Providing and laying Polished Tandur Stone flooring 25mm to30mm thick required width in plain/ diamond pattern on a bedof 1:6 C.M. including cement float, filling joints with neat cementslurry, curing, polishing and cleaning etc. complete.


713 223


33.06 BDM 3B Providing and laying machine cut machine Polished Kota stoneflooring 25mm to 30mm thick and required width in plain/diamond pattern on bed of 1:6 C. M. including cement float,filling joints with neat cement slurry, curing, polishing andcleaning etc. complete.


877 223


33.07 BDM Providing and laying handcut polished Kotah Stone flooring25mm to 30mm thick and 30cm wide in plain/diamond patternon a bed of 1:6 C.M. including cement float, filling joints withneat cement slurry, curing, polishing and cleaning etc.complete.

Bd.M.3 Page No.380 Square Metre

806 171

228

Sr. No.



GST in Rs.


in Rs.


33.08 BDM Providing and laying polished hand cut Kotah Stone flooring25mm to 30mm thick and 45cm to 55cm wide in plain/diamondpattern on a bed of 1:6 C.M. including cement float, filling jointswith neat cement slurry, curing, polishing and cleaningcomplete.

Bd.M.3 Page No.380 Square Metre

931 171


33.09 BDM 7 Providing and laying cement concrete flooring 40 mm thick withM15 cement concrete laid to proper level and slope inalternate bays including compaction, filling joints, marking linesto give the appearance of tiles of 30 cm x 30 cm or other sizelaid diagonally /square etc finishing smooth (with extra cement)in any colour as directed and curing etc. complete. WithNatural Sand


330 156


33.10 BDM 7 Providing and laying cement concrete flooring 40 mm thick withM15 cement concrete laid to proper level and slope inalternate bays including compaction, filling joints, marking linesto give the appearance of tiles of 30 cm x 30 cm or other sizelaid diagonally/ square etc finishing smooth (with extra cement)in any colour as directed and curing etc. complete. WithCrushed Sand.


293 156


33.11 BDM 6 Providing and laying cement concrete flooring 40mm thick withM20 cement concrete laid to proper level and slope inalternate bays, including compaction, filling joints, markinglines to give appearance of tiles of 30cm x 30cm or other sizelaid diagonally/square etc. finishing smooth (with extra cement)in any colour as directed and Curing etc. complete. WithNatural Sand


374 156


33.12 BDM 6 Providing and laying cement concrete flooring 40mm thick withM20 cement concrete laid to proper level and slope inalternate bays, including compaction, filling joints, markinglines to give appearance of tiles of 30cm x 30cm or other sizelaid diagonally/square etc. finishing smooth (with extra cement)in any colour as directed and Curing etc. complete. WithCrushed Sand


351 156


33.13 BDM 7A Providing and laying cement concrete flooring 50 mm thick withM15 cement concrete laid to proper level and slope inalternate bays including compaction filling joints, marking linesto give the appearance of tiles of 30cm x 30cm or other sizelaid diagonally/ square etc finishing smooth (with extra cement)in any colour as directed and curing etc. complete. WithNatural Sand


398 156

229

Sr. No.



GST in Rs.


in Rs.


33.14 BDM 7A Providing and laying cement concrete flooring 50 mm thick withM15 cement concrete laid to proper level and slope inalternate bays including compaction filling joints, marking linesto give the appearance of tiles of 30cm x 30cm or other sizelaid diagonally/square etc finishing smooth (with extra cement)in any colour as directed and curing etc. complete. WithCrushed Sand.


308 86


33.15 BDM 6A Providing and laying cement concrete flooring 50mm thick withM20 cement concrete laid to proper level and slope inalternate bays including compaction, filling joints, marking linesto give the appearance of tiles of 30cm x 30cm or other sizelaid diagonally/ square etc. finishing smooth (with extracement) in any colour as directed and curing etc. complete.With Natural Sand


342 100


33.16 BDM 6A Providing and laying cement concrete flooring 50mm thick withM20 cement concrete laid to proper level and slope inalternate bays including compaction, filling joints, marking linesto give the appearance of tiles of 30cm x 30cm or other sizelaid diagonally/ square etc. finishing smooth (with extracement) in any colour as directed and curing etc. complete.With Crushed Sand.


379 146


33.17 BDM 22 Providing and laying machine cut machine polished shahabadStone slabs 20 to 25mm thick for treads and risers of steps andstaircases, with rounded nosing for the treads on a bed of 1:4cement mortar including cement float, filling joints with neatcement slurry, curing, polishing and cleaning etc. complete.


755 271


33.18 BDM 22B Providing and laying machine cut machine polished machinecut Kota stone slabs 20 to 25 mm thick for treads and risers ofsteps and staircases, with rounded nosing for the treads on abed of 1:4 cement mortar including cement float, filling jointswith neat cement slurry, curing, polishing and cleaning etc.complete.


1004 271


33.19 BDM 29B Providing sills of polished Kota stone 25 mm to 30mm thick, on abed of 1:4 cement mortar including cement float, filling jointswith slurry, curing polishing and cleaning etc. complete.


862 230


33.20 BDM 29C Providing sills of polished Kadappa stone 25mm to 30mm thick,on a bed of 1:4 cement mortar including cement float, fillingjoints with slurry, curing polishing and cleaning etc. complete.


744 230

230

Sr. No.



GST in Rs.


in Rs.


33.21 0 Providing sills of required material 20mm to 25mm thick, on abed of cement mortar 1:4 including cement float, filling jointswith neat cement slurry, curing, polishing, rounding edges,cleaning complete. a) Marble other than white makraDeleted

Spec.No.: Bd.M.31/Page No.392

Square Metre

1273 179


33.22 0 Providing sills of required material 20mm to 25mm thick, on abed of cement mortar 1:4 including cement float, filling jointswith neat cement slurry, curing, polishing, rounding edges,cleaning complete. b) Granite

Spec.No.: Bd.M.31/Page No.393

Square Metre

2869 179


33.23 BDM 15 Providing and fixing black kadappa stone as shelves 25mm.

thick machine polished, extending the polish upto 20 cm widthon lowerside, rounding corners, laying in position jointing withbedding cement mortar 1:4 proportion curing etc etc.complete.


825 232


33.24 BDM 12 Providing and laying ceramic tiles of having size 30 cm x 30cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mmthick for flooring in required position laid on a bed of 1:4cement mortar including cement float, filling joint withwhite/colour cement slurry cleaning curing etc. complete.

Bd.M.12 Page No. 385. Square Metre

920 279


33.25 BDM 13 Providing and laying ceramic tiles of having size 30 cm. x 30cm. and confirming to corresponding I.S. for dado and skirtingin required position with readymade adhesive mortar ofapproved quality on plaster of 1:2 cement mortar including jointfilling with white/ colour cement slurry cleaning curing etc.complete.


927 279


33.26 BDM 13 Providing and laying ceramic tiles having size 30 cm. x 45 cm.confirming to corresponding I.S. for dado and skirting inrequired position with readymade adhesive mortar of approvedquality on plaster of 1:2 cement mortar including joint filling withwhite/ colour cement slurry cleaning curing etc. complete.


1018 294


33.27 BDM 13 Providing and laying ceramic tiles having size 30 cm. x 60 cm.confirming to corresponding I.S. for dado and skirting inrequired position with readymade adhesive mortar of approvedquality on plaster of 1:2 cement mortar including joint filling withwhite/ colour cement slurry cleaning curing etc. complete.


1018 294


33.28 BDM Providing Mirror polishing to Kota Stone including using allnecessary stones and equipments cleaning, washing etc.complete. For Flooring


Square Metre

112 24

231

Sr. No.



GST in Rs.


in Rs.


33.29 BDM Providing Mirror polishing to Kota Stone including using allnecessary stones and equipments cleaning, washing etc.complete. For Skirting


Running Metre

50 24


33.30 BDM Providing and laying in situ cement concrete M20 with tremixtreatment for 100 mm thickness for flooring with groove cuttingof 4mm wide and 20mm deep with necessary refilling withbitumen etc. complete.


Square Metre

497 116


33.31 BDM Providing and laying in situ cement concrete M30 with tremixtreatment for 200 mm thickness for flooring with groove cuttingof 4mm wide and 20mm deep with necessary refilling withbitumen etc. complete.


Square Metre

1010 234


33.32 BDM 35 Providing 25 mm to 30 mm thick partition of polished blackkadappa stone slab of approved quality including givingrequired size and shape etc. Fixing in cement mortar 1:3 curingand cement etc. complete. a) One side polish

Bd.M.35 B/P No.393 Square Metre

750 224


33.33 BDM 35 Providing 25 mm to 30 mm thick partition of polished blackkadappa stone slab of approved quality including givingrequired size and shape etc. Fixing in cement mortar 1:3 curingand cement etc. complete. b) Both side polish

Bd.M.35 B/P No.393 Square Metre

1125 364


33.34 BDM 3 Providing and laying in position flooring of telephone black /Amba White / Cat bary brown / Ruby red / Ocean Browngranite stone of approved shade and size 18 mm to 20 mmthick on bed 1:6 cement mortar including cement floats strikingjoints, pointing in C.M. 1:3 curing and cleaning etc. complete.

Bd.M. 3 B/Page No. 380 Square Metre

3362 224


33.35 BDM 22 Providing and fixing machine cut machine polished 18 mm to20 mm thick telephone black / Amba White / Cat bary brown /RBI red / Ocean Brown granite stone for treads and risers ofsteps and staircases of approved colour and shade withrounded moulding and three grooved line for the treads on bedof 1:4 Cement mortar including float filling joints with neatcement slurry curing polishing and cleaning etc. complete.

Bd. M.22 B/Page No. 390 Square Metre

3205 213


33.36 BDM 35 Providing and fixing machine cut mirror polished 18 mm to 20mm thick telephone black granite / Amba White / Cat barybrown / RBI red / Ocean Brown granite stone partition withrounding the edges etc. complete . Both side polish

Bd.M.35 B/Page No.393 Square Metre

3380 250


33.37 BDM 35 Providing and fixing machine cut mirror polished 18 mm to 20mm thick telephone black / Amba White / Cat bary brown / RBIred / Ocean Brown granite stone partition with rounding theedges etc. complete. One side polish

Bd.M.35 B/Page No.393 Square Metre

3349 224

232

Sr. No.



GST in Rs.


in Rs.

1195 Paving Flooring and dado

33.38 BDM 35 Providing and preparing kitchen otta up to 75 cm width ,made

up from 30 mm thick and 75 cm high vertical support forkadppa at 1 m. c/c of 25 mm thick both side polished kadappamiddle shelf and bottom of 20 mm thick one side polishedkadappa with facia patti of 20 x 50 mm kadappa including allmaterial labour cutting fixing with cement mortar and aralditecuring polished and cleaning etc. complete.

Bd.M.35C / Page No. 393 Square Metre

2070 267


33.39 BDM 35 Providing and fixing 1.5 mm thick polyvenyl venyl chlorideflooring including leveling the base with white cement includingpasting with appropriate material cleaning the surface etc.complete

Bd.M.35C / Page No. 393 Square Metre

461 112


33.40 BDM 12 Providing and laying vitrified mirror / glossy finish tilesdecorative type having size 590 mm to 605 mm x 590 mm to605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern forflooring in required position laid on a bed of 1:4 cement mortarincluding neat cement float, filling joints, curing and clearingetc. complete. a) Flooring

Bd.M. 12 Page No.385 Square Metre

839 86


33.41 BDM 12 Providing and laying vitrified mirror / glossy finish tiles havingsize 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mmthickness and confirming to IS. 15622-2006 ( group Bla) ofapproved make, shade and pattern for flooring in requiredposition laid on a bed of 1:4 cement mortar including neatcement float, filling joints, curing and clearing etc. complete.b)Skirting

Bd.M. 12 Page No.385 Square Metre

928 171


33.42 BDM 12 Providing and laying vitrified matt fininsh tiles having size 590mm to 605 mm x to 605 mm of 8 to 10 mm thickness andconfirming IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bedof 1:4 cement morar including neat cement float, filling joints,curing and cleaning etc. complete. a) Flooring


1293 82


33.43 BDM 12 Providing and laying vitrified matt finish tiles having size 590mm to 605 mm x to 605 mm of 8 to 10 mm thickness andconfirming IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bedof 1:4 cement mortar including neat cement float, filling joints,curing and cleaning etc. complete. b) Skirting


1601 202

233

Sr. No.



GST in Rs.


in Rs.


33.44 BDM 12 Providing and laying vitrified rustic matt stone finish tiles havingsize 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mmthickness and confirming to IS. 15622-2006 (Group Bla) ofapproved make, shade and pattern for flooring in requiredposition laid ?on a bed of 1:4 cement mortar including neatcement float, filling joints, curing and cleaning etc. complete.a) Flooring


1391 112


33.45 BDM 12 Providing and laying vitrified rustic matt stone finish tiles havingsize 590 mm to 605 mm x 590 mm to 605 mm to 8 to 10mmthickness and confirming to IS. 15622-2006 (Group Bla) ofapproved make, shade and pattern for flooring in requiredposition laid ?on a bed of 1:4 cement mortar including neatcement float, filling joints, curing and cleaning. etc. complete.b) Skirting


1492 213


33.46 BDM 12 Providing and laying vitrified stone effect finish tiles having size590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness andconfirming to IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bedof 1:4 cement mortar including required position laid on a bedof 1:4 cement mortar including neat cement float, filling joints,curing and cleaning etc. complete a) Flooring

Bd.M. 12 Page No. 385 Square Metre

1464 118


33.47 BDM 12 Providing and laying vitrified stone effect finish tiles having size590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness andconfirming to IS. 15622-2006 (Group Bla) of approved make,shade and pattern for flooring in required position laid on a bedof 1:4 cement mortar including required position laid on a bedof 1:4 cement mortarincluding neat cement float, filling joints,curign and cleaning etc. complete. b) Skirting

Bd.M. 12 Page No. 385 Square Metre

1571 224


33.48 BDM 12 Providing and fixing green marble of 18 to 20 mm thick for doorframe/ dado/ window boxing etc. On C.M. 1:6 including fillingjoints with polymer base filler nosing the sharp edges wherevernecessary, curing, etc. complete.

Bd. M. 12 Square Metre

1569 202


33.49 BDM Providing and fixing heavy duty inter locking concrete Graypaving blocks of 60 mm thickness of having a strength of 300kg/Sq.cm. of approved quality and shape on a bed of crushedsand of 25 to 30 mm thick including skirting joints and cleaningetc. complete.

A directed by Engineer in charge

Square Metre

660 61

234

Sr. No.



GST in Rs.


in Rs.


33.50 BDM Providing and fixing heavy duty inter locking concrete Graypaving blocks of 80 mm thickness of having a strength of 300kg/Sq.cm. of approved quality and shape on a bed of crushedsand of 25 to 30 mm thick including skirting joints and cleaningetc. complete.


Square Metre

761 61


33.51 BDM Providing and fixing heavy duty inter locking concreteColoured paving blocks of 60 mm thickness of having astrength of 300 kg/Sq.cm. of approved quality and shape on abed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete


Square Metre

699 61


33.52 BDM Providing and fixing heavy duty inter locking concreteColoured paving blocks of 80 mm thickness of having astrength of 300 kg/Sq.cm. of approved quality and shape on abed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete


Square Metre

860 61


33.53 BDM 12 Providing and fixing heavy duty inter locking concrete RUBBERMOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness ofhaving a strength of 400 Kg/sq.m of approved quality andshape on a bed of crushed sand of 25 to 30 millimeter thickincluding striking joints and cleaning etc. complete. (using100% crushed sand)

Bd. M-12 page No. 385 Square Metre

704 107


33.54 BDM Providing and fixing heavy duty inter locking concrete Rubbermould glossy paving blocks of 80 mm thickness of having astrength of 400 kg/Sq.cm. of approved quality and shape on abed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete. (using 100% crushed sand)

Bd. M. Square Metre

1022 61


33.55 BDM Providing and fixing heavy duty inter locking concreteColoured paving blocks of 40 mm thickness of having astrength of 200 kg/Sq.cm. of approved quality and shape on abed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete.


Square Metre

599 61


33.56 BDM Providing leather finished polishing to Granite Stone slab bycontinuous grinding in 4 coats of different bits to receive roughand matt finish including buffing process before laying andfixing of stone as per drawing and design, including cleaning,washing and finishing etc. complete.


Square Metre

491 95

235

Sr. No.



GST in Rs.


in Rs.


33.57 BDM Providing leather finished polishing to Kota / Marble / Shahabad/ Kadappa Stone slab by continuous grinding in 4 coats ofdifferent bits to receive rough and matty finish including buffingprocess before laying and fixing of stone as per drawing anddesign, including cleaning, washing and finishing etc.complete.


Square Metre

412 95


33.58 BDM 12 Providing and laying Vitrified mirror/glossy finish havingdecorative type of size 590 millimeter to 605 millimeter x 590millimeter to 605 millimeter of 8 to 10 millimeter thickness (on aexisting flooring) with bonding chemical and confirming to IS15622-2006 (Group Bla) of approved make shade and patternfor flooring in required position laid on a bed of bondingchemical filling joints curing and cleaning etc . complete.


947 96


33.59 0 Providing and laying Vitrified MATT finish having decorativetype of size 600 millimeter x 600 millimeter of 8 to 10 millimeterthickness (on a existing flooring) with bonding chemical andconfirming to IS 15622-2006 (Group Bla) of approved makeshade and pattern for flooring in required position laid on a bedof bonding chemical filling joints curing and cleaning etc.complete.


1445 96


33.60 0 Deleted


33.61 0 Providing and laying Vitrified MATT finish having decorativetype of size 1000 millimeter x 1000 millimeter of 8 to 10millimeter thickness (on a existing flooring) with bondingchemical and confirming to IS 15622-2006 (Group Bla) ofapproved make shade and pattern for flooring in requiredposition laid on a bed of bonding chemical filling joints curingand cleaning etc .complete.


1707 576


33.62 0 Providing and laying Vitrified RUSTIC MATT STONE finish havingdecorative type tiles of size 600 millimeter x 600 millimeter of 8to 10 millimeter thickness (on a existing flooring) with bondingchemical and confirming to IS 15622-2006 (Group Bla) ofapproved make shade and pattern for flooring in requiredposition laid on a bed of bonding chemical filling joints curingand cleaning etc. complete.


1489 96


33.63 0 Deleted

236

Sr. No.



GST in Rs.


in Rs.


33.64 0 Deleted


33.65 BDM 12 Providing and laying Vitrified STONE EFFECT FINISH havingdecorative type tiles of size 590 millimeter to 605 millimeter x590 millimeter to 605 millimeter of 8 to 10 millimeter thickness(on a existing flooring) with bonding chemical and confirmingto IS 15622-2006 (Group Bla) of approved make shade andpattern for flooring in required position laid on a bed of bondingchemical filling joints curing and cleaning etc. complete.


1589 91


33.66 BDM Providing and laying chequered tiles of approved quality ofsize 30 cm x 30 cm, confirming to corresponding I.S. for flooringin required position laid on a bed of 1:4 cement mortarincluding cement float, filling joint with cement slurry cleaningcuring etc. complete.


453 65


33.67 BDM Providing and laying Antiskid Ceramic tiles of approved qualityof size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-BIIA) for antiskid flooring in required position laid on a bed of 1:4cement mortar including cement float, filling joint with cementslurry cleaning curing etc. complete.


966 311


33.68 BDM Providing and laying telephone black / Amba White /Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing thesharp edges wherever necessary, curing, etc. complete.

As directed by Engineer-In- Charge

Square Metre

3519 700


33.69 BDM Providing Half-round Moulding ( Full Moulding ) to 18 mm to 20mm thick granite stone including fine polishing and cleaningetc. complete


Running Metre

169 146


33.70 BDM Providing Full-round Moulding ( Full Moulding ) to 18 mm to 20mm thick Marble / Kota stone including fine polishing andcleaning etc. complete.


Running Metre

146 127


33.71 BDM Providing Quarter-round Moulding ( Half Moulding ) to 18 mm to20 mm thick granite stone including fine polishing and cleaningetc. complete.


Running Metre

121 102


33.72 BDM Providing Quarter-round Moulding ( Half Moulding ) to 18 mm to20 mm thick Marble / Kota stone including fine polishing andcleaning etc. complete.


Running Metre

106 68

237

Sr. No.



GST in Rs.


in Rs.


33.73 BDM Providing Chamfer Of Required size to granite stone includingfine polishing and cleaning etc. complete.


Running Metre

83 60


33.74 BDM Providing Chamfer of Required size to 18 mm to 20 mm thickMarble / Kota stone including fine polishing and cleaning etc.complete


Running Metre

63 44


33.75 BDM Providing and laying Polished Kota stone flooring With Hand-CutPolished Kota Stones 25mm to 30mm thick and required width inplain/diamond pattern on bed of 1:6 Cement mortar includingcement float, filling joints with neat cement slurry, curing,cleaning and Mirror Polishing etc. complete Note- Water

absorption for kota stone should not exceed 0.05%.( Item to be

used with prior permission of Superintending Engineer )


1074 268


33.76 BDM Providing, laying and fixing exterior grade fibrilling fibrereinforcement heavy duty designer cement concrete tiles forFlooring of approved colour and design 22 +/ -2 mm thickbayer colour pigmented as per IS ..1237 - 1980 havingcompressive strength more than 500 kg/sq.cm reaffirmed in2006 ,having wert transvrse strenghth of 3.5 / mm 2, waterabsorption less than 10 % abrasion / wear resistance less than 2mm ,skid resistance more than 25.0 (ASTM:E303) and no fadingas per DIN - 51094 of size 300 x 300 in plan / designed patternon a bed of 1:4 cement mortar including cement float ,fillingjoints with neat cement slurry ,curing, polishing and cleaningetc. complete. For flooring.

As directed by Engineer-In- Char

Square Metre

1249 290


33.77 BDM Providing, laying and fixing exterior grade fibrilling fibrereinforcement heavy duty designer cement concrete tiles forsteps and dado of approved colour and design 22 +/ -2 mmthick bayer colour pigmented as per IS 1237 - 1980 reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, waterabsorption less than 10 % abrasion / wear resistance less than 2mm ,skid resistance more than 25.0 (ASTM:E303) and no fadingas per DIN - 51094 in plan / designed pattern on a bed of 1:4cement mortar including cement float ,filling joints with neatcement slurry ,curing,polished and cleaning etc. complete. Forsteps, and dado

As directed by Engineer-In- Char

Square Metre

1388 322


33.78 BDM Machine polishing to cement/marble mosaic tiled flooring orany other type of flooring including cleaning, washing, etc.complete.


Square Metre

81 59

238

Sr. No.



GST in Rs.


in Rs.


33.79 BDM Hand polishing to dado, skirting including cleaning, washingetc. complete.


Square Metre

45 19


33.80 BDM Providing wax polishing to floors and dado, preparing thesurface, scaffolding etc. complete.


Square Metre

154 3

1238 Wood Finish 34.01 BDN 1.1 Providing and applying boiled linseed oil in one coat, to thenew wood work, including knotting, preparing the surface,scaffolding etc. complete as directed.

Bd. N. 1. 1 Page No. 399 Square Metre

16 11

1239 Wood Finish 34.02 BDN 1.1 Providing and applying boiled linseed oil in two coats to thenew wood work, including knotting, preparing the surface,scaffolding etc. complete as directed.

Bd.N.1.1 Page No. 399 Square Metre

27 19

1240 Wood Finish 34.03 BDN 1.2 Providing and applying Wax polish to the new wood workincluding knotting, preparing the surface, scaffolding etc.complete as directed.


35 29

1241 Wood Finish 34.04 BDN 1.2 Providing and applying Wax polish to the old wood workincluding knotting, preparing the surface, scaffolding etc.complete as directed.

Bd. N. 1.2 Page No. 399 Square Metre

28 19

1242 Wood Finish 34.05 BDN 1.3 Providing and applying French polish for required finish onpreviously polished wood including knotting, preparing thesurfaces, scaffolding etc. complete as directed


78 54

1243 Wood Finish 34.06 BDN 1.3 Providing and applying french polish to new wood work, forrequired finishing including. knotting, preparing the surfaces,scaffolding etc. complete as directed.


152 117

1244 Wood Finish 34.07 BDN 1.4 Providing and applying varnish in one coat on previouslyvarnished wood work including knotting, preparing the surface,scrapping, scaffolding, etc. complete.


25 14

1245 Wood Finish 34.08 BDN 1.4 Providing and applying Varnish in two coats on new wood workincluding knotting, preparing the surface, scaffolding etc.Complete.


40 19

1246 Wood Finish 34.09 BDN Providing and applying melamine polish of required finish to thewood work by spray machine including knotting and preparingthe even surface by scraping, applying French polish ,scaffolding if required etc. complete. Note:The work to be executed on prior approval ofSuperintending Engineer will be necessary.

As directed by Engineer-in charge.

Square Metre

578 364

1247 Wood Finish 34.10 BDN Providing and applying coal tar in one coat on previously coaltarred wood including preparing the surface, scaffolding etc.complete.


Square Metre

15 9

1248 Wood Finish 34.11 BDN Providing and applying coal tar in two coats on new wood workincluding preparing the surface, scaffolding etc. complete.(coal tar shall be minimum 500 grams per Sqm.)


Square Metre

28 16

239

Sr. No.



GST in Rs.


in Rs.

1249 Oil Painting 35.01 BDO 1 Providing and applying two coats of lead/zinc base oil paint/bituminous paint of approved colour and shade to new woodwork and fiber boards including preparing the surface, knotting,scaffolding if necessary, excluding primer coat etc. complete.

Bd.O. 1 Page No. 403 Square Metre

60 20

1250 Oil Painting 35.02 BDO 2 Providing and applying one coat of lead/zinc base oil paint/bituminous paint of approved colour and shade to old woodwork previously painted and fiber boards including if necessaryscaffolding, preparing surface excluding primer coat etc.complete.

Bd.0.2 Page No. 404 Square Metre

32 10

1251 Oil Painting 35.03 BDO 2A Providing and applying two coats of lead/zinc base oilpaint/bituminious paint of approved colour and shade to oldwood work and fiber boards previously painted including ifnecessary scaffolding, preparing the surface excluding primingcoat etc. complete.


48 20

1252 Oil Painting 35.04 BDO 3 Providing and applying two coats of lead/zinc base oil paint/bituminious paint of approved colour to new structural steelwork and iron work in buildings including scaffolding ifnecessary, cleaning and preparing the surface etc. complete.(excluding primer coat).


54 19

1253 Oil Painting 35.05 BDO 4 Providing and applying one coat of aluminium paint ofapproved make to new structural steel work in building andworkshop including scaffolding if necessary, cleaning andpreparing surface (excluding primer coat) etc. complete.

Bd.O.4 Page No. 405 Square Metre

59 18

1254 Oil Painting 35.06 BDO 4A Providing and applying 2 coats of alluminium paint of approvedmake to new structural steel work in buildings and workshopsincluding scaffolding if necessary, cleaning and preparing thesurface (excluding primer coat)etc. complete.


74 26

1255 Oil Painting 35.07 BDO 5 Providing and applying two coats of synthetic enamel paint ofapproved colour to new /old structural steel work and woodwork in buildings, including scaffolding if necessary, cleaningand preparing the surface (excluding primer coat) etc.complete.


62 28

1256 Oil Painting 35.08 BDO 6 Providing and applying one coat of flat oil paint of approvedcolour to the old structural steel work and iron work previouslypainted in building including scaffolding, if necessary, cleaningand preparing surface (excluding primer coat) etc. complete.


34 14

240

Sr. No.



GST in Rs.


in Rs.

1257 Oil Painting 35.09 BDO 6A Providing and applying two coats of flat oil paint of approvedcolour to the old structural steel work and iron work previouslypainted in building including scaffolding, if necessary, cleaningand preparing the surface (excluding primer coat) etc.complete.


50 26

1258 Oil Painting 35.10 BDO 7 Providing and applying one coat of flat oil paint of approvedcolour and shade to internal / external plastered surfacesincluding scaffolding if necessary, cleaning and preparing thesurface (excluding primer coat) etc. complete.


39 17

1259 Oil Painting 35.11 0 Providing and applying two coats (exterior quality) of flat oilpaint of approved colour and shade to the plastered surface inbuildings and workshops including scaffolding if necessary,cleaning the surface and preparing surface etc. complete.(excluding primer coat)

As directed by Engineer- in-charge.

Square Metre

64 30

1260 Oil Painting 35.12 BDO 7A Providing and applying two coats of flat oil paint of approvedcolour and shade to internal / external plastered surfacesincluding scaffolding if necessary, cleaning and preparing thesurface (excluding primer coat) etc. complete.


62 24

1261 Oil Painting 35.13 BDO 8 Providing and applying two coats of water proof cement paintof approved manufacture and of approved colour to theplastered surfaces including scaffolding if necessary, cleaningand preparing the surface, watering for two days etc.complete.


50 32

1262 Oil Painting 35.14 0 Providing and applying two coats of water proof cement paintof approved manufacture and of approved colour to oldplastered surfaces including scaffolding if necessary, cleaningand preparing the surface, watering for two days etc.complete.


Square Metre

49 31

1263 Oil Painting 35.15 0 Providing and applying three coats of water proof cement paintof approved manufacture and of approved colour to newplastered surfaces including scaffolding if necessary, cleaningand preparing the surface, watering for two days etc.complete.

Spec.No.: Bd.O.8/Page No.406 Square Metre

58 37

1264 Oil Painting 35.16 0 Providing and applying three coats of water proof cement paintof approved manufacture and of approved colour to oldplastered surfaces including scaffolding if necessary, cleaningand preparing the surface, watering for two days etc.complete.

Spec.No.: Bd.O.8/Page No.406 Square Metre

56 36

1265 Oil Painting 35.17 0 Deleted

241

Sr. No.



GST in Rs.


in Rs.

1266 Oil Painting 35.18 BDO 8B Removing old paint from steel and other metal surfaces andmaking the surfaces even with hand scrapping, scaffolding etc.complete.


Square Metre

12 12

1267 Oil Painting 35.19 BDO 8C Providing and applying priming coat over new wood and woodbased surfaces, including preparing the surface by thoroughlycleaning oil, grease, dirt and other foreign matter, sandpapering and knotting, scaffolding etc. complete.


Square Metre

24 9

1268 Oil Painting 35.20 BDO 8D Providing and applying priming coat over new/old steel andother metal surfaces including preparing the surface bythoroughly cleaning oil, grease, dirt and other foreign matterand scoured with wire brushes, fine steel wool, scrappers andsand paper, scaffolding etc. complete.

As directed by En-gineer in charge.

Square Metre

21 10

1269 Oil Painting 35.21 BDO 8E Providing and applying priming coat on concrete/ masonary/Asbestos Cement plastered surfaces including scaffolding ifnecessary, preparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter and sand papering asrequired etc. complete.


Square Metre

22 7

1270 Oil Painting 35.22 BDO 8F Providing and applying one coat of seal cement primer ofapproved manufacture and shed including scaffoldingpreparing the surface by cleaning dirt and other foreignmatters, scrapping if necessary including scaffolding etc.complete.


Square Metre

15 11

1271 Oil Painting 35.23 BDO Providing and applying pearl/ luster finish paint of approvedcolour and shade to the existing plaster surface includingscaffolding, preparing the surface, applying the acrylic wallputti etc. complete.


Square Metre

144 77

1272 Oil Painting 35.24 BDO Providing and applying two coats of textured synthetic paint ofapproved shade and quality and one coat of primer beforeapplying textured paint including scaffolding if necessarypreparing surface by thoroughly cleaning oil, grease, dirt andother materials as required, etc. complete.


Square Metre

125 19

1273 Oil Painting 35.25 BDO Providing and applying two coats of exterior acraylic emulsionpaint confirming to corresponding I.S. of approved manufactureand of approved colour to the plastered surfaces includingcleaning ,preparing the plaster surface, applying primer coat,scaffolding if necessary , and watering the surface for two daysetc complete.


Square Metre

208 62

242

Sr. No.



GST in Rs.


in Rs.

1274 Oil Painting 35.26 BDO Providing and applying two coats of exterior weather shieldpaint of approved manufacture and of approved colour to theplastered surfaces including cleaning ,preparing the plastersurface ,applying primer coat ,scaffolding if necessary, andwatering the surface for two days etc complete.NOTE: For Item No. 15 to 18 prior approval of SuperintendingEngineer will be necessary


Square Metre

192 55

1275 Oil Painting 35.27 BDO Deleted

1276 Oil Painting 35.28 BDO Deleted

1277 Colouring 36.01 1 BDP 7D Providing and applying primer coat for internal wall surface

and celling including scaffoldin to receive oil bound distemper

treatment etc. complete.


Square Metre

19 9

1278 Colouring 36.02 BDP 1 Providing and applying white-wash in one coat on old / newplastered or masonry surfaces and asbestos cement sheetsincluding scaffolding and preparing the surface by brushingand brooming down etc. complete.

Bd.P.1 Page No. 411 Square Metre

5 4

1279 Colouring 36.03 BDP 1A Providing and applying white-wash in two coats on old / newplastered or masonry surfaces and asbestos cement sheetsincluding scaffolding and preparing the surface by brushingand brooming down etc. complete.

Bd. P. I Page No. 411 Square Metre

8 5

1280 Colouring 36.04 BDP 2 Providing and applying colour-wash of approved colour andshade in one coat to new surface including scaffolding,brushing and brooming down (excluding base coats of whitewash) etc. complete.

Bd. P.2 Page No. 412 Square Metre

7 4

1281 Colouring 36.05 BDP 2A Providing and applying colour-wash of approved colour andshade in two coats to new surface including scaffolding,brushing and brooming down (excluding base coat of white-wash) etc. complete.

Bd.P.2 Page No. 412 Square

Metre

13 7

1282 Colouring 36.06 BDP 3 Providing and applying colour-wash of approved colour andshade in one coat to old surfaces which are to be recolouredincluding scaffolding, brushing and brooming down. (excludingbase coat of white wash) etc. complete.


6 3

1283 Colouring 36.07 BDP 3A Providing and applying colour-wash of approved colour andshade in two coats to old surfaces which are to be recolouredincluding scaffolding, brushing and brooming down. (excludingbase coat of white-wash) etc. complete.


11 7

1284 Colouring 36.08 BDP 4 Providing and applying washable powder distemper ofapproved colour and shade to old and new surfaces in onecoat including scaffolding, preparing the surfaces (excludingthe priming coat)etc. complete.


14 4

243

Sr. No.



GST in Rs.


in Rs.

1285 Colouring 36.09 BDP 4A Providing and applying washable powder distemper ofapproved colour and shade to old and new surfaces in twocoats including scaffolding, preparing the surfaces. (excludingthe primer coat) etc .complete.


20 8

1286 Colouring 36.10 BDP 5 Providing and applying washable oil-bound distemper ofapproved colour and shade to old and new surfaces in onecoat including scaffolding, preparing the surfaces. (excludingthe primer coat.)etc. complete.


22 9

1287 Colouring 36.11 BDP 5A Providing and applying washable oil-bound distemper ofapproved colour and shade to old and new surfaces in twocoats including scaffolding, preparing the surfaces. (excludingthe primer coat.) etc. complete.


32 12

1288 Colouring 36.12 BDP 6 Providing and applying plastic emulsion paint of approvedquality, colour and shade to old and new surfaces in two coatsincluding scaffolding, preparing the surface. (excluding theprimer coat)etc. complete.


57 15

1289 Colouring 36.13 BDP 6A Providing and applying plastic emulsion paint of approvedquality, colour and shade to old surface in three coats includingscaffolding, preparing the surface. (excluding primer coat) etc.complete.

Bd.P.6 Page No. 414 and Pre-approval of Superintending

Engineer

Square Metre

75 18

1290 Colouring 36.14 BDP 6A Providing and applying plastic emulsion paint of approvedquality, colour and shade to new surface in three coatsincluding scaffolding, preparing the surface. (excluding primercoat) etc. complete.

Bd.P.6 Page No. 414 and Pre-approval of Superintending

Engineer

Square Metre

87 5

1291 Colouring 36.15 BDP Washing and cleaning of decorated wall surfaces with soap,soda and water etc. complete.


Square Metre

2 2

1292 Colouring 36.16 BDW Deleted

1293 Colouring 36.17 Providing and applying putty to old plastered surfaces in twocoats to receive approved paint in all positions including allmaterials,labour scaffolding and curing etc. complete.


Square Metre

66 36

1294 Colouring 36.18 Providing and applying putty to new plastered surfaces in twocoats to receive approved paint in all positions including allmaterials,labour scaffolding and curing etc. complete.


Square Metre

98 80

1295 Wood Work 37.01 BDQ 1 Providing and fixing Indian teak wood planking 25 mm thick

for flooring plained on both sides, tongued and groovedincluding scaffolding, if necessary, and one coat of primer etc.complete.

Bd.Q. 1 Page No. 419 Square Metre

2354 106

244

Sr. No.



GST in Rs.


in Rs.

1296 Wood Work 37.02 BDQ 1A Providing and fixing Indian teak wood planking 50 mm thick

for flooring plained on both sides, tongued and groovedincluding scaffolding, if necessary, and one coat of primer etc.complete.

Bd.Q.1 Page No. 419 Square Metre

4638 106

1297 Wood Work 37.03 BDQ 2 Providing and fixing Indian teak wood joists and girders in

timber floors of single, double or framed type includingscaffolding if necessary, and one coat of primer etc. complete.

Bd.Q.2 Page No. 420 Cubic Metre 87118 1068

1298 Wood Work 37.04 BDQ 2A Providing and fixing Jungle (hard) wood of approved speciesjoists and girders in timber floor of single, double or framed typeincluding scaffolding if necessary and one primer coat etc.complete.

Bd.Q.2 Page No. 420 Cubic Metre 42716 3594

1299 Wood Work 37.05 BDQ 3 Providing and fixing Indian teak wood plank ceiling 20 mmthick plain underside tongued and grooved including ironscrews, scaffolding, if necessary, including one primer coat onunder side and one coat of coal tar on upper side etc.complete.

Bd.Q.3 Page No. 421 Square Metre

2004 160

1300 Wood Work 37.06 BDQ 4 Providing and fixing Indian teak wood framed collar beam /king post / queen post truss, with all Iron work includingscaffolding, if necessary, and one coat of primer etc. complete.

Bd.Q.4, Page No. 422 Cubic Metre 116184 24910

1301 Wood Work 37.07 BDQ 4A Providing and fixing in teak wood framed collar beam / kingpost / queen post truss, with all iron work including scaffolding, if necessary and primer coat etc. complete.


1302 Wood Work 37.08 BDQ 5 Providing and fixing country teak wood common rafters, purlinsand purlin cleats, hip rafters, jack rafters, ridges, wall plates,post plates and posts for roofing etc. including scaffolding, ifnecessary, all iron work and one coat of primer etc. complete.


1303 Wood Work 37.09 BDQ 5A Providing and fixing teak wood common rafters, purlins andpurlin cleats, hip rafters, jack rafters, ridges, wall plates, postplates and posts for roofing, etc. including scaffolding, ifnecessary all iron work and one coat of primer etc. complete.


1304 Wood Work 37.10 BDQ 8 Providing and fixing teak wood hand rail of 60 mm x 75 mm asper detailed drawings or as directed by the Engineer, includingfrench polishing, etc. complete. (Note : The work to be executed on preapproval ofSuperintending Engineer).

Bd.Q.8, Page No. 425 Running Metre

879 319

245

Sr. No.



GST in Rs.


in Rs.

1305 Wood Work 37.11 0 Providing and fixing country teak wood two way trellis work withbattens or laths 2.5 cm x 1.2 cm and 5 cm x 5 cm openingsincluding frame of 8 cm x 5 cm vertical and horizontalscantlings and coat of primer etc. complete.

Bd/Q-6P-424

Square Metre

1426 118

1306 Wood Work 37.12 0 Providing and fixing hard wood of approved species two waytrellis work with battens or laths 2.5 cm x 1.2 cm and 5 cm x 5cm openings including frame of 8 cm x 5 cm vertical andhorizontal scantlings and coat of primer etc. complete.

Bd/Q-6P-425

Square Metre

572 104

1307 Wood Work 37.13 BDQ 18 Providing and fixing decorative teak plywood veneer lining 4mm thick with backing of teak wood frame work of battens 12mm X 25 mm at 30 cm center to center fixed to walls and pillarswith 12 mm thik phywood building without skirting and corniceas per drawings including necessary iron work and finishing theexposed wood work with french polish etc. complete.

Bd.Q. 18 Page No. 431 Square Metre

854 206

1308 Wood Work 37.14 0 Providing and fixing 20 mm thick superior veneer board pelmetbox 150 to 200 mm wide to doors or window frames including20mm dia. Aluminium curtain rod with sockets and finishing withfrench polishing (without top)etc. complete.


Square Metre

2455 950

1309 Wood Work 37.15 0 Providing and fixing 20 mm thick Laminated sheet board pelmetbox 150 to 200mm wide to doors or window frames including 20mm dia. Aluminium curtain rod with sockets and finishing withfrench polishing (without top) etc.complete.


Square Metre

2335 846

1310 Wood Work 37.16 BDQ 19 Providing and fixing Indian teak wood eaves boards 15 cm

wide and 25 mm thick plain decorative type includingscaffolding and painting with two coats etc. complete.

Bd.Q. 19 Page No. 432 Running Metre

446 96

1311 Wood Work 37.17 BDQ 19A Providing and fixing seasoned and treated jungle wood ofapproved species eaves board 15 cm wide and 25 mm thickplain decorative type including scaffolding and painting withtwo coats etc. complete.

Bd.Q. 19 Page No. 432 Running Metre

304 109

1312 Wood Work 37.18 BDQ 20 Providing and fixing Teak wood eaves plate of size 10cm wideand 20 mm thick including scaffolding and painting in two coats etc. complete.

Bd.Q.20 Page No. 432 Running Metre

228 58

1313 Wood Work 37.19 BDQ 21 Providing and fixing country teak wood barge board 22 cmwide and 20mm thick plain type including scaffolding andpainting in two coats etc. complete.


474 96

246

Sr. No.



GST in Rs.


in Rs.

1314 Wood Work 37.20 BDQ 21A Providing and fixing seasoned and treated jungle wood ofapproved species barge board 22 cm wide and 20 mm thickplain type including scaffolding and painting in two coats etc.complete.


266 96

1315 Wood Work 37.21 BDQ Providing and fixing shutter to wall cupboard made from 19 mmthick Teak particle board with approved coloured laminatedface 1.5 mm thick bonded with phenol formaldehyde syntheticresin B.W.P. grade including lipping beading iron oxidisedfixtures and fastening and oil primer coat etc. complete.(Excluding cupboard frame).


Square Metre

2323 93

1316 Wood Work 37.22 BDQ Providing and fixing Shutter to wall Cupboard consisting of TeakWood styles and Rails 25 mm thick and 75 mm wide with panelinsert of 12 mm thick particle Board with one approvedcoloured Laminated Face on one side 1.5 mm thick, bondedwith Phenol Formaldehyde Synthetic Resin including LippingBeading. Iron oxidised fixtures and fastening and oil primer coatetc. complete. (Excluding cupboard frame).


Square Metre

2292 115

1317 Wood Work 37.23 BDQ 22 Providing and fixing jungle wood ballies of approved species85 mm average dia. for common rafters, purlins, ridges, hipand valley rafters, jack rafters, wall plates, post plates, postsetc. including all iron work scaffolding if necessary and oiling inone coat etc. complete.

Bd.Q.22/Page No.434 Running Metre

297 97

1318 Wood Work 37.24 BDQ 23 Providing and fixing 100 mm dia. Country teak wood ballies forpost truss of 6.00 m. span as per drawing or as directed byEngineerin-charge including all iron work, scaffolding ifnecessary and oiling etc. complete.

Bd.Q.22/Page No.434 Running Metre

210 24

1319 Wood Work 37.25 3 BDN 12 B Providing and applying Wax polishing to the old wood workincluding knotting, preparing the surface, scaffolding etc.complete as directed.

Bd.N.1.2/Page No.399 Square Metre

37 25

1320 Roofing and Ceiling

38.01 BDR 1 Providing and fixing Mangalore tiled roofing with class ' AA' tilesincluding securing the last course of tiles near the eaves withsteel flat 40 mm x 3 mm and 1.22 mm wire fixing 50 mm x 25mm horizontal teak wood battens and iron works and oiling thebattens etc. complete. (Excluding ridge and hip tiles).

Bd.R.1, Page No. 449 Square Metre

564 81

247

Sr. No.



GST in Rs.


in Rs.


38.02 BDR 2 Providing and fixing Mangalore tiled roofing with class 'AA' tilesincluding securing the last course of tiles near the eaves withsteel flat 40 mm x 3 mm and 1.22 mm wire fixing country teakwood sloping battens of 25 x 12 mm teak wood horizontalbattens of 50mm x 25mm over the slopping battens, all ironwork and coal tarring the battens etc. complete (Excludingridge and hip tiles).


630 109


38.03 BDR 3 Providing and fixing Mangalore tile ridge and hip tiles of class'AA' including scaffolding if necessary, pointing with colouredcement mortar and curing etc. complete.

Bd.R.3, Page No. 450 Running Metre

154 88


38.04 BDR 5 Providing and fixing corrugated galvanised iron sheets of0.63mm thick (24 B.W.G.) for roofing without wind tiles includingfastening with galvanised iron screws and bolts, lead andbitumen washers as per drawing etc. complete.(Weight of 5.5kg/sq.m.).


609 72


38.05 BDR 5 Providing and fixing plain zinc sheeting of 0.80 mm thick (22B.W.G.) over the ridge hip or valley to galvanized iron sheetroofing including all fastening and bolt galvanised iron screwsand bolts, lead and bitumen washers etc. complete.(Weight of6.8 kg/sq.m.).


880 72


38.06 BDR 7 Providing and fixing 6.00 mm thick ISI mark Asbestos CementCorrugated sheet roofing including galvanised iron 'J' or 'L' hookbolts galvanised iron band bituminous G.I. washers, galvanisediron clamps, bolts, nuts and scaffolding etc. complete.

Bd. R.7, Page No. 453 Square Metre

305 135


38.07 BDR 9 Providing and fixing 6 mm thick ISI mark Asbestos Cement ridgecapping for roofing including galvanised iron hooks, bolts,galvanised iron and bituminous washers, galvanised ironclamps, bolts, nuts including scaffolding etc. complete.

Bd.R.9, Page No. 455 Running Metre

369 115


38.08 BDR 10 Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plaingalvanised iron sheets 120 cm wide with teak wood planking 20mm thick including two coats of coal-tarring the upper surfaceof plank etc. complete. (excluding painting to underside ofplank).

Bd. R. 10, Page No. 455 Running Metre

1979 274


38.09 BDR 10A Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plaingalvanised iron sheets 90 cm wide with teak wood planking 20mm thick including two coats of coal-tarring the upper surfaceof plank etc. complete. (excluding painting to underside ofplank).


1784 353


38.10 BDR 10B Providing and fixing valley gutter of 24 B.W.G. (0.63 mm) thickG.I. sheet 120 cm wide with 20 mm thick teak wood plankingunderneath coal tarring etc. complete.


1788 196

248

Sr. No.



GST in Rs.


in Rs.


38.11 BDR 11 Providing and fixing glass tiles of Mangalore type at requiredplaces in Mangalore tile roof including scaffolding if necessaryetc. complete.

Bd. R. 11, Page No. 456 Number 444 47


38.12 BDR 13 Providing and fixing Mangalore pattern cowl ventilator tiles inthe required places in a Mangalore tiled roof includingscaffolding if necessary etc. complete.

Bd. R. 13, Page No. 459 Number 115 12


38.13 BDR 16 Providing and fixing false ceiling of plain asbestos cementsheets 4 mm thick with teak wood beadings 45 x 12 mm withframe work of teak wood battens of size 70 x 60 mm at 1.00 Mcenter to center including scaffolding, if necessary, all iron workand painting (visible surfaces) to A.C. sheet and beading in twocoats etc. complete. (excluding T.W. runner to be paidseparately).


1132 134


38.14 BDR Providing and fixing frame work of anodised aluminium sectionsfor suspended false ceiling consisting of aluminium T 50 mm x40 mm weighing 0.39 kg/m. at 60 cms c/c and fixed with ( 15 x15 mm) flanges weighing 0.119 kg/m suspended on 6 mm dia.mild steel rod weighing 0.22 kg/m fixed on wall and beamsincluding rounding of the edges with aluminium T of 50 mm x 40mm weighing 0.39 kg/m etc. including all labour etc. complete.


Square Metre

867 490


38.15 BDR Providing and fixing frame work of galvanised iron forsuspended false ceiling which includes galvanised ironperimeter channels of size 27 mm and 0.5 mm thick having oneflange of 20 mm and another of 30 mm along with perimeter ofthe ceiling, fixing in brick wall / partition with the help of rawalplugs and screws, suspending galvenised iron intermediatechannels of size 45 mm and 0.9 mm thick with two flanges of 15mm each from the soffit at 1200 mm centers with steelgalvanised iron hanger of width 25 mm x 0.5 mm fasteners,ceiling section of 0.5 mm thickness having curved wedge of51.5 mm and two flanges of 26 mm each with lips of 10.5 mmfixed to the intermediate channel with the help of connectingclips and in direction perpendicular to the intermediate channel at 450 mm centers, 12.5 mm dry walls screws at 230 mmcenters; fixing screws mechanically either with screw driver ordrilling machine with suitable attachment etc. complete.


Square Metre

753 484

249

Sr. No.



GST in Rs.


in Rs.


38.16 BDR 17 Providing and fixing false ceiling of teak wood particle boardhalf perforated sheet 12 mm thick including scaffolding, ifnecessary, all iron work and two coats of oil painting to boardsand beading i.e. visible surface etc. complete. (excludingframe work and runners)

Bd. R. 17 Page No. 461 Square Metre

614 174


38.17 BDR Providing and fixing false ceiling of 10 to 12 mm thickdecorative boards of fibrous plaster of paris includingscaffolding if necessary all architectural work like mouldings,cornices, coves, domes, cups as per detailed drawings andthree coats of spray painting to boards etc. complete.(excluding frame work, runners and mild steel suspenders).


Square Metre

696 261


38.18 BDR 19 Providing and fixing false ceiling of 12mm thick as per drawingsincluding powder coated G.I. wall angle of 20mm x 20mm size,G.I. grid runners of size 20mm x 38mm at 600mm center tocenter both ways and suspended using G.I. 3mm wire includingfixing using butterfly clips and fasteners including transporting,scaffolding all necessary labour and machinery, finishing etc.complete.

Bd. R. 19 Page No. 462 Square Metre

1039 490


38.19 BDR Providing and fixing false ceiling of 15mm thick as per drawingsincluding powder coated G.I. wall angle of 20 mm x 20 mm x0.60 mm size, G.I. grid runners of size 15 mm x 38 mm at 600 mmcenter to center both ways and suspended using G.I. 3 mm wireincluding fixing using butterfly clips and fasteners includingtransporting, scaffolding all necessary labour and machinery,finishing etc. complete.


Square Metre

1495 430


38.20 BDR 17 Providing and fixing false ceiling of T.W. partical board halfperforated sheets 12 mm thick with frame work of M.S. angle 40x 40 x 5 mm and T of size 40 x 40 x 6 mm at 60 cm center tocenter including 12 mm dia. hangers, T.W. battens 50 x 25 mmand beading 25 x 15 mm thick scaffolding, if necessary, all ironwork and two coats of painting to boards and beading i.e.visible surface etc. complete.

Bd. R. 17, Page No. 461 Square Metre

1169 242


38.21 BDR 17 Providing and fixing False ceiling of 12 mm thick Laminatedboard with frame of M.S. angle 40 x 40 x 5 mm and Tee of size40 x 40 x 6mm at 60 cm c/c including 12 mm dia. hangers, T.W.battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding ifnecessary, all Iron work etc. complete.

Bd. R. 17, Page No. 461 Square Metre

1817 242


38.22 BDR Providing and applying two coats of bitumen to roof on newdungaree cloth one coat on each side etc. complete asdirected.


Square Metre

89 29

250

Sr. No.



GST in Rs.


in Rs.


38.23 BDR Providing and applying one coat of bitumen to roof (withoutcloth) including scaffolding etc. complete as directed.


Square Metre

27 21


38.24 BDR Removing and resetting Mangalore tiles from roof includingrefixing loose battens etc. complete.


Square Metre

52 51


38.25 BDR Removing the tiles, battens and dungry cloth purlins, rafters andridges etc. from roof, sorting out the serviceable andunserviceable materials and stacking the same as and wheredirected in the compound, scaffolding etc. complete.


Square Metre

39 39


38.26 BDR Removing G.I. or A.C. sheet roofing including purlins, principalrafters etc. including sorting serviceable and unserviceablematerials, stacking the same as and where directed in thecompound including scaffolding etc. complete.


Square Metre

49 49


38.27 BDR Removing and lowering the roof truss carefully withoutdamaging the members and stacking as and where directed inthe compound including scaffolding etc. complete.


Number 62 62


38.28 BDR Removing R.S. girders of any size and span lowering the sameand stacking neatly wherever directed in the compoundscaffolding etc. complete.




38.29 BDR Providing fixing country teak wood battens 50 mm x 25 mm for

Mangalore tile roof work with all iron work scaffolding and oilingthe battens etc. complete.


Running Metre

93 10


38.30 BDR Providing fixing teak wood battens 25 mm x 12 mm forMangalore tile roof work with iron work scaffolding and oilingthe battens etc. complete.


Running Metre

44 17


38.31 BDR Providing and fixing sky light in R.C.C. roof including framemade of M.S. angle 50 x 50 x 6 mm with hold fast, sheet glass

12 mm thick, Chicken mesh 24 gauge with all accessories and

required fixtures and fastening fitting including painting etc.complete.


Square Metre

867 85


38.32 BDR Providing and fixing 12 mm dia. mild steel bar upto 0.5 M. lengthfor anchor rods with necessary threading nuts and bolts etc.complete.


Number 74 59


38.33 BDR 3 Providing fixing Mangalore tile roofing with class AA tiles incement mortar 1:4 on sloping slab including necessaryscaffolding, curing, finishing, etc. complete.

Bd. R. 3A., Page No. 449 Square Metre

625 314

251

Sr. No.



GST in Rs.


in Rs.


38.34 BDR Providing and fixing colour coated Zincalume ( R ) AZ150 ( min150 gms/sq.mt. total on each side ) profiled sheets for roofing.The feed material is manufactured out of nominal 0.45 mm BaseMetal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel withmin.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)with COLORBOND ( R ) steel quality super durable polyesterpaint coat ( with inorganic pigment). The paint shall have a totalcoating thickness of nominal 35 um, comprising of nominal 25um exterior coat on top surface and nominal 10 um reversecoat on back surface. Profile sheet shall have nom. 950-1050mm effective cover width and nominal 25-30 mm deep ribs withsubtle square fluting in the five pan at nominal 180-250 mmcenter-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should havecoil manufacturers product details marked a regular interval.Including fasteners with min. fastened with min. 25 um Zinc-Tinalloy coated, Hex head, self-drilling screw etc. complete.(weight of profile 4.52 kg/sqm)


Square Metre

703 80


38.35 BDR Providing and fixing of colour coated Zincaluminium( R ) AZ150 (min 150 gms/sq.mt. total on each side ) profiled sheets forroofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steelwith min.550 MPa yield strength, metallic hot dip coatedwithAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6%silicon) with COLORBOND ( R ) steel quality super durablepolyster paint coat ( with inorganic pigment). The paint shallhave a total coating thickness of nominal 35 mm, comprising ofnominal 25mmexterior coat on top surface and nominal 10 umreverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deepribs with sublet square fluting in the five pan at nominal 180-250mmcenter-to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should havecoil manufacturers product details marked a regular interval.including fasteners with min. fastened with min. 25 um Zinc-Tinalloy coated, Hex head, self-drilling screw etc. complete.(weight of profile 4.52 kg/sqm) 301 mm to 600 mm girth (SurfaceWidth).


Square Metre

756 80

252

Sr. No.



GST in Rs.


in Rs.


38.36 BDR Providing and fixing of colour coated Zinc aluminium ( R ) AZ150( min 150 gms/sq.mt. total on each side ) profiled sheets forroofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steelwith min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon)with COLORBOND ( R ) steel quality super durable polyster paintcoat ( with inorganic pigment). The paint shall have a totalcoating thickness of nominal 35 um, comprising of nominal25um exterior coat on top surface and nominal 10 um reversecoat on back surface. Profile sheet shall have nom. 950-1050mm effective cover width and nominal 25-30 mm deep ribs withsubtle square fluting in the five pan at nominal 180-250 mmcenter-to-center. The end rib shall be designed for anti-capacity groove. and return leg. The feed material should havecoil manufacturers product details marked a regular interval.including fasteners with min. fastened with min. 25 um Zinc-Tinalloy coated, Hex head, self-drilling screw etc. complete.(weight of profile 4.52 kg/sqm) 601 mm to 900 mm girth (SurfaceWidth).


Square Metre

810 80


38.37 BDR Providing and fixing UPVC Roof made up of 3 layers roofingmaterial of thickness 2mm having width of 1130 mm and ofrequired Length having Tensile strength not less than 330kg/cm2, including fastening with self drilling screw havingwashers made of stainless steel etc. complete.


Square Metre

967 64


38.38 BDR Providing and fixing PVC coloured Ridge tiles over UPVC roofingwhere required having size 113cm x 41cm and height 9.5 cm forridge including fastening with self drilling screw having washersmade of stainless steel etc. complete.


Square Metre

823 39

253

Sr. No.



GST in Rs.


in Rs.


38.39 BDR Providing and fixing 15 mm thick eco-friendly densified edgecalcium silicate false ceiling (like aeroltie) of approved texturespintone/cosmos/hexa or equivalent of size 595mm x 595mm intrue horizontal level, suspended on interlocking metal grid ofhot dipped galvanized steel sections (galvanising at @12gm/sq.m including both sides)consisting of main T runnersuitably spaced at joints to get required length and size24X38mm. made from 0.33mm thick(minimum ) sheet, spaced1200mm center to center and cross T of size 24X28mm made of0.33mm thick(minimum ) sheet to be interlocked at the middleof the 1200x600 mm panel to form the grid of size 600x600mmresting on periphery walls/partitions on a perimeter wall angleprecoated steel of size 24x24x3000 made of 0.4 mm thick(minimum) sheet with the help of all plugs at 450mm and laying15 mm thick densified edges calcium silicate ceiling tiles ofapproved texture (spintone/cosmos/hexa) in the grid, includinglight fittings , fixtures , smoke detectors etc., wherever required.Main T runners suspended from ceiling with using G.I. slottedcleats of size 25x35x1.6 mm fixed to ceiling using 12.5mm dia.And 50mm long dash fasteners, 4mm G.I. adjustable rods withgalvanized steel levels clips of size 85x30x0.8mm, spaced at1200mm center to center along main T bottom exposed with24mm of all T-sections shall be prepainted with polyester baked


Square Metre

1765 278


38.40 BDR Providing and fixing false ceiling with eco-friendly light-weightcalcium silicate tiles of spintone surface texture aerolite makeor equivalent of size 595mm x 595mm having 15mm thickdensified micro look edge and 100% humidity resistanceincombustible as per BS 46part IV and thermal conductivity0.043 w/m 0 KC and NRC 0.50 placed in true horizontal levelsuspended grid of size 600x600mm made from hot dipped G.I.steel sections ion silhouette profile, rotary stitched doublewebbed white with 6mm reveal profile (white/black), wherein,main T runner of size 42mmx14mm between main tee 600mmcenter-tocenter and secondary cross T of size 33x14x0.43mmthick of length 600mm long spaced inter-locked at middle ofthe first crossed T in each panel to form grid of 1200mmx600mmresting on periphery wall Profile wall section 19mm (7+7) x19mmx0.40thicknesses and laying false ceiling for services likediffusers grills including cutting, making opening for light fittings,fixtures, , smoke detectors etc., wherever required. Main Trunners suspended from ceiling with using G.I. soffit cleats ofsize 25x35x1.6 mm of required length fixed to the ceiling with6mm dia and 50mm long dash fastener, 4mm dia G.I.adjustable rods with powder-coated/good quality G.I. leveladjustment clips of 35x35x0.8mm spaced @1200, center-to-center along main T all complete at all heights as per the


Square Metre

1948 279

254

Sr. No.



GST in Rs.


in Rs.


38.41 BDR Providing and fixing self supporting steel roofing system (Proflex)for a Godown or alike made up of structural grade steel sheetof 912 millimeter width ( tolerance +/- 2 millimeter ), moulded atsite using mechanical press dies to the desired curve andshape to form 605 millimeter wide interlocking panels . Theinterlocking panels shall be pressed to close the seam formingwater tight joints for a span of 15.30 meter having arch rise as3.06 meter, arch length 17.75 meter. The base material madeup of imported galvalume steel complying to ASTM A792having base metal thickness of 0.80 millimeter ( tolerace + / -0.02 millimeter ) with alloy coating AZ 150 and paint coating ofregular modified polyster , top coat 25 micron and bottom coat12 micron as per approved colour , including fixing hangers ,clamps etc.as may be necessary of Proflex standard, includingfixing sky light of 2 millimeter thick polycarbonate sheet of size2' x 7' and turbo ventilator of 24'' diameter to be installed atevery 30 feet along the length of roof including finishing, testingand cleaning etc. complete.


Square Metre

1451 544


38.42 BDR Providing and fixing self supporting steel roofing system (Proflex)for a Godown or alike made up of structural grade steel sheetof 912 millimeter width ( tolerance + / - 2 millimeter ), mouldedat site using mechanical press dies to the desired curve andshape to form 605 millimeter wide interlocking panels . Theinterlocking panels shall be pressed to close the seam formingwater tight joints for a span of 21.30 meter having arch rise as4.26 meter, arch length 25.13 meter. The base material madeup of imported galvalume steel complying to ASTM A792having base metal thickness of 1.00 millimeter ( tolerace + / -0.02 millimeter ) with alloy coating AZ 150 and paint coating ofregular modified polyster , top coat 25 micron and bottom coat12 micron as per approved colour , including fixing hangers ,clamps etc.as may be necessary of Proflex standard, includingfixing sky light of 2 millimeter thick polycarbonate sheet of size2' x 14' and turbo ventilator of 24'' diameter to be installed atevery 30 feet along the length of roof including finishing , testingand cleaning etc. complete.


Square Metre

1448 544

255

Sr. No.



GST in Rs.


in Rs.


38.43 BDR Providing and fixing self supporting steel roofing system for aGodown or alike made up of structural grade steel sheet of 912millimeter width ( tolerance + / - 2 millimeter ), moulded at siteusing mechanical press dies to the desired curve and shape toform 605 millimeter wide interlocking panels . The interlockingpanels shall be pressed to close the seam forming water tightjoints for a span of 25.00 meter having arch rise as 5.00 meter,arch length 29.00 meter The base material made up of importedgalvalume steel complying to ASTM A792 having base metalthickness of 1.20 millimeter ( tolerace + / - 0.02 millimeter ) withalloy coating AZ 150 and paint coating of regular modifiedpolyster , top coat 25 micron and bottom coat 12 micron as perapproved colour , including fixing hangers , clamps etc.as maybe necessary of Proflex standard, including fixing sky light of 2millimeter thick polycarbonate sheet of size 2' x 14' and turboventilator of 24'' diameter to be installed at every 30 feet alongthe length of roof including finishing , testing and cleaning etc.complete.


Square Metre

1598 544


38.44 BDR Providing and fixing self supporting steel roofing system for aGodown or alike made up of structural grade steel sheet of 912millimeter width ( tolerance + / - 2 millimeter ), moulded at siteusing mechanical press dies to the desired curve and shape toform 605 millimeter wide interlocking panels . The interlockingpanels shall be pressed to close the seam forming water tightjoints for a span of 28.75 meter having arch rise as 5.75 meter,arch length 33.92 meter. The base material made up ofimported galvalume steel complying to ASTM A792 having basemetal thickness of 1.40 millimeter ( tolerace + / - 0.02 millimeter) with alloy coating AZ 150 and paint coating of regularmodified polyster , top coat 25 micron and bottom coat 12micron as perapproved colour , including fixing hangers ,clamps etc.as may be necessary of Proflex standard, includingfixing sky light of 2 millimeter thick polycarbonate sheet of size2' x 14' and turbo ventilator of 24'' diameter to be installed atevery 30 feet along the length of roof including finishing , testingand cleaning etc. complete.


Square Metre

2072 544

256

Sr. No.



GST in Rs.


in Rs.


38.45 BDR Providing and Fixing of Mineral Fibre Acoustical SuspendedCeiling System with ultima (Bevelled Tegular) Edge Tiles of size15mm Exposed GRID. The tiles should have Humidity Resistance(RH) of 99%, NRC 0.7, Light Reflectance 85%, ThermalConductivity k = 0.052 - 0.057 w/m K, Colour White, FirePerformance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in modulesize of 600 x 600 x 20mm , suitable for Green Buildingapplication, with Recycled content of 32%. The tile shall be laidon precoated G.I.channel on XL2 Clip having a web height of32 mm with 15 mm wide T - section flanges colour whitehaving rotary stitching on all T sections i.e. the Main Runner,1200 mm and 600 mm Cross Tees with a web height of 32 mmand a load carrying capacity of 7.7 Kgs/M2 and minimum pullout strength of 100 Kgs.. The T Sections have a Galvanizing of 90grams per M2 and need to be installed with Suspension system.The Tile and Grid system used together should carry a 10 yearwarranty. products approved as per GRIHA and BS 476 etc.complete.


Square Metre

1812 163


38.46 BDR Providing and Fixing of Mineral Fibre Suspended Ceiling Systemwith Bioguard (Bevelled Tegular) EDGE TILES WITH 15mmExposed GRID. The tiles should have Humidity Resistance (RH) of99%, Light Reflectance 90%, Thermal Conductivity k = 0.052 -0.057 w/m K, Colour White, Fire Performance UK Class 0/Class 1(BS 476 Part 6 and 7), in module size of 600x600 x 16mm withAnti Microbial coating on the face of the tile, suitable for GreenBuilding application, with Recycled content of 34%. The tile shallbe laid on precoated G.I. channel on XL2 Clip having a webheight of 32 mm 32 with 15 mm wide T - section flanges colourwhite having rotary stitching on all T sections i.e. the MainRunner and 1200 mm Cross Tees with a web height of 32 mmand a load carrying capacity of 7.7 Kgs/M2 and pull outstrength of 100Kgs. . The T Sections have a Galvanizing of 90grams per M2 and need to be installed with Suspension systemThe Tile and Grid system used together should carry a 10 yearwarranty. products approved at GRIHA and BS 476 etc.complete.


Square Metre

1554 163

257

Sr. No.



GST in Rs.


in Rs.


38.47 BDR Providing and Fixing Soft Fibre Acoustical Suspended CeilingSystem with Optra (Bevelled Tegular) Edge Tiles of size 15mmExposed Grid. The tiles should have Humidity Resistance (RH) of95%, NRC 0.9 - 1.0, Light Reflectance ?85%, Colour White, FirePerformance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in modulesize of 600 x 600 x 15mm , suitable for Green Buildingapplication, with Recycled content of 66% GW and 74% RW. Thetile shall be laid on precoated G.I channel 32 with 15 mm wide T- section flanges colour white having rotary stitching on all Tsections i.e. the Main Runner, 1200 mm and 600 mm Cross Teeswith a web height of 32 mm and a load carrying capacity of 7Kgs/M2 with a minimum pull out strength of 100 kgs. The TSections have a Galvanizing of 90 grams per M2 and need tobe installed with Suspension system The Tile and Grid systemused together should carry a 10 year warranty. productsapproved as per GRIHA and BS 476 etc. complete.


Square Metre

2164 142


38.48 BDR Providing and Fixing of GI Lay in Plain metal ceiling consisting of600x600mm Lay in tiles of pre coated galvanized steel in 0.5mm thickness in Global white color tile to be laid on gridsystems with 15mm wide T - section flanges color white havingrotary stitching on the Main Runner, 1200 mm and 600 mm CrossTees.Providing and Fixing of GI Lay in Plain metal ceilingconsisting of 600x600mm Lay in tiles of pre coated galvanizedsteel in 0.5 mm thickness in Global white color tile to be laid ongrid systems with 15mm wide T - section flanges color whitehaving rotary stitching on the Main Runner, 1200 mm and 600mm Cross Tees.products approved as per GRIHA and BS 476etc. complete.


Square Metre

1456 163

258

Sr. No.



GST in Rs.


in Rs.


38.49 BDR Providing and Fixing Mineral Fibre Acoustical SuspendedCeiling System with Dune (Bevelled Tegular) Edge Tiles of size15mm Exposed Grid. The tiles should have Humidity Resistance(RH) of 99%,NRC 0.5, Light Reflectance 85%, ThermalConductivity k = 0.052 - 0.057 w/m K, Colour White, FirePerformance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in modulesize of 600 x 600 x 16mm , with Recycled content of 35 %. Thetile shall be laid on precoated G.I.channel height 32 with 15 mmwide T - section flanges colour white having rotary stitching andXL2 CLIP on all T sections i.e. the Main Runner, 1200 mm and 600mm Cross Tees with a web height of 32mm and a load carryingcapacity of 7.57 Kgs/M2 and pull out stength of minimum 100Kgs.. The T Sections have a Galvanizing of 90 grams per M2 andneed to be installed with Suspension system. The Tile and Gridsystem used together should carry a 10 yearwarranty.approved as per GRIHA and BS 476 etc. complete.


Square Metre

1405 142


38.50 BDR Providing and Fixing Mineral Fibre Acoustical Suspended CeilingSystem with Fine Fissured (Bevelled Tegular) Edge Tiles of size15mm Exposed Grid. The tiles should have Humidity Resistance(RH) of 99%,NRC 0.6, Light Reflectance 85%, ThermalConductivity k = 0.052 - 0.057 w/m K, Colour White, FirePerformance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in modulesize of 600 x 600 x 16mm , with Recycled content of 31 %. Thetile shall be laid on precoated G.I channel height of 32 with 15mm wide T - section flanges colour white having rotary stitchingand XL2 CLIP on all T sections i.e. the Main Runner, 1200 mmand 600 mm Cross Tees with a web height of 32mm and a loadcarrying capacity of 7.57 Kgs/M2 and pull out stength ofminimum 100 Kgs.. The T Sections have a Galvanizing of 90grams per M2 and need to be installed with Suspension system.The Tile and Grid system used together should carry a 10 yearwarranty. product approved in GRIHA and BS 476 etc.complete.


Square Metre

1232 142

1370 Doors andWindows

39.01 BDT Providing and fixing frame with / without ventilator of size asspecified with Country cut teak wood for doors and windowsincluding chamfering, rounding, rebating, iron holdfast of size300mm x 40mm x 5mm with oil painting, etc. complete

As directed byEngineer incharge.

Cubic metre 126465 24913

259

Sr. No.



GST in Rs.


in Rs.


39.02 BDT Providing and fixing frame with / without ventilator of size asspecified with Country non teak wood for doors and windowsincluding chamfering, rounding, rebating, iron holdfast of size300mm x 40mm x 5mm with oil painting, etc. complete.




39.03 BDT-4 Providing and fixing the Country cut teak wood second classfully glazed openable fanlight rectangular in shape as perdetailed drawing excluding the frame,stainless steel fixtures and fastenings and finishing the wood work with 3 coats of oilpainting.

BD-T-4 Page No. 479 SquareMetre

3117 1326


39.04 BDT 7 and 8 Providing and fixing Country cut teak wood double or singleleaf second class fully panelled door shutter with 35mm thickstyle and rail with 25 mm thick panels with openable fan light asper detailed drawings. Excluding the door frame 60mm x100mm stainless steel fixtures and fastening and finishing thewood work with oil painting 3 coats. (Excluding the door frame)

BD-T-7 and 8 Page No. 481-82 SquareMetre

5468 1594


39.05 BDT-11 Providing and fixing Country cut teak wood single leaf panelleddoor shutter without fanlight and 25mm thick as per drawingconsisting of T.W. top rail size 100mm x 25mm and bottom lockrail 200mm x 25mm insert pannel 12 mm thick commercial plyfaced T.W. particle board with phenol formaldehyde syntheticresin (Generally confirming to ISI 3097) excluding frame,including stainless steel fixture and fastening and T.W. beadingto junctions of panelled inserts and as instructed by theEngineer in charge including 3 coats of oil painting etc.complete.


SquareMetre

3610 963


39.06 BDT-11 Providing and fixing single leaf panelled door shutter withoutfanlight and shutter 35 mm thick as per drawing consisting ofT.W. top rail size 100mm x 35 mm and bottom and lock rail200mm x 35mm insert panel 12 mm thick commercial ply facedT.W. particle board with phenol formaldehyde synthetic resin(Generally confirming to ISI 3097) excluding frame, includingstainless steel fixtures fastening and T.W. beading at junction ofpanels inserts and as instructed by the Engineer in chargeincluding 3 coats of oil painting etc. complete.


SquareMetre

4704 1365

260

Sr. No.



GST in Rs.


in Rs.


39.07 BDT-11 Providing and fixing single or double leaf panelled door shutterexcluding frame with glazed openable fanlight shutter 35 mmthick as per detailed drawing consistingpanelled vertical styles100 mm x 35 mm and lock and bottom rail 200 mm x 35 mmand panels 12 mm thick both side commercial ply facedparticleboard including stainless steel fixtures and fastening and T.W.beading at junctions of panel inserts and as instructed by theEngineer in charge including 3 coats of oil painting etc.complete.


SquareMetre

4197 1441


39.08 BDT-12 Providing and fixing Country cut teak wood double or singleleaf panelled shutters, 35 mm thick style top and freze rail 95 x35 thick with lock and bottam rail 195 x 25 mm thick and panelswithout ventilator as per detailed drawing excluding the doorframe, stainless steel fixtures and fastening and finishing thewood work with oil painting 3 coats complete

BD-T-11 and 12 Page No. 482-83

SquareMetre

5450 1459


39.09 BDT-34 Providing and fixing solid core flush door shutter in single leaf 32mm thick decorative type of exterior grade as per detaileddrawings approved face veneers 3 mm thick on both faces oras directed, all necessary beads, mouldings and lipping,wrought iron hold fasts, chromium plated fixtures andfastenings, with brass mortise lock, chromium plated handles onboth sides, and finishing with French Polish etc. complete.


2199 511


39.10 BDT-36 Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron holdfast, stainless steel fixtures and fastenings and handles on bothsides and finishing with oil painting 3 coats complete.


1665 475


39.11 BDT Providing and fixing solid core flush door commercial type onsingle leaf 16 mm thick Bison Panel cement bonded particleBoard including Teak wood lipping beading on all four edgeswithout ventilator commercial type of exterior grade as perdetailed drawings with wrought iron hold fast,stainless steelfixtures and fastenings and handles on both sides and finishingwith oil painting three coats complete.


SquareMetre

2372 478

261

Sr. No.



GST in Rs.


in Rs.


39.12 BDT-39 Providing and fixing Country cut teak wood single leaf doorshutter with teak wood style and rail of 25 mm thick includingfixing 50 mm x 25 mm size welded mesh of 10 gauge as perdetailed drawing or as directed with stainless steel fixture andfastening finishing with 3 coats of oil painting etc. complete.


3140 489


39.13 BDT Providing and fixing factory made panelled door shutter insingle leaf 35 mm thick style and rail without ventilator withCCTW panels 12 mm thick including wrought iron hold fast andstainless steel fixtures with oil painting 3 coats etc. complete.


SquareMetre

1574 311


39.14 BDT Providing and fixing Country cut teak wood single leaf panelleddoor shutters 35 mm thick style and rail and 19 mm thick T.W.panels as per detailed drawing including wrought iron hold faststainless steel fixtures and fastening and three coats of oilpainting etc. complete.


SquareMetre

3067 447


39.15 BDT-42 Providing and fixing fully glazed double leaf window shutter withopenable fanlight including Country cut teak wood 25 mm thickstyle and rails with plain / obscured glass panels 5 mm thick asper drawing or as directed by the Engineer in charge withstainless steel fixtures and fastening and finishing the wood workwith oil painting three coats etc. complete.


2705 836


39.16 BDT-42 Providing and fixing Country cut teak wood window with doubleleaf half glazed and half panelled shutter with style 70 x 20 mmthick rails 95 x 20 mm thick and pannels 15mm thick withventilator including wrought iron hold fast, stainless steel fixturesand fastenings and finishing the wood work with oil painting 3coats etc. complete.


3122 842


39.17 BDT-43 Providing and fixing Country cut teak wood windows withdouble leaf 25 mm thick planked shutters without ventilators asper detailed drawings including stainless steel fixtures andfastenings and finishing the wood work with oil painting 3 coatsetc. complete


3805 635


39.18 BDT-43 Providing and fixing Country cut teak wood windows /ventilators with double leaf panelled shutters 25 mm thickwithout ventilators as per detailed drawing including stainlesssteel fixtures and fastenings and finishing the wood work with oilpainting 3 coats etc. complete.


4406 707

262

Sr. No.



GST in Rs.


in Rs.


39.19 BDT-53 Providing and fixing steel window of various sizes as perdetailed drawing without hot dip zinc coating, withoutventilators, including fabricating / glazing with plain / obscuredglass panels of approved type and quality, iron oxidised fixturesand fastenings, oil painting two coats complete.


2649 899


39.20 BDT-53 Providing and fixing steel window of various sizes as perdetailed drawing without hot dip zinc coating, withoutventilators, including fabricating / glazing with plain / obscuredglass panels of approved type and quality, iron oxidised fixturesand fastenings, finishing with oil painting two coats complete(with guard bars 12 mm square at 10 cm c/c.)


3055 666


39.21 BDT Providing and fixing steel window C.R.C. sheet as per I.S. 1513 :1986. gauge sect. 65 x 40 x 25 mm shutter single sheet of 24gauge single leaf joined by fusion welding at appropriate pointswith vertical grooves of 15 mm wide and 15 mm deep at adistance of 45 mm. The first and last rib should be 60 mm awayfrom vertical edge of the shutter. the shutter shall be welded,with angle to from the periphery of the shutter. At the center ofthe frame there shall be angle welded to bifurcate the frameinto segments with two leaf shutter square 12 mm square guardbars at 120 mm center with all accessories


SquareMetre

2408 902


39.22 BDT Providing and fixing in position factory made box type steelwindow with glazed fanlight including steel windows of coldrolled section of 105mm x 60mm x 1.25mm thick frame sectionfilled with cement concrete (1:2:4) and metal pressed steelshutters of 20 gauge (1mm) as per detailed drawing and designor as directed including providing horizontal mild steel 12mmsquare bars at 10cm center to center, required F7B section,section 76, section 20mm x 5mm mild steel flat for shutter andF4B section for frame, 3mm thick glass of approved quality forfanlight necessary fixtures and fastening etc. complete finishingwith one coat of anticorrosive paint etc.complete


SquareMetre

3394 575

263

Sr. No.



GST in Rs.


in Rs.


39.23 BDT Providing and fixing in position factory made box type fullyglazed window consisting of cold rolled section of 105mm x60mm x 1.25mm thick frame section filled with cementconcrete (1:2:4) and steel section F4B as per detailed drawingand design including mild steel 12mm square bars at 10cmcenter to center, required F7B section, section T6, section forshutter frame (Louvered clips in case of Louvered windowportion) and 3mm thick glass of approved quality ofnecessaryfixtures and fastening, finishing with one coat ofanticorrosive paint etc. complete .


SquareMetre

3317 515


39.24 BDT-55 Providing and fixing rolling shutter fabricated from steel laths ofminimum thickness 0.9 mm with lock plate of 3.15 mm thicknessreinforced with 35 x 35 x 5 mm angle section fitted with slidingbolts and handles for both sides, deep M.S. channel section ofdepth and thickness not less than 65 mm and 3.15 mmrespectively with hold fast arrangements, M.S. Bracket plate 300x 300 x 3.15 mm minimum size and shape with square bar,suspension shaft of minimum 32 mm diameter, hood cover ofM.S. sheet not less than 0.9 mm thickness and of any size at topand safety devices including mechanical gear operationarrangement consisting of worm gear wheels and worms of highgrade cast iron or mild steel and one coat of red lead primeretc. complete. (I.S. 62481979) (Without mechanical gear)


2856 473


39.25 BDT-55 Providing and fixing rolling shutter fabricated from steel laths ofminimum thickness 0.9 mm with lock plate of 3.15 mm thicknessreinforced with 35 x 35 x 5 mm angle section fitted with slidingbolts and handles for both sides, deep M.S. channel section ofdepth and thickness not less than 65 mm and 3.15 mmrespectively with hold fast arrangements, M.S. Bracket plate 300x 300 x 3.15 mm minimum size and shape with square bar,suspension shaft of minimum 32 mm diameter, hood cover ofM.S. sheet not less than 0.9 mm thickness and of any size at topand safety devices including mechanical gear operationarrangement consisting of worm gear wheels and worms of highgrade cast iron or mild steel and one coat of red lead primeretc. complete. (I.S. 62481979) (With mechanical gear)


2738 438

264

Sr. No.



GST in Rs.


in Rs.


39.26 BDT-57 Providing and fixing collapsible steel gate in one / two leaveswith hot rolled vertical channels of 18 x 9 x 3 mm minimum size,crossings of M.S. flats of size 18 x 5 mm T or E section for runnerof minimum 40 x 6 mm size for flange, M.S. flat for top runner ofminimum size 40 x 12 mm with roller wheels confirming to gradeF.G. 150 fitted with snap headed rivets of minimum size 6 mmmax. spacing of vertical channels be 100 mm enclosed gateposition and clear space of 150 mm between two sets ofcrossings with hold fasts, stoppers, spaces, handles, lockingarrangement and one coat of red lead primer and oil paintingetc. complete. (I.S. 105211983).


2214 662


39.27 BDT-67 Providing and fixing partition of welded mesh of 3 mm dia. wires50 mm x 25 mm size mesh including integrated non teakseasoned wood frame 80 x 50 mm of vertical and horizontalscantling and finishing with oil painting 3 coats etc. complete


1486 488


39.28 BDS Providing and fixing sheet glass of 24 oz. for all size includingputty etc. complete

BD-S Page No. 465 to 467 SquareMetre

561 240


39.29 BDT-53 Providing and fixing steel ventilator fully glazed partly fixed asper detailed drawing without hot dip zinc coating includingfabricating glazing with plain / obscured glass panes 5 mmthick and approved type and quality and iron oxidized fixturesand fastening oil paint 2 coats etc. complete.

BD-T-53 Page No. 509 As directed byEngineer incharge.

SquareMetre

1933 500


39.30 BDT-53 Providing and fixing steel ventilator fully glazed partly fixed asper detailed drawing with hot dip zinc coating includingfabricating glazing with plain / obscured glass pans 5 mm thickand approved type quality and iron oxidized fixtures andfastening with guard square bars 12 mm 10 cm c/c and oilpainting 2 coats etc. complete.

BD-T-53 Page No. 509 As directed byEngineer incharge.

SquareMetre

2502 859


39.31 BDT Providing and fixing M.S. grill door 24 kg/sqm of various size asper detailed drawings without hot dip coating, iron fixtures andfastenings and 3 coats of oil painting etc


SquareMetre

1879 725


39.32 BDT Providing and fixing CCTW beading of size 40 mm x 20 mm tothe door frame including chamfering finishing with 3 coats of oilpainting etc. complete


Running metre

149 48

265

Sr. No.



GST in Rs.


in Rs.


39.33 BDT Providing and fixing steel frame of angle 50 x 50 x 6 mm size forwindow with 16 mm with mild steel bars horizontally at 10 cmc/c for ventilator portion and at 15 cm c/c for remaining portionwith M.S. flat of size 40 x 6 mm vertical at center including ironhold fast boxes for fixing 40 x 6 mm vertical at center includingiron hold fast boxes for fixing 40 x 6 mm vertical at centerincluding iron hold fast boxes for fixing shutters includingwelding finishing painting etc. complete.


SquareMetre

1648 452


39.34 BDT Providing and fixing steel frame of angle 40 x 40 x 5 mm size forwindows with 16 mm dia. mild steel bars horizontally at 10 cmc/c for ventilator portion and 15 cm c/c for remaining portionwith M.S. flat of size 40 x 6 mm vertical at center including ironhold fast boxes for fixing 40 x 6 mm vertical at center includingiron hold fast boxes for fixing shutters including welding finishingpainting etc. complete.


SquareMetre

1303 487


39.35 BDT Providing and fixing steel frame door of angle 50 x 50 x 6 mmwith mild steel bars 16 mm dia. horizontally at 10mm c/c forventilator portion including iron hold fast boxes for fixing shuttersincluding welding, finishing, painting etc. complete.


SquareMetre

1037 459


39.36 BDT Providing and fixing steel frame door of angle 40 x 40 x 5 mmwith 16 mm dia. mild steel bars horizontally at 10cm c/c forventilator portion including iron hold fast for the fixing shuttersincluding welding, painting, finishing etc. complete.


SquareMetre

917 459

266

Sr. No.



GST in Rs.


in Rs.


39.37 BDT Providing and fixing in position. (as per I.S.1868 / 1982)Aluminium sliding window of two tracks with rectangular pipehaving overall dimension 63.50 x 38.10 x 1.02 mm at weight0.547 kg/Rmt. and window frame bottom track section 61.85 x31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side tracksection 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. Theshutter should be of bearing bottom 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417kg/Rmt. As per detailed drawings and as directed by Engineerin charge with all necessary Aluminium sections fixtures andfastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5 mmthick plain glass with all required screws and nuts etc,complete. With colour Anodising with box.


SquareMetre

4613 1624


39.38 BDT Providing and fixing in position. (as per I.S.1868 / 1982)Aluminium sliding window of two tracks with rectangular pipehaving overall dimension 63.50 x 38.10 x 1.02 mm at weight0.547 kg/Rmt. and window frame bottom track section 61.85 x31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side tracksection 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. Theshutter should be of bearing bottom 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417kg/Rmt. As per detailed drawings and as directed by Engineerin charge with all necessary Aluminium sections fixtures andfastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5 mmthick plain glass with all required screws and nuts etc,complete. With colour Anodising without box


SquareMetre

4468 1388

267

Sr. No.



GST in Rs.


in Rs.


39.39 BDT Providing and fixing in position. (as per I.S.1868 / 1982)Aluminium sliding window of two tracks with rectangular pipehaving overall dimension 63.50 x 38.10 x 1.02 mm at weight0.547 kg/Rmt. and window frame bottom track section 61.85 x31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side tracksection 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. Theshutter should be of bearing bottom 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417kg/Rmt. As per detailed drawings and as directed by Engineerin charge with all necessary Aluminium sections fixtures andfastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5 mmthick plain glass with all required screws and nuts etc,complete. With powder coating with box


SquareMetre

4796 1610


39.40 BDT Providing and fixing in position. (as per I.S.1868 / 1982)Aluminium sliding window of two tracks with rectangular pipehaving overall dimension ?63.50 x 38.10 x 1.02 mm at weight0.547 kg/Rmt. and window frame bottom track section 61.85 x31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side tracksection 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. Theshutter should be of bearing bottom 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417kg/Rmt. As per detailed drawings and as directed by Engineerin charge with all necessary Aluminium sections fixtures andfastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5 mmthick plain glass with all required screws and nuts etc,complete. With powder coating without box


SquareMetre

4017 1388

268

Sr. No.



GST in Rs.


in Rs.


39.41 BDT Providing and fixing in position (as per 1868 / 1982) Alluminiumsliding window of three tracks with rectangular pipe 95 x 38.10 x0.90 mm at weight 0.637 kg/Rmt. with windowframe bottom track section 92 x 31.75 x 1.30 mm at weight1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mmat weight 0.933 kg/Rmt. The shutter should be of bearingbottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter lockingsection 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handleand top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. Asper detailed drawings and as directed by Engineerinchargewith all necessary Aluminium sections fixtures and fasteningssuch as roller bearing in nylon casting and self locking catchfitted in vertical section of shutter including 5 mm thick plainglass and aluminium mosquito net shutter with stainless steel jailwith all required screws and nuts etc, complete. With colourAnodising with box


SquareMetre

3608 1040


39.42 BDT Providing and fixing in position (as per 1868 / 1982) Aluminiumsliding window of three tracks with rectangular pipe 95 x 38.10 x0.90 mm at weight 0.637 kg/Rmt. with window frame bottomtrack section 92 x 31.75 x 1.30 mm at weight1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mmat weight 0.933 kg/Rmt. The shutter should be of bearing bottom40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section40 x 18 x 1.10 mm at weight 0.469 kg/Rmt.and handle and top section 40 x 18 x 1.25 mm at weight o.417kg/Rmt. As per detailed drawings and as directed byEngineerincharge with all necessary Aluminium sections fixturesand fastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5 mmthick plain glass and aluminium mosquito net shutter withstainless steel jail with all required screws and nuts etc,complete. With colour Anodising without box


SquareMetre

3208 1040

269

Sr. No.



GST in Rs.


in Rs.


39.43 BDT Providing and fixing in position (as per 1868 / 1982) Aluminiumsliding window of three tracks with rectangular pipe 95 x 38.10 x0.90 mm at weight 0.637 kg/Rmt. with window frame bottomtrack section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Topand side track section 92 x 31.75 x 1.30 mm at weight 0.933kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawingsand as directed by Engineerincharge with all necessaryAluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical sectionof shutter including 5 mm thick plain glass and aluminiummosquito net shutter with stainless steel jail with all requiredscrews and nuts etc, complete. With powder coating with box


SquareMetre

3731 1040


39.44 BDT Providing and fixing in position (as per 1868 / 1982) Aluminiumsliding window of three tracks with rectangular pipe 95 x 38.10 x0.90 mm at weight 0.637 kg/Rmt. with window frame bottomtrack section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Topand side track section 92 x 31.75 x 1.30 mm at weight 0.933kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawingsand as directed by Engineerincharge with all necessaryAluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical sectionof shutter including 5 mm thick plain glass and aluminiummosquito net shutter with stainless steel jail with all requiredscrews and nuts etc, complete. With powder coating withoutbox


SquareMetre

3387 1040

270

Sr. No.



GST in Rs.


in Rs.


39.45 BDT Supplying and fixing in position Aluminium extruded sectionFour track sliding windows upto 1.2 metre height, outer framemade from section of over all size 80 mm x 45 mm, bottomsection with or without drain section, track weighing 0.90 kg permetre and top and side section weighing 0.838 kg per runningmetre with shutter or sections made of 19 mm x 40 mm sizehaving average weight of 0.6 kg per running metre(or asrequired size) with change in proportionate weight,with 5.00 mmselected quality plain sheet glass fixed with new neoprenegasket shutters to be provided with nylon encased stainlessrollers, necessary locks and handles complete.


SquareMetre

5521 1031


39.46 BDT Deleted As directed byEngineer incharge.


39.47 BDT Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATEDSOLID PANEL PVC DOOR SHUTTER consisting of frame made outof M.S tubes of 19 guage thickness and, size 19 x 19 mm forstyles and 15 x15 mm for the top and bottom rails, M.S frameshall have a coat of metel primer of approved make andmanufacture. M.S frame shall be covered with heat mouledPVC 'C' channel made from 5 mm (+/0.25) thick prelaminatedsheet of density 600 kg/cbm ,of size 30mm thickness 70mmwidth out of which 50mm shall be flat and 20mm shall betapered in 45? angle on either side forming stiles ; and 5 mmthick ,95 mm wide PVC sheet out of which 75 mm shall be faltand 20 mm shall be tapered in 45 on the inner side to form topand bottom rail and 115 mm wide PVC sheet out of which 75mm shall be falt and 20 mm shall be tapered on both sides toform lock rail.Top,bottom and lock rail shall be provided eitherside of the panel. An additional 5 mm (+/0.25) thick PVC strip of20 mm width is to be stuck on the bottom side of the ' c 'channel prelaminated paneling of 5 mm (+/0.25) thick PVCsheet to be fitted inside the M.S. frame welded/ sealed to thestyles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beadingon either side and joined together with solvent cementadhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mmwide cross PVC sheet as gap insert for the rail and bottom rail.Door to be fixed to frames with 3 nos M.S.powder coated but


SquareMetre

4094 582

271

Sr. No.



GST in Rs.


in Rs.


39.48 BDT Providing and fixing 34 mm thick moulded door shutterconsisting of solid core single leaf flush door of 30 mm thicknesslipped with 15 mm ( 5mm x 3) thick x 30 mm width on one styleand top rail and 10 mm (5mm x 2) thick x 30 mm width on otherstyle and bottom rails. The inner panels laminated with 2 mmthick termite proof, water proof and fire resistant moulded PVCsheet with 2,4,6 design in different plain and /or prelim colourson one side after routing the moulded design on flush doors and2 mm plain and /or pre lam PVC on other side using rubberadhesive on flush door and solvent cement adhesive on thePVC lipping etc. as per direction of Engineer in charge andmanufacturers specification and drawing etc. complete.


SquareMetre

4856 582


39.49 BDT Providing and fixing cold rolled steel hollow door frame 105mmx 60mm for anysizes including hold fast hinges, tie memberswith red oxide and gray paint etc. complete as per I.S.I.specifications and code of practice prescribed includinganticorrosive treatment as directed by the engineer.


Running Metre

1087 250


39.50 BDT Providing and fixing in position aluminium openable window ofany size as per detailed drawing and as directed by Engineer incharge with all necessary aluminum sections includingnecessary fixtures and fastening with 5 mm thick clear floatglass etc. complete. a) Without powder coating Note Whilearriving at the rate of item of item weight at 6.90 kg/Sqm isconsidered.


SquareMetre

3716 1273


39.51 BDT Providing and fixing in position aluminium openable window ofany size as per detailed drawing and as directed byEngineerincharge with all necessary alluminium sectionsincluding necessary fixtures and fastening with 5 mm thick clearfloat glass etc. complete. b) With powder coating Note Whilearriving at the rate of item of item weight at 6.90 kg/Sqm isconsidered.


SquareMetre

5196 1273


39.52 BDT Providing and fixing in position aluminium fixed window fullyglazed of any size as per detailed drawing and as directed byEngineerincharge with all necessary alluminium sectionsincluding necessary fixtures and fastening such as 5 mm thickclear float glass etc. complete. a) Without powder coating.Note While arriving at the rate of item of item weight at 6.90kg/Sqm is considered.


SquareMetre

3601 1018

272

Sr. No.



GST in Rs.


in Rs.


39.53 BDT Providing and fixing in position aluminium fixed window fullyglazed of any size as per detailed drawing and as directed byEngineerincharge with all necessary alluminium sectionsincluding necessary fixtures and fastening such as 5 mm thickclear float glass etc. complete. b) With powder coating NoteWhile arriving at the rate of item of item weight at 6.90 kg/Sqmis considered.


SquareMetre

3679 1273


39.54 BDT Providing and fixing in position aluminium partly openable andpartly fixed window of any size as per detailed drawing and asdirected by Engineerincharge with all necessary alluminiumsections including necessary fixtures and fastening with 5 mmthick float glass etc. complete. a) Without powder coating NoteWhile arriving at the rate of item of item weight at 6.90 kg/Sqmis considered.


SquareMetre

4117 1273


39.55 BDT Providing and fixing in position aluminium partly openable andpartly fixed window of any size as per detailed drawing and asdirected by Engineerincharge with all necessary alluminiumsections including necessary fixtures and fastening with 5 mmthick float glass etc. complete. b) With powder coating NoteWhilearriving at the rate of item of item weight at 6.90 kg/Sqm isconsidered.


SquareMetre

4479 1018


39.56 BDT Providing and fixing M40 grade thick vibrated pull cast or similartype concrete frame with chamfer conforming to I.S. 65241983having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c andfixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mmlong including primer and oil painting etc, complete) frame size60 mm x 100 mm .


Running metre

617 284


39.57 BDT Providing and fixing M40 grade thick vibrated pull cast or similartype concrete frame with chamfer conforming to I.S. 65241983having 6 mm dia bars 3 Nos. And strips @250 mm c/c and fixingin wall with 6 Nos. of hold fast of 12 mm dia bars 500 mm longincluding primer and oil painting etc, complete) frame size 60mm x 125 mm


Running metre

665 331

273

Sr. No.



GST in Rs.


in Rs.


39.58 BDT Providing and fixing fiber glass reinforced polyster door shutter30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) withoutventilator including chromium plated fixtures and fastening withchromium plated handles on both sides, etccomplete


SquareMetre

3269 246


39.59 BDT Providing and fixing fiber glass reinforced polyster door shutter35 mm thick as per IS 14856 (2000) (Reaffirmed 2006) withoutventilator including chromium plated fixtures and fastening withchromium plated handles on both sides, etccomplete.


SquareMetre

3387 246


39.60 BDT Providing and fixing acrylic plastic sheet panels of approvedquality in required thickness plain clear or any colour orobscured linings in lieu of glass pans to doors/windowsincluding providing and fixing clips, putty etc. complete. (a)2.00 mm thick.


SquareMetre

1027 333


39.61 BDT Providing and fixing acrylic plastic sheet panels of approvedquality in required thickness plain clear or any colour orobscured linings in lieu of glass pans to doors/windowsincluding providing and fixing clips, putty etc. complete. (b)3.00 mm thick.


SquareMetre

1214 333


39.62 BDT Providing and fixing 24 gauge plain aluminium sheet on theface of door shutter including cutting to required size and fixingthe screws including making good the damages if any toexisting door shutter and frame etc. complete as directed or asper detailed drawing


SquareMetre

735 260

274

Sr. No.



GST in Rs.


in Rs.


39.63 BDT Providing and fixing in position, Double shuttered aluminiumextruded powder coated openable door of specified size withaluminium door frame of powder coated section 101.60 x44.75mm , 3.18 mm thick and shutter comprising of powdercoated section having bottom and lock rail of size 150 mm x44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mmthick , vertical style 47.62 x 44.45 mm, 3.00 mm thick and forshutter plain glass panes 5 mm thick for top panels and 12mmthick both side laminated phenol bonded particle board panelsfor bottom panels etc. , I.S.I. mark , heavy duty, Hydraulic floorspring of 150 kg capacity , having heavy duty concealed lock,necessary beading, glazing clips, PVC gaskets, 250mm lengthaluminium tower bolts, 150mm dia. pad handle, etc. as perdetailed design and drawing or as directed by engineer incharge including all materials , labours, and equipmentetc.complete


SquareMetre

14588 4720


39.64 BDT Providing and fixing in position, Single shuttered aluminiumextruded powder coated openable door of overall size 0.90 m x2.40 m with aluminium door frame of powder coated section101.60 x 44.75mm , 3.18 mm thick and shutter comprising ofpowder coated section having bottom and lock rail of size 150mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick andfor shutter plain glass panes 5 mm thick for top panels and12mm thick both side laminated phenol bonded particle boardpanels for bottom panels etc. , I.S.I. mark , heavy duty,Hydraulic floor spring of 150 kg capacity , having heavy dutyconcealed lock, necessary beading, glazing clips, PVCgaskets, 250mm length tower bolts, 150mm diam. pad handle,etc. as per detailed design and drawing or as directed byengineer in charge including all materials , labours, andequipment etc.Complete


SquareMetre

12567 4395

275

Sr. No.



GST in Rs.


in Rs.


39.65 BDT Providing and fixing in position, Single shuttered aluminiumextruded powder coated openable door of overall size 0.90 m x2.40 m with aluminium door frame of powder coated section101.60 x 44.75mm , 3.18 mm thick and shutter comprising ofpowder coated section having bottom and lock rail of size 150mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick andfor shutter plain glass panes 5 mm thick for top panels and12mm thick both side laminated phenol bonded particle boardpanels for bottom panels etc. , I.S.I. mark , with bijagiri havingheavy duty concealed lock, necessary beading, glazing clips,PVC gaskets, 250mm length tower bolts, 150mm diam. padhandle, etc. as per detailed design and drawing or as directedby engineer in charge including all materials , labours, andequipment etc. complete


SquareMetre

10343 5113


39.66 BDT Providing and fixing 50 mm x 50 mm Mild Steel square pipeframed steel windows of various sizes as per details with weldedsquare bars 12 mm at 10 cm center to center without hot dipzinc coating without / with ventilator including fabrication,glazing with plain / obscured glass panes 5 mm thick ofapproved type and quality, all fixtures and fastenings andfinishing with one coat of primer complete.


SquareMetre

2161 850


39.67 BDT Deleted As directed byEngineer incharge.


39.68 BDT Providing and fixing in position powder coated aluminiumlouvered windows / ventilator of various sizes with powdercoating as per detailed drawing and specifications includingaluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thicksheet glass louvers, of approved quality etc. complete.


SquareMetre

2688 456


39.69 BDT Providing and fixing partitions made up of CCTW frame of size75 mm x 50 mm at 60 cm c/c with 9 mm thick commercial plyand 4mm thick veneer on both sides with French polish etc.complete.


SquareMetre

3877 630


39.70 BDT Providing and fixing Country cut teak wood partly veneeredand partly glazed partition with 75 mm x 50 mm frame at 60 cmcenter and 9 mm thick commercial ply on both sides,decorative veneer of 4 mm thick and plain glass 5 mm thick,including French polishing etc. complete


SquareMetre

2318 495

276

Sr. No.



GST in Rs.


in Rs.


39.71 BDT Providing and fixing welded mesh of 50 mm x 25 mm and (11gauge) to Country cut teak wood frame work as per detaileddrawing or as directed, iron fastening with one coat of primer,scaffolding, including TW frame work of 70 mm x 75 mm andcovering CCTW battens of 45 mm x 10 mm etc. complete.


SquareMetre

1273 147


39.72 BDT Providng and fixing in position anodised extruded aluminumpartitions, partly glazed and partly laminated having framemade out of extruded tubular section of size 40 mm x 60 mmwith 12 mm thick three layered flat pressed teak wood particleboard bonded with BWP type exterior grade phenolformaldehyde synthetic resin conforming to IS 128231990,laminated on both sides,Novateakor equivalent and 5 mm thickselected quality plain/ float glass panels fixed with aluminumglass clips 12 mm x 12 mm and rubber cushioning beading toglass partitions as per approved drawing etc. compete


SquareMetre

2680 716


39.73 BDT Providing and fixing in position extruded aluminium partitionshaving frame made out of extruded tubular section of size 65mm x 40 mm with 12 mm thick three layered flat pressed teakwood particle board bonded with BWP type exterior gradephenol formaldehyde synthetic resin conforming to IS129231990, laminated on both sides, Novateak or equivalentwith aluminium glazing clips of size 12 mm x 12 mm (conical) asper drawing etc. complete.


SquareMetre

2760 848


39.74 BDT Providing and fixing fly proof mesh shutter toventilator / windowusing CCTW members of size 45 x 22 mm for frame work and 35x 22 mm for middle support and fixing fly proof mesh on it andcovering TW battens of size 20 x 10 mm including priming andtwo coats of oil painting to the new wood and steel work and alllabour charges including all fixture and fastenings etc.complete


SquareMetre

2538 629


39.75 BDT Providing coloured anodising treatment to aluminium sectionsof the doors , windows, and ventilators including all theintermediate supports , side supports, screws and all thenecessary fixtures with all leads, lifts, fixing charges etc.complete (Complete measurement on actual square meterbasis of opening area shall be paid.)


SquareMetre

885 524

277

Sr. No.



GST in Rs.


in Rs.


39.76 BDT Providing and fixing aluminium grill diamond mesh type DG202of 7.5 mm thick including fixing in position anodised aluminiumframe section of 80 x 38 mm x 1.22 mm size box, cutting to therequired size with all wastage , labour, lead lift etc. complete.


SquareMetre

3904 1109


39.77 BDT Providing and fixing in position Mild steel fixed staggered ( ZType ) Ventilator as per detailed drawing with hot deep zinkcoating including fabricating with Mild steel 'Z 'Section of size20mm x 25 mm and 3 mm thick at weight 1.42 Kg/Rmt,withstainless steel mosquito net of 304 Grade,4 mm thick float glass?as directed by Engineer In charge including necessarywelding, grinding, two coats of oil paint etc.complete


SquareMetre

2315 693


39.78 BDT Providing and fixing in position anodised (as per IS 1868/1982)Aluminium fixed staggered ( Z Type )Ventilator with aluminiumrectangular pipe 63 mm x 38.10 mm x 1.22 mm at weight 0.650Kg/Rmt, Aluminium angle of size 15 mm x15 mm x 1 mm,aluminium channel of 9 mm sizes, S.S.mosquitonet of 304 Grade,4 mm thick float glass per detailed drawingand as directed by Engineer in charge etc.complete.


SquareMetre

3607 753


39.79 BDT Providing and fixing welded mesh of 11 gauge wires havingmesh size 50 mm x 25 mm including M.S Angle frame of size 35mm x 35 mm x5 mm in position with oil painting 3 coats etc.complete


SquareMetre

1526 664


39.80 BDT Providing and Fixing 32 mm thick One piece single mouldedpuff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for internaluse including toilets made up of outer ABS sheet of 1.2 mm thickhaving puff insulation of 35 to 40 Kg/Cum.density and 10 mmdia.for steel bars 2 Nos., wooden block to receive fixtures,having M.S. hinges 100 mm length, M.S. handles 150 mm lengthand 10 mm dia sliding door bolt etc. complete


SquareMetre

2993 1050

278

Sr. No.



GST in Rs.


in Rs.


39.81 BDT Providing and fixing 30mm thick SOLID PANEL PVC INTERNALDOOR SHUTTER consisting of frame made out of M.S. tubes of 19gauge thickness and size of 40mm x 20mm for stiles ,top, lockand bottom rails. M.S. frame shall have a coat of steel primersof approved make and manufacture. M.S. frame shall becovered with 5mm thick heat molded PVC channel of size 30 x100mm forming stiles, and 5mm thick, 125mm wide PVC sheetsfor top rail, lock rail and bottom rail on either side, and 15mm(5mm x 3) thick, 20mm wide cross PVC sheet as gap insert fortop rail and bottom rail. Paneling of 10 mm thick prelam PVCsheet to be fitted in the M.S. frame welded / sealed to the stilesand rails with 30mm wide x 5mm thick PVC sheet beading oneither side, and joined together with solvent cement adhesiveetc. An additional 5mm thick PVC strip of 20mm width is to bestuck on the interior side of the C Channel using PVC solventcement adhesive. including stainless steel fixtures and fasteningComplete as per direction ofEngineerincharge,manufacturer'sspecification and drawing.


SquareMetre

3930 582


39.82 BDT Providing and fixing 30mm thick PVC FLUSH L DOOR SHUTTERconsisting of panel of hollow PVC profile of 20 mm thicknessconsisting frame made out of M.S. tubes of 19 gauge thicknessand size of 19mm x 19mminserted inside the hollow section ofstiles rails top ?and bottom rails and two 19x 19 mm MS tubesinserted horizontally inside the hollow profile section using 4/5mm sheet using screws hollow profile shall be lipped with 10mm (5mm x2) thick x 20 mm width on stiles and rails usingsolvent cement. The inner panel shall be laminated with 5mmthick termite proof waterproof plain /prelam PVC sheet usingsolvent cement on the both sides of the panel includingstainless steel fixtures and fastening etc. Complete as perdirection of Engineer incharge, manufacturers specification anddrawing.


SquareMetre

4094 582


39.83 BDT Providing and fixing partition 4 mm thick Indian teak Veneer onone side and 4mm commercial type plywood on the other sideincluding C.T.W. frame of 70 x 35 mm at 60 cm C/C on bothways, including finishing with French polishing to Veneer faceand oil painting / french polishing to other face etc.complete.(without skirting)


SquareMetre

2570 608

279

Sr. No.



GST in Rs.


in Rs.


39.84 BDT Providing and fixing partitions with 12 mm thick three layeredflat pressed teakwood particle board both faces commercialbonded with phenol formal dehyde synthetic resin includingCTW vertical 70 x 70 mm and top and bottom rail of 70 x 35 mmand covering batten of 20 x 10 mm at 1.00 metre apart on bothways or as directed including finishing with one coat of primercomplete.


1842 286


39.85 BDT Providing and fixing partitions with 12 mm thick three layerd flatpressed teakwood commercial board compressed one faceand other teak veneer bonded with phenol formaldehydesynthetic resin including CTW vertical 70 x 70 mm and top andbottom rail of 70 x 35 mm and covering batten of 20 x 10 mm at1.00 metre apart on both ways or as directed including finishingwith one coat of primer complete.


2253 290


39.86 BDT Providing and fixing partition with 12mm thick three layered flatpressed veneer teak wood partical board with both faces teakveneer bonded with phenol formaldehyde synthetic resinincluding C.T.W. vertical 70 x 70 mm and top and bottom rail of70 x 35 mm and covering battern of 20 x 10 mm at 1.00 metreapart on both ways or as directed including finishing with onecoat of primer complete.


1904 501


39.87 BDT Providing and fixing in position C.C.T.W. brackets for weathersheds of section 70 x 45 mm with mortise and tenon joinery at1.2 to 1.5 metre center to center or as directed and teak woodbattens of required section, including fixing three numbers ofiron nut and bolts to each bracket, necessary scaffolding andtwo coats of painting to wood work etc. complete.




39.88 BDT Providing and fixing 22 B.W.G. plain galvanised iron sheets ontop of weather shed, including scaffolding, fixing by means ofnut and bolts or as directed etc. complete. (Brackets of 70 x 45mm to be paid separately)


SquareMetre

726 114


39.89 BDT Providing and fixing 22 B.W.G. plain FRP sheets on top ofweather shed, including scaffolding, fixing by means of nut andbolts or as directed etc. complete. (Brackets of 70 x 45 mm tobe paid separately)


SquareMetre

2026 114

280

Sr. No.



GST in Rs.


in Rs.


39.90 BDT Providing and fixing 4 mm thick plain A.C. sheets (of IS std.) ontop of the weather shed including scaffolding, fixing by meansof nuts and bolts or as directed etc. complete as per detaileddrawing (Brackets of 70 x 45 mm to be paid separately).


SquareMetre

321 143


39.91 BDT Deleted


39.92 BDT Providing and fixing country teak wood runner size 150 x 75 mmover partition, including rounding, fixing in the masonrywhere necessary beading on sides etc. complete.


Running metre

919 107


39.93 BDT Providing and fixing teak wood cover moulding 45 x 20 mmover doors and windows in the required shape and size as perdrawing, including all mouldings and finishing with frenchpolishing etc. complete.


Running metre

106 21


39.94 BDT Providing and fixing aluminium grill`(5.13 Kg/Sqm) decorative ofvarious sizes as per detail drawing and specification etc.complete. (Prior permission to be obtained from S.E. beforeexecution of this item) ( 5.13 Kg/Sqm)


SquareMetre

2069 713

1464 Iron Work 40.01 BDU 1 Providing and fixing mild steel grill work for windows, ventilatorsetc. 20 kg/sqm as per drawing including fixtures, necessarywelding and painting with one coats of anticorrosive paint andtwo coats of oil painting complete.

Bd.U.1 Page No. 537 Square Metre

1171 194

1465 Iron Work 40.02 BDU 1A Providing and fixing mild steel grill work for windows, ventilators,etc. 15 kg/sqm as per drawing including fixtures necessarywelding and painting with one coat of anticorrosive paint andtwo coats of oil painting complete.


935 194

1466 Iron Work 40.03 BDU 2 Providing and fixing mild steel grill railing 20 kg/sq.m with teakwood hand rail of size 75mm x 60 mm.and sill of 75mm.x 25mm.and newel posts for staircases, including fabricating, fix-tures, erecting, painting the grill work with one coat of anti-corrosive paint and two coats of oil painting with approvedcolour and polishing the sill, hand rail and the newel post withfrench polish.


2028 210

1467 Iron Work 40.04 BDU 2A Providing and fixing mild steel grill railing 15 kg/sq.m withGhanateak wood hand rail of size 75mm x 60 mm and sill of75mm.x 25mm and newel posts for staircases, includingfabricating, fixtures, erecting, painting the grill work with onecoat of anticorrosive paint and two coats of oil painting withapproved colours and polishing the sill, hand rail and the newelpost with french polish.


1521 160

281

Sr. No.



GST in Rs.


in Rs.

1468 Iron Work 40.05 BDW Providing and erecting Y type barbed wire fencing with sevenrows of wire with 2.45 mm dia G.I. pipe ( Rezan/concentiDeleted ire 0.75 mm dia ) with hot dip and G.I. coatedhooks as per drawing supported on M.S. angle 50 x 50 x 6 mmat 2.5 mtr. c/c including fixing and fastening with wire, paintingM.S. angles with one coat of red lead primer and two coat of oilpaint etc. complete.


Running Metre

445 83

1469 Iron Work 40.06 BDW Providing and fixing 40mm diameter and 1.5mm thick Stainlesssteel hand railing in S.S.304 Grade including fabricating ,fixtures,errecting, necessary welding, grinding, finishing, buffing tostainless steel pipe etc. complete

As directed by Engineer Incharge

Running Metre

1749 700

1470 Iron Work 40.07 BDW Providing and fixing 900mm high S.S.304 Grade Stainless steelrailing with 40mm diameter and 1.5mm thick at top,40mmdiameter and 1.5mm thick vertical supports spaced at 1.5mcenter to center and 8mm thick toughened glass includingfabricating ,fixtures, errecting , necessary welding , grinding ,finishing, buffing to stainless steel pipe etc. complete


Running Metre

2501 760

1471 Iron Work 40.08 BDW Providing and Fixing mat finish stainless steel (of 302 grade )railing with top pipe of 50 mm dia. and vertical pipe of 38 mmdia at 0.60 m c/c or as required and horizontal pipes of 25 mmdia in three rows, all pipes of 2 mm thick includingbuffing,fabricating fixtures and fastening including pipe base ofappropriate diameter and ball base of 75 mm dia above newelpost of 75 mm diameter etc. complete (Prior approval ofsample and brand by Ex.Engineer is necessary before use)


Running Metre

2501 600

1472 Iron Work 40.09 BDW Providing and fixing mild steel grill railing weighing 15 kg / sqm.with teak wood hand rail of size 75mm.x 60mm. and sill 75mm.x25mm.and posts for verandah including fabricating, fixtures,erecting and painting the grill work with one coat ofanticorrosive paint and two coats of oil paint and polishing thegrill, hand rail with French polish. Spec. No. : Bd.U.3


Square Metre

2780 832

282

Sr. No.



GST in Rs.


in Rs.

1473 Iron Work 40.10 BDW Providing and fixing mild steel grill railing weighing 15 kg / sqm.with PVC handrail cover and newel post for staircases, includingfabricating, fixtures, drilling holes in concrete / other surface,erecting the grill work, necessary welding, fixing by nuts andbolts, fixing PVC handrail cover, with one coat of anticorrosivepaint and two coats of oil painting with approved colour andshade, remaking the damaged surface, cleaning, etc.complete. Spec. No. : As directed by Engineer in charge.


Square Metre

2780 832

1474 Iron Work 40.11 BDW Providing and fixing mild steel grill railing weighing 20 kg / sqm.with PVC handrail cover and newel post for staircases, includingfabricating, fixtures, drilling holes in concrete / other surface,erecting the grill work, necessary welding, fixing by nuts andbolts, fixing PVC handrail cover, with one coat of anticorrosivepaint and two coats of oil painting with approved colour andshade, remaking the damaged surface, cleaning, etc.complete. Spec. No. : As directed by Engineer in charge.


Square Metre

2959 888

1475 Water Supply and Sanitary

Fitting

41.01 BDV 1 Providing and laying cast iron pipes of B class of 80mmdiameter with sockets and spigot ends/ flanges and castcentrifugally / vertically including specials, laying pipes andback filling the trench complete including excavation.

Bd.V.1 Page No. 547 Running Metre

1030 86


Fitting

41.02 BDV 1A Providing and laying cast iron pipes of B class of 100mmdiameter with sockets and spigot ends/ flanges and castcentrifugally/vertically including specials, laying pipes andback filling the trench complete including excavation.


1297 86


Fitting

41.03 BDV 1B Providing and laying cast iron pipes of B class of 150mmdiameter with sockets and spiget ends/ flanges and castcentrifugally/ vertically including specials, laying pipes andback filling the trench complete including excavation.


2066 93


Fitting

41.04 BDV 2 Providing and making lead joints for 80mm diameter cast ironpipe line including lead and testing.

Bd.V.2 Page No. 549 Number 719 228


Fitting

41.05 BDV 2A Providing and making lead joints for 100mm diameter cast ironpipes line including lead and testing.



Fitting

41.06 BDV 2B Providing and making lead joints for 150mm diameter cast ironpipe line including lead and testing



Fitting

41.07 BDV 3 Providing and making flanged connection for the 80mmdiameter cast iron pipe line including painting rubber insertion,nuts and bolts etc. complete.


283

Sr. No.



GST in Rs.


in Rs.


Fitting

41.08 BDV 3A Providing and making flanged connection for the 100mmdiameter cast iron pipe line including painting rubber insertion,nuts and bolts etc. complete.



Fitting

41.09 BDV 3B Providing and making flanged connection for the 150mmdiameter cast iron pipe line including painting rubber insertion,nuts and bolts etc. complete.



Fitting

41.10 BDV 5 Providing and fixing on walls/ ceiling/ floors, 15 mm dia. heavygrade having embossed as ISI Mark galvanised iron pipesweight of 1.48 Kg/metre with necessary fittings. remaking goodthe demolished portion and applying primer of anti-corrosive oilpaint 2 coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.


257 73


Fitting

41.11 BDV 5 Providing and fixing on walls/ ceiling/ floors 20 mm dia. heavygrade having embossed as ISI Mark galvanised iron pipes of1.93 kg/meter with necessary fitting remaking good thedemolished portion and applying primer of anti-corrosive oilpaint, 2 coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.

Bd.V.5 Page No. 551c Running Metre

310 97


Fitting

41.12 BDV 5 Providing and fixing on walls/ ceiling/ floors, 25 mm dia. heavygrade having embossed as ISI Mark galvanised iron pipesweight of 3.01 Kg/meter with necessary fittings . remaking goodthe demolished portion and applying primer of anti-corrosive oilpaint 2 coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.


366 74


Fitting

41.13 BDV 5 Providing and fixing on walls/ ceiling/ floors, 32 mm dia. heavygrade having embossed as ISI Mark galvanised iron pipesweight of 3.89 Kg/meter with necessary fittings . remaking goodthe demolished portion and applying primer of anti-corrosive oilpaint 2 coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.


399 74

284

Sr. No.



GST in Rs.


in Rs.


Fitting

41.14 BDV 5 Providing and fixing on walls/ ceiling/ floors, 40 mm dia. heavygrade having embossed as ISI Mark galvanised iron pipesweight of 4.49 Kg/meter with necessary fittings and remakinggood the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding andremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.


448 74


Fitting

41.15 BDV 5 Providing and fixing on walls/ ceiling/ floors, 50 mm dia heavygrade having embossed as ISI Mark galvanised iron pipesweight of 6.33 Kg/meter with necessary fittings.and remakinggood the demolished portion and primer of anti corrossive oilpaint 2 coats Including necessary scaffolding and removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.

Bd.V.5Page No. 551 Running Metre

582 75


Fitting

41.16 BDV 5 Providing and fixing on walls/ ceiling/ floors, 80 mm dia.heavygrade having embossed as ISI Mark galvanised iron pipesweight of 10.15 Kg/meter with necessary fittings. and remakinggood the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding andremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.


939 78


Fitting

41.17 BDV 5 Providing and fixing on walls/ ceiling/ floors, 100 mm dia.heavygrade having embossed as ISI Mark galvanised iron pipesweight of 14.74 Kg/meter with necessary fittings. and remakinggood the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding andremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.


1086 79


Fitting

41.18 BDV 5 Providing and laying in trenches 15 mm dia. medium gradehaving embossed as ISI Mark galvanised iron pipes of 1.25kg/meter necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint, 2 coats Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


254 102

285

Sr. No.



GST in Rs.


in Rs.


Fitting

41.19 BDV 5 Providing and laying in trenches 20 mm dia. medium gradehaving embossed as ISI Mark galvanised iron pipes ?of 1.63kg/meter necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint, 2 coats Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


302 127


Fitting

41.20 BDV 5 Providing and laying in trenches 25 mm dia. medium gradehaving embossed as ISI Mark galvanised iron pipes ?of 2.49kg/meter necessary fitting remaking good the ?demolishedportion with filling trenches and with primer of anti-corrosive oilpaint, 2 coats Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


329 127


Fitting

41.21 BDV 5 Providing and laying in trenches 32 mm dia.medium gradehaving embossed as ISI Mark galvanised iron pipes ?of 3.20kg/meter necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint, 2 coats Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


353 127


Fitting



402 132


Fitting



501 137


Fitting



702 139

286

Sr. No.



GST in Rs.


in Rs.


Fitting

41.25 BDV 5 Providing and laying in trenches 100 mm dia. medium gradehaving embossed as ISI Mark galvanised iron pipes ?of 12.43kg/meter necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint , 2 coats Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


883 153


Fitting

41.26 BDV 7 Providing and fixing 15mm diameter water meter with non-return valve including strainer, sockets/ union nut includingwater meter box making locking arrangement and lock.[Without chamber].



Fitting

41.27 BDV 7 Providing and fixing 20mm diameter water meter with non-return valve including strainer, sockets/ union nut includingwater meter box making locking arrangement and lock.(without chamber).



Fitting

41.28 BDV 7 Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and includingwater meter box making locking arrangement and lock.[Without chamber].



Fitting

41.29 BDV 7 Providing and fixing 40mm diameter water meter with non-return valve including strainer, sockets/ union nut and includingwater meter box making locking arrangements and lock.[Withoutchamber].



Fitting

41.30 BDV 7 Providing and fixing 50mm diameter water meter with non-return valve including strainer, sockets/ union nut and includingwater meter box making locking arrangement and lock.[without chamber]



Fitting

41.31 BDV 7 Providing and fixing 80mm diameter water meter with non-return valve including strainer, sockets/ union nut and includingwater meter box making locking arrangement and lock.[Without chamber].



Fitting

41.32 BDV 7 Providing and fixing 100mm diameter water meter with non-return valve including strainer, sockets/ union nut and includingwater meter box making locking arrangements and lock.[Without chamber].



Fitting

41.33 BDV Deleted


Fitting

41.34 BDV Deleted

287

Sr. No.



GST in Rs.


in Rs.


Fitting

41.35 BDV Deleted


Fitting

41.36 BDV Deleted


Fitting

41.37 BDV Deleted


Fitting

41.38 BDV Deleted


Fitting

41.39 BDV Deleted


Fitting

41.40 BDV 8 Providing and fixing 15 mm dia. screw down bib/ stop tap ofbrass including necessary socket union nut complete.



Fitting




Fitting




Fitting

41.43 BDV 9 Providing and fixing screw down 15 mm dia. wheeled stop tapof brass including necessary sockets/union nut complete



Fitting

41.44 BDV 9 Providing and fixing screw down for 20 mm dia. wheeled stoptap of brass including necessary sockets/union nut complete.



Fitting




Fitting




Fitting




Fitting

41.48 BDV 9 Providing and fixing screw down for 50 mm dia. wheeled stoptap of brass including necessary sockets/ union nut complete.


288

Sr. No.



GST in Rs.


in Rs.


Fitting




Fitting

41.50 BDV 9 Providing and fixing screw down for 80 mm. dia. wheeled stoptap of brass including necessary sockets/union nut complete.



Fitting

41.51 BDV 12 Providing and fixing 100 mm dia. chromium plated brassshowers rose to 15mm dia. supply pipe including necessarybend and socket complete.

Bd.V. 12 Page No. 556 Number 260 50


Fitting

41.52 BDV 14 Providing and fixing 15mm diameter concussion push buttontype brass/gun metal self-closing tap including necessarysocket complete.



Fitting

41.53 BDV 14 Providing and fixing 25mm diameter concussion push buttontype brass/gun metal self-closing tap including necessarysocket complete

Bd.V. 14 Page No. 557 Number 191 74


Fitting

41.54 BDV Providing and fixing push cock (Self closing tap) symet type of15 mm dia. including necessary socket, testing etc. complete.


Number 300 60


Fitting

41.55 BDV Providing and fixing push cock (Self closing tap) symet type of20 mm dia. including necessary socket, testing etc. complete.


Number 350 70


Fitting

41.56 BDV 19 Providing and fixing 45 cm wide mild steel ladder of 40mm x 6mm mild steel flat stringers and steps of 18 mm dia. mild steelbar for water tank including fixing it in (1:2:4) M-15 cementconcrete block 60cm x 30cm x 30cm and painting the laddercomplete. (Anti Corossive Paint)

Bd. V. 19 Page No. 559 Running Metre

680 469


Fitting

41.57 BDV 23 Providing and fixing White Glazed Earthenware full stall typeUrinal with P.V.C. flushing cistern of 5 liters capacity with fitting,inlet pipes and stop tap, brackets for fixing the cistern, 32 mmdia. P.V.C flush pipe with fittings and flushing arrangementincluding lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall



Fitting

41.58 BDV 23 Providing and fixing White Glazed Earthenware Squatting plate(Ladies Urinal) with P.V.C. flushing cistern of 5 liters capacity withfitting, inlet pipes and stop tap, brackets for fixing the cistern, 32mm dia. P.V.C flush pipe with fittings and flushing arrangementincluding lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall


289

Sr. No.



GST in Rs.


in Rs.


Fitting

41.59 BDV 23 Providing and fixing coloured glazed earthenware full stall typeUrinal with P.V.C. flushing cistern of 5 liters capacity with fitting,inlet pipes and stop tap brackets for fixing the cistern 32mm dia.P.V.C. flush pipe with fittings and flushing arrangement includinglead soil pipe, lead trap soil pipe connection up to the outsideface of the wall.



Fitting

41.60 BDV 26 Providing and fixing white glazed earthenware lipped flatback/corner type Urinal with PVC 5 liters flushing cistern withfittings, inlet pipe with stop tap, brackets for fixing the cistern, 32mm diameter P.V.C. flush pipe with fitting including lead soilpipe, lead trap and soil pipe connection up to the outside faceof wall.



Fitting

41.61 BDV 27 Providing and fixing coloured glazed earthenware lipped flatback/corner type urinal with PVC 5 liters flushing cistern withfittings,capacity with fittings, inlet pipe and stop tap, bracketsfor fixing the cistern, P.V.C. flush pipe with fittings including leadsoil pipe, lead trap and soil pipe connection up to the outsideface of the wall.



Fitting

41.62 BDV 29 Providing and laying 100 mm dia. half round white glazedearthenware pipes in 1:5:10 cement concrete beddingincluding bends, etc. complete.


218 34


Fitting

41.63 BDV 30 Providing and fixing white glazed earthenware Wash Hand Basinof 55cm. x 40 cm. size including cold water pillar tap/cold andhot water pillar tap brackets, rubber plugs and brass chain, stoptap and necessary pipe connections including P.V.C. wastepipe and trap up to the outside face of the wall. Making goodthe damaged surface, testing etc. complete.



Fitting

41.64 BDV 30 Providing and fixing white glazed earthenware Wash Hand Basinof 45cm x 30cm size including cold water pillar tap/cold andhot water pillar tap brackets, rubber plugs and brass chain, stoptap and necessary pipe connection including P.V.C. waste pipeand trap up to the outside face of the wall. Making good thedamaged surface, testing etc. complete.



Fitting

41.65 BDV 30 Providing and fixing white glazed earthenware Wash Hand Basinof 63cm x 45cm size including cold water pillar tap/cold andhot water pillar tap brackets, rubber plugs and brass chain, stoptap and necessary pipe connection including P.V.C. waste pipeand trap up to the outside face of the wall. Making good thedamaged surface, testing etc. complete


290

Sr. No.



GST in Rs.


in Rs.


Fitting

41.66 BDV 30 Providing and fixing coloured glazed earthenware Wash HandBasin of 55cm x 40 cm size including cold water pillar tap/coldand hot water pillar tap brackets, rubber plugs and brass chain,stop tap and necessary pipe connection including P.V.C. wastepipe and trap up to the outside face of the wall. Making goodthe damaged surface, testing etc. complete.



Fitting

41.67 BDV 30 Providing and fixing coloured glazed earthenware Wash HandBasin of 45 cm x 30 cm size including cold water pillar tap/coldand hot water pillar tap brackets, rubber plugs and brass chain,stop tap and necessary pipe connection including P.V.C. wastepipe and trap up to the outside face of the wall. Making goodthe damaged surface, testing etc. complete.



Fitting

41.68 BDV NA


Fitting

41.69 BDV Providing and fixing White glazed with bottle trap earthenwareWash Hand Basin of 55x40 cm size including cold water pillertaps, brackets, rubber plugs and brass chain, stop tap,chromium plate bottle trap and necessary pipe connectionsincluding UPAC waste pipe and trap upto the outside face ofthe wall, making good the damaged surface, testing etc.complete.

BDV.-30 Page No.616 Number 3981 934


Fitting

41.70 BDV Providing and fixing White glazed with bottle trapearthenware Wash Hand Basin of 63x45 cm size including coldwater piller taps, brackets, rubber plugs and brass chain, stoptap, chromium plate bottle trap and necessary pipeconnections including UPAC waste pipe and trap upto theoutside face of the wall, making good the damaged surface,testing etc. complete.



Fitting

41.71 BDV NA


Fitting

41.72 BDV Providing and fixing Coloured glazed with bottle trapearthenware Wash Hand Basin of 55x40 cm. size including coldwater piller taps, brackets, rubber plugs and brass chain, stoptap, chromium plate bottle trap and necessary pipeconnections including UPAC waste pipe and trap upto theoutside face of the wall, making good the damaged surface,testing etc. complete.


291

Sr. No.



GST in Rs.


in Rs.


Fitting

41.73 BDV NA


Fitting

41.74 BDV 30 Providing and fixing coloured glazed earthenware Wash HandBasin of 63 cm x 45 cm size including cold water pillar tap/coldand hot water pillar tap brackets, rubber plugs and brass chain,stop tap and necessary pipe connection including P.V.C. wastepipe and trap up to the outside face of the wall.



Fitting

41.75 BDV 31 Providing and fixing white glazed earthenware sink 600mm x200mm x 450mm including all connection of the G.I. supply andP.V.C. waste pipes up to the outside face of the wall, cold waterchromium plated screw down bib tap, rolled steel or C.I.brackets, rubber plug with chain and stop tap complete.

Bd.V.31 Page No.566 Number 3292 1011


Fitting

41.76 BDV 31 Providing and fixing white glazed earthenware sink 450mm x200mm x 300mm including all connection of the G.I. supply andlead waste pipes up to the outside face of the wall, cold waterchromium plated screw down bib tap, rolled steel or C.I.brackets, rubber plug with chain and stop tap complete.



Fitting

41.77 BDV Providing and fixing Autoclosing pillar cock of pressmatic tap ofJaguar make or equivalent including all fixtures, fittings etc.complete.


Number 2230 210


Fitting

41.78 BDV Providing and constructing granite kitchen platform with fixingof stainless steel sink 600 mm x 450 mm size as per detaileddrawing including vertical both side polished kadappah stone25 to 30 mm thick supports with kadappah top 35 to 40 mmthick and polished granite 16 to 20 mm top with side strips ofgranite at front and both sides of platform raised with twovertical granite supports 15 cm height and top granite of 75 x 40cm including cutting, opening for sink of required size inkadappah as well as granite etc. complete. (Platform top size5.00 m x 0.60 m and height is 0.75 m)


Square Metre

7223 970


Fitting

41.79 BDV 32 Providing and fixing 8cm C.I. Nahani Trap including C.I. gratingbend and piece of C.I. pipe upto the outside face of the wallcomplete.



Fitting

41.80 BDV 32 Providing and fixing 10cm C.I. Nahani Trap including C.I. gratingbend and piece of C.I. pipe upto the outside face of the wallcomplete.


292

Sr. No.



GST in Rs.


in Rs.


Fitting

42.01 BDV 37 Providing and laying 100mm diameter half round salt glazedstoneware pipes in brick masonry including fittings such asbends, tees, single junction, necessary excavation and jointingcomplete.

Bd.V.37, Page No. 571 Running Metre

645 42


Fitting

42.02 BDV 38 Providing and fixing 15cm x 10cm salt glazed stoneware gullytrap in cement concrete 1:4:8 outside the building includingcast iron grating in the sink, connecting glazed stoneware pipe,brick masonry chamber with cast iron lid and cast iron gratingfor the gully trap.

Bd.V.38, Page No. 572 Number 802 203


Fitting

42.03 BDV 39 Providing and laying 100 mm dia salt glazed stoneware pipeincluding fittings such as bends, tees, single junction, doublejunctions laying, jointing (including excavation and refilling thetrenches) complete.


196 85


Fitting

42.04 BDV 39 Providing and laying for 150 mm dia salt glazed stoneware pipeincluding fittings Such as bends, tees, single junction, doublejunctions laying, jointing (including excavation and refilling thetrenches) complete.


247 86


Fitting

42.05 BDV 39 Providing and laying for 225mm dia. salt glazed S.W. Pipeincluding fitting such as bends, tees, single junction, doublejunctions laying, jointing (including excavation and refilling thetrenches) complete


270 86


Fitting

42.06 BDV 41 Providing and laying concrete pipes of I.S.NP. class of 100mmdiameter in proper line, level and slope including necessarycollars, excavation, laying, fixing with collars in cement mortar1:1 and refilling the trench complete.


466 140


Fitting



490 154


Fitting



537 154


Fitting



773 167

293

Sr. No.



GST in Rs.


in Rs.


Fitting

42.10 BDV 43 Providing and constructing Brick Masonry Inspection Chamber60cm x 45cm x 90cm including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and airtight C. I.cover of 75 kg with lid and frame fixed in cement concrete.



Fitting

42.11 BDV 43 Providing and constructing Brick Masonry Inspection Chamber90cm x 45cm x 90cm including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half roundG.S.W.pipes, Brick Masonry, plastering from inside and C.I. lidcover of 75 kg with lid and frame fixed in cement concrete.



Fitting

42.12 BDV 43 Providing and constructing Brick Masonry Inspection Chamber60cm x 45cm x 90cm including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with framefixed in cement concrete with R.C.C. Cover medium duty 140kg with frame etc complete.



Fitting

42.13 BDV 43 Providing and constructing Brick Masonry Inspection Chamber90cm x 45cm x 90cm including 1:4:8 cement concretefoundation 1:2:4 cement concrete channels half roundG.S.W.pipes, Brick Masonry, plastering from inside and withframe fixed in cement concrete with R.C.C. Cover medium duty140 kg with frame etc complete.



Fitting

42.14 BDV 44 Providing and constructing Brick Masonry inspection Chamber90cm x 45cm including 1:4:8 C.C foundation, 1:2:4C.C.channels/half round glazed stoneware pipe channel, saltglazed stone-ware intercepting trap with rodding pipe set in1:4:8 cement concrete block, brick masonry plastering insideand Outside, with C.I. lead cover of 75 kg with frame fixed incement concrete.



Fitting

42.15 BDV 44 Providing and constructing Brick Masonry inspection trapChamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4C.C.channels/half round glazed stoneware pipe channel, saltglazed stone-ware intercepting trap with rodding pipe set in1:4:8 cement concrete block, brick masonry plastering insideand Outside, fixed in cement concrete with R.C.C. Covermedium duty 140 kg. etc complete


294

Sr. No.



GST in Rs.


in Rs.


Fitting

42.16 BDV Providing and constructing Brick Masonry Inspection Chamber60cm x 45cm With R.C.C. raft in B.C. soil area including cost ofreinforcement, 1:2:4 cement concrete channels half roundG.S.W. pipes, Brick Masonry, plastering from inside and airtight75 mm thick R.C.C. cover medium duty 100 kg etc. complete.



Fitting

42.17 BDV Providing and constructing Brick Masonry Inspection Chamber90cm x 45cm With R.C.C. raft in B.C. soil area including cost ofreinforcement, 1:2:4 cement concrete channels half roundG.S.W. pipes, Brick Masonry, plastering from inside and airtightwith 75 mm thick R.C.C. cover medium duty 140 kg etc.complete.



Fitting

42.18 BDV 45 Providing and fixing hume pipe septic tank 900mm diameterwith vent pipe and cap including necessary (includingexcavation and laying)



Fitting

42.19 BDV 46 Providing soak pit of size 120cm x 120cm x 120cm includingexcavating and filling with brick-bats.



Fitting

42.20 BDV Providing and fixing 450mm x 550mm size superior type Belgiummirror with 16mm dia. nickel plated towel rod etc. complete.


Number 506 102


Fitting

42.21 BDV 60 Providing, laying and fixing P.V.C. pipe of 15mm dia. with fittingssuch as bends, tees, reducers, clamps, etc. including necessaryexcavation, trench filling etc. complete. Including removingexisting pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed etc. complete.


Running Metre

46 17


Fitting



Running Metre

62 17


Fitting



Running Metre

89 17

295

Sr. No.



GST in Rs.


in Rs.


Fitting



Running Metre

122 17


Fitting



Running Metre

186 21


Fitting



Running Metre

246 25


Fitting



Running Metre

248 25


Fitting

42.28 BDV 60 Providing, laying and fixing P.V.C. pipe of 110 mm. dia. withfittings such as bends, tees, reducers, clamps, etc. includingnecessary excavation, trench filling etc. complete. Includingremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.


Running Metre

348 25


Fitting

42.29 BDV Providing and fixing partition with kadappa stone of all sizesand 25 mm thick polished on both side and edges to originalincluding fixing in position in cement mortor 1:4 curing polish-ing, cleaning etc complete.


Square Metre

718 139


Fitting

42.30 BDV Providing and fixing Orissa type white glazed earthenware 575mm water closet pan including S trap with earthenware footrests, cast iron soil and vent pipe upto outside face of the wall1:2:4 brick bat lime concrete bedding without flushing tank andits accessories etc. complete.


Number 2570 1434


Fitting

42.31 BDV Providing and fixing chromium plated towel rod 16 mm dia and75 cm. in length including all accessories complete.


Number 217 23

296

Sr. No.



GST in Rs.


in Rs.


Fitting

42.32 BDV Providing and Fixing half turn 25 mm dia gun metal flushingcock including all accessories etc. complete.


Number 549 42


Fitting

42.33 BDV Providing and fixing 1st class white glazed earthenware OrissaType W.C. Pan 580 mm dia including P or S trap cast iron soiland vent pipe upto the outside face of the wall (1:5:1 0) cementconcrete bedding 15 mm thick, 10 liter P.V.C. flushing cisternwith all necessary pipe connection etc. complete.


Number 3881 1188


Fitting

42.34 BDV Providing and fixing European type white glazed earthenwarecoupled closet symphonic trap with symphonic low level whiteglazed 10 litres cistern with black backlite seat with allnecessary pipe connection etc. complete.


Number 4579 1289


Fitting

42.35 BDV Providing and fixing orissa type colour glazed earthenware 625x 450 mm. w.c. pan including trap, C.I. soil and vent pipe uptothe out side face of wall including 100 mm. dia. C.I. plug, bend,15mm. thick 10 litre PVC flushing cistern with all necessary pipeconnection etc. complete.


Number 6422 1369


Fitting

42.36 BDV Providing and fixing 40 mm. dia Ball cock medium type withPVC float including sockets and necessary fittings and tested asper municipal requirements etc. complete.


Number 676 55


Fitting

42.37 BDV Providing and fixing 15 mm. dia Ball cock medium type withPVC float including sockets and necessary fittings and tested asper municipal requirement etc. complete.


Number 256 55


Fitting

42.38 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. i)Tankcapacity up to 2,000 litre.


Number 293 191


Fitting

42.39 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. ii)Tank capacity up to 2,001 to 5000 litre.


Number 373 214

297

Sr. No.



GST in Rs.


in Rs.


Fitting

42.40 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. iii)Tank capacity up to 5,001 to 7000 litre.


Number 393 217


Fitting

42.41 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. iv) Tankcapacity up to 7,001 to 10000 litre.


Number 492 237


Fitting

42.42 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. v)Tank capacity upto 10,001 to 15,000 litre.


Number 593 311


Fitting

42.43 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. vi)Tank capacity upto 15,001 to 20,000 litre.


Number 944 563


Fitting

42.44 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. vii)Tank capacity upto 20,001 to 30,000 litre.


Number 1482 947


Fitting

42.45 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. viii)Tank capacity upto 30,001 to 40,000 litre


Number 1626 1062

298

Sr. No.



GST in Rs.


in Rs.


Fitting

42.46 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. ix)Tank capacity up to 40,001 to 50000 litre.


Number 2208 1437


Fitting

42.47 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. x)capacity 50,001 litre to one lakh.


1000 Litre 35 24


Fitting

42.48 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete. xi)Capacity above one lakh upto 4.00 lakh


1000 Litre 19 14


Fitting

42.49 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete.xii) Capacity above 4.00 lakh upto 7.00 lakh .


1000 Litre 14 11


Fitting

42.50 BDV Cleaning elevated water storage Reservoir within a givenperiod, by using bleaching powder at the rate of 14 gm/sq.m.washing thrice potassium permanganate at the rate of 2.50gm/sq.m. finally, cleaning washing by using nylon brush, coirstring and duster, bailing out water etc. complete.xiii) Capacity above 7.00 lakh upto 12.00 lakh.


1000 Litre 13 9


Fitting

42.51 BDV Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soilvent/waste pipe and with necessary fixtures and fitting such asbends, tees, single junctions, slotted vent, clamps etc.complete


Running Metre

350 86


Fitting

42.52 BDV Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soilvent/waste pipe and with necessary fixtures and fitting such asbends, tees, single junctions, slotted vent, clamps etc.complete.


Running Metre

485 86

299

Sr. No.



GST in Rs.


in Rs.


Fitting

42.53 BDV Providing and fixing H.D.P container Syntex or alike one piecemoulded water tank made out of high density polythyler andbuilt corrugated inclusive of delivery up to destination hoistingand fixing of accessories such as inlet,outlet overflow pipeinclusive of all tanks capacity between 200 to 1000 liters

As directed by engineer-in-charge.

Litre 9 1


Fitting

42.54 BDV Providing and fixing H.D.P container Syntex or alike one piecemoulded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoistingand fixing of accessories such as inlet, outlet overflow of alltanks capacity above 1000 to 20,000 litres

As directed by engineer-in-charge.

Litre 8 1


Fitting

42.55 BDV Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.

BD.V 5 page 551 and as directed by Engineer in

charge

Running Metre

147 85


Fitting

42.56 BDV 5 Providing and fixing on walls/ceiling/floor 20 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


charge

Running Metre

167 85


Fitting

42.57 BDV 5 Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


charge

Running Metre

209 85


Fitting

42.58 BDV 5 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


charge

Running Metre

262 85


Fitting

42.59 BDV 5 Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


charge

Running Metre

336 85


Fitting

42.60 BDV 5 Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete.


charge

Running Metre

455 77

300

Sr. No.



GST in Rs.


in Rs.


Fitting

42.61 BDV 5 Providing and laying in trenches 15 mm dai. CPVC pipeincluding necessary excavation, fittings. Refilling trenches etc.complete Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


charge

Running Metre

150 102


Fitting

42.62 BDV 5 Providing and laying in trenches 20 mm dai. CPVC pipeincluding necessary excavation, fittings. Refilling trenches etc.complete. Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


charge

Running Metre

166 662


Fitting



charge

Running Metre

227 115


Fitting



charge

Running Metre

244 102


Fitting

42.65 BDV 5 Providing and laying in trenches 40mm dai. CPVC pipeincluding necessary excavation, fittings. Refilling trenches etc.complete. Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


charge

Running Metre

302 102


Fitting

42.66 BDV 5 Providing and laying in trenches 50mm dai. CPVC pipeincluding necessary excavation, fittings. Refilling trenches etc.complete. Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected etc. complete.


charge

Running Metre

491 114


Fitting

42.67 BDV 32 Providing and fixing 10 cm PVC nahani trap with grating etc.complete.

BD.V 32 A page 551 and as directed by Engineer in

charge

Number 329 194


Fitting

42.68 BDV Providing and fixing reinforced cement concrete cover of size90 cm x 45 cm with frame over inspection chamber etc.complete. Heavy duty (225 kg)


Number 4206 217


Fitting

42.69 BDV Providing and fixing reinforced cement concrete cover of size90 cm x 45 cm with frame over inspection chamber etc.complete. Medium duty (140 kg)


Number 2739 365


Fitting

42.70 BDV Providing and fixing reinforced cement concrete cover of size60 cm x 45 cm with frame over inspection chamber etc.complete. Heavy duty (160 kg)


Number 3524 347

301

Sr. No.



GST in Rs.


in Rs.


Fitting

42.71 BDV Providing and fixing reinforced cement concrete cover of size60 cm x 45 cm with frame over inspection chamber etc.complete.Medium duty (100 kg)


Number 2345 342


Fitting

42.72 BDV 4 Providing and making ISI Mark ferrule connection of 15 mm dia.to water main including ferrule coupling cast iron bell mouthcover, built in non return valve and fixing including excavationand reinstatement complete.

Bd.V. 4 page 551 Number 684 239


Fitting




Fitting

42.74 BDV 4 Providing and making ISI Mark ferrule connection of 25mmdia.to water main including ferrule coupling cast iron bell mouthcover, built in non return valve and fixing including excavationand reinstatement complete.



Fitting




Fitting

42.76 BDV 4 Providing and making ISI Mark ferrule connection of 40mm dia.to water main including ferrule coupling cast iron bell mouthcover, built in non return valve and fixing including excavationand reinstatement complete.



Fitting




Fitting

42.78 BDV 4 Providing and fixing stainless steel sink of size 600 x 510 x 200mm incluidng coupling, outlet pipe, elbow and other necessaryfitting, finishing etc. complete.


Number 11250 1097


Fitting

42.79 BDV Providing and fixing C.P. Angular stop clock with wall flangeJaquar make or equivalent continental (CAT.NO. CON-059)including necessary sockets/union nut etc. complete.


Number 1724 131


Fitting

42.80 BDV Providing and fixing C.P.Two way BIB cock jaquar make orequivalent continental (CAT.NO. CON-041) including necessarysockets/union nut etc. complete.


Number 1043 161


Fitting

42.81 BDV Providing and fixing C.P. wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar orequivalent ?make continental (CAT.NO. CON-273 UPR)including necessary sockets/union nut etc. complete.


Number 3347 322

302

Sr. No.



GST in Rs.


in Rs.


Fitting

42.82 BDV Providing and fixing C.P. pillar cock long neck with aeratorjaquar or equivalent make continental (CAT.NO. CON -021)including necessary sockets/union nut etc. complete.


Number 1060 161


Fitting

42.83 BDV Providing and fixing C.P. BIB cock with wall flange jaquar orequivalent make continental (CAT.NO. CON-047) includingnecessary sockets/ union nut etc. complete.


Number 846 188


Fitting

42.84 BDV Providing and fixing C.P. sink cock with raised J" shapedswinging casted spout jaquar or equivalent make continental(CAT.NO. CON -359) including necessary sockets/ union nutetc. complete."


Number 1316 161


Fitting

42.85 BDV Providing and fixing P.V.C. Rain water pipes of 160mm outerdiameter and having wall thickness of 2.2 to 2.7 mm confirmingto I.S. 13592-1992 including proper rainwater receiving recesswith P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleatsprojecting 25mm to 40mm from face of wall a fixing with clips ofapproved quality and number ,filing the joint using rubbergasket with solvent cement and properly resting the shoe ofpipes on C.C. or masonry blocks, including necessaryscaffolding and maintenance for 3 yrs for any leakages ordislocations of pipes. All the P.V.C. fittings and additional 2piece socket clips shall be got approved from engineer incharge etc. complete. (The contractor shall give 3 yrsguarantee bond for payment)


Running Metre

865 133


Fitting

42.86 BDV Providing and fixing European type wall-hung white watercloset of Paryware / Hindware with push valve concealed typewith cover plate 32mm size of JAQUAR MAKE SERIES FLV-1095including soil pipe ,vent pipe up to outside face of wall ,100mmdia. G.I. plug bend inlet pipe all fittings, cuttingand makinggood walls, floors etc. complete.


Number 7920 1146

303

Sr. No.



GST in Rs.


in Rs.


Fitting

42.87 BDV Providing and fixing P.V.C. Rain water pipes of 110mm outerdiameter and having wall thickness of 2.2 to 2.7 mm confirmingto I.S. 13592-1992 including proper rainwater receiving recesswith P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleatsprojecting 25mm to 40mm from face of wall a fixing with clips ofapproved quality and number ,filing the joint using rubbergasket with solvent cement and properly resting the shoe ofpipes on C.C. or masonry blocks, including necessaryscaffolding and maintenance for 3 yrs for any leakages ordislocations of pipes. All the P.V.C. fittings and additional 2piece socket clips shall be got approved from engineer incharge etc. complete. (The contractor shall give 3 yrsguarantee bond for payment)


Running Metre

403 131


Fitting

42.88 BDV providing and fixing oval type under counter wash hand basinof 16 inch x 22 inch size and of special colour shade havingtelephonic black / coloured granite of 180 mm thick stoneblack kadappa framework including chromium plated couplingbottle - Trap using CERA company or equivalent oval typa washbasin model no 3448 as per detailed drawing or as directed byengg incharge etc complete. (Counter size 1.20 m x 0.60 m )


Number 7442 1555


Fitting

43.01 BDV 5 Providing and laying in walls/ceilings/floors 15 mm dia. mediumgrade having embossed as ISI Mark galvanised iron pipes of1.25 kg/metre necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint , 2 coats complete. Including necessary scaffolding andremoving existing pipe line if necessary and conveying andstacking the same in PWD chowky or as directed etc.complete.


185 64


Fitting



226 85

304

Sr. No.



GST in Rs.


in Rs.


Fitting



243 64


Fitting



291 64


Fitting

43.05 BDV 5 Providing and laying in walls/ ceilings/floors 40 mm dia.medium grade having embossed as ISI Mark galvanised ironpipes of 3.68 kg/metre necessary fitting remaking good thedemolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessaryscaffolding and removing existing pipe line if necessary andconveying and stacking the same in PWD chowky or asdirected etc. complete.


326 64


Fitting



477 75


Fitting



753 78

305

Sr. No.



GST in Rs.


in Rs.


Fitting

43.08 BDV 5 Providing and laying in walls/ceilings/floors 100 mm dia.medium grade having embossed as ISI Mark galvanised ironpipes of 12.43 kg/metre necessary fitting remaking good thedemolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessaryscaffolding and removing existing pipe line if necessary andconveying and stacking the same in PWD chowky or asdirected etc. complete.


813 79


Fitting

43.09 BDV 5 Providing and laying in trenches 15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 kg/metrenecessary fitting remaking good the demolished portion withfilling trenches and with primer of anti-corrosive oil paint , 2coats complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


239 90


Fitting

43.10 BDV 5 Providing and laying in trenches 20 mm dia. heavy gradehaving embossed as ISI Mark galvanised iron pipes of 1.93kg/metre necessary fitting remaking good the demolishedportion with filling trenches and with primer of anti-corrosive oilpaint , 2 coats complete. Including removing existing pipe lineif necessary and conveying and stacking the same in PWDchowky or as directed etc. complete.


282 111


Fitting



324 111


Fitting



346 111

306

Sr. No.



GST in Rs.


in Rs.


Fitting



387 116


Fitting



558 138


Fitting



858 139


Fitting



1157 153


Fitting

43.17 BDV 23 Providing and fixing 8 cm rigid PVC Nahani trap including PVCgrating ,bend, connecting piece of UPVC pipe up to the outsideface of wall ,making the good damaged surface and testingetc. complete ( Prior approval of sample and brand by Ex. Engr.is necessary before use)

Specfications Number 302 173


Fitting

43.18 BDV 24 Providing and fixing 15 cm rigid PVC Nahani trap including PVCgrating ,bend,connectingpiece of UPVC pipe up to the outsideface of wall ,making the good damaged surface and testingetc. complete ( Prior approval of sample and brand by Ex. Engr.is necessary before use)


307

Sr. No.



GST in Rs.


in Rs.


Fitting

43.19 BDV 21 Providing and fixing European type white glazed earthenwarewater closet pan with UPVC seat and lid with chromium platedbrass hinges and rubber buffers including UPVC and vent pipeup to the outside face of wall 10 litre enameled low levelflushing cistern with fittings pipe stop tap brackets for fixingcistern 32 mm dia. UPVC flush pipe with fittings and clamps ,20mm dia.UPVC overflow pipe ,mosquito proof couplings G.I.chain and pulley,with water Jet and fitting including cutting andmaking good to the walls and floors testing etc. complete.(priorapproval of sample and brand by Ex. Engineer is necessarybefore use)



Fitting

43.20 BDV 21 Providing and fixing European type white glazed earthenwarewater closet pan with UPVC seat and lid with chromium platedbrass hinges and rubber buffers including UPVC and vent pipeup to the outside face of wall without flushing cistern with flushcock and with water Jet and necessary fittings including cuttingand making good to the walls and floors testing etc. complete.(prior approval of sample and brand by Ex. Engineer isnecessary before use)



Fitting

43.21 BDV 22 Providing and fixing European type Colour glazed earthenwarewater closet pan with UPVC seat and lid with chromium platedbrass hinges and rubber buffers including UPVC and vent pipeup to the outside face of wall 10 liter enameled low levelflushing cistern with fittings pipe stop tap brackets for fixingcistern 32 mm dia. UPVC flush pipe with fittings and clamps ,20mm dia.UPVC overflow pipe ,mosquito proof couplings G.I.chain and pulley,with water Jet and fitting including cutting andmaking good to the walls and floors testing etc. complete.(prior approval of sample and brand by Ex. Engineer isnecessary before use)



Fitting

43.22 BDV 23 Providing and fixing European type Colour glazed earthenwarewater closet pan with UPVC seat and lid with chromium platedbrass hinges and rubber buffers including UPVC and vent pipeup to the outside face of wall without flushing cistern with flushcock and with water Jet and necessary fittings including cuttingand making good to the walls and floors testing etc. complete.(prior approval of sample and brand by Ex. Engineer isnecessary before use)


308

Sr. No.



GST in Rs.


in Rs.


Fitting

43.23 BDV 20 Providing and fixing Anglo Indian type white glazedearthenware water closet pan with trap with UPVC seat and lidwith chromium plated brass hinges and rubber buffers includingUPVC and vent pipe up to the outside face of wall with flushingcistern and necessary fittings including cutting and makinggood to the walls and floors testing etc. complete.( priorapproval of sample and brand by Ex. Engineer is necessarybefore use)



Fitting

43.24 BDV 22 Providing and fixing high level 10 liter capacity with fittings inletPVC pipe with stop tap ,brackets for fixing the cistern,32 mmdia. PVC flush pipe with fitting and clamps 20 mm dia. PVCoverflow pipe with mosquito proof couplings, galvanised ironchain and pulley painting if ordered to cistern pipe etc. andcutting and making good the damaged wall and testing etc.complete ( Prior approval of sample and brand by Ex. Engr. isnecessary before use)



Fitting

43.25 BDV 23 Providing and fixing in position UPVC ultra violet stabilized 110mm outer diameter cowl dome confirming to I.S.-4985 includingmaking joints with solvent cement etc. complete



Fitting

43.26 BDV 23 Providing and fixing Glass self 125 mm wide and 600 mm longwith necessary chromium plated brackets providingT.W.guttiesetc. complete



Fitting

43.27 BDV 23 Providing , constructing and fixing Supreme make or equivalentmake Ultra 250 mm dia. Inspection chamber made up of UPVCmaterial of thickness 3.5 mm and height of 259 mm with inletand outlet of 110 mm dia. with 75 mm dia. U Trap, Ultra shaftpipe of Upvc material having height of 470 mm and fixing Ultra250 mm dia. UPVC cover and frame in 150 mm thick in c.c.1:2:4,having crushed sand bed of 100 mm thick of size 550 mm dia.Including excavation and refilling the sides of chamber bycrushed sand cushioning 150 mm thickness, connecting allrequired UPVC fittings with rubber lubricant etc. complete.


309

Sr. No.



GST in Rs.


in Rs.


Fitting

43.28 Bd-V Providing , constructing and fixing Supreme make or equivalentmake Ultra 450 mm dia. Inspection chamber made up ofPolypropylene / polyethylene material of thickness 3.5 mm andheight of 388 mm with 160 or 200 mm main inlet (s) outlet and110 and / or 160 mm branch inlets, with 450 mm dia. Ultra shaftpipe of HDPE material having height of 460 mm, having R.C.C.cover and frame fixing in 150 mm thick in c.c.1:2:4, havingcrushed sand bed of 150 mm thick of size 750 mm dia.Including excavation and refilling the sides of chamber by sandcrushed cushioning 150 mm thickness, connecting all requiredUPVC fittings with rubber lubricant etc. complete.

As Directected By Engineer Incharge

Number 9017 524


Fitting

43.29 Bd-V Providing , constructing and fixing Supreme make or equivalentmake Ultra 600 mm dia. Inspection chamber made up ofPolypropylene / polyethylene material Having 315 mmdiameter inlet(s)/outlets and with eccentric reducers as perrequirement to connect 160 mm and 200 mm pipes havingthickness of 5 mm and 600 mm in height, with inbuilt shaftachieve the invert depth as per site condition of wall thicknessof 5 mm having R.C.C. cover and frame fixing in 150 mm thickin c.c.1:2:4, having crushed sand bed of 150 mm thick of size750 mm dia. Including excavation and refilling the sides ofchamber by ?sand crushed cushioning 150 mm thickness,connecting all required UPVC fittings with rubber lubricantetc.complete.


Number 18310 523


Fitting

43.30 Bd-V Providing , laying and fixing ,jointing Supreme Eco- drain 110mm SN 8 Nu- Drain Upvc pipes or of equivalent make,manufacture as per EN 13476 or equivalent as per I.S.15328 withfittings such a bends, tees, coupler, etc, jointing with rubberlubricant including necessary excavation, trench refilling withselective excavated material etc. complete.


Running Metre

279 32


Fitting

43.31 Bd-V Providing , laying and fixing ,jointing Supreme Eco- drain 160mm SN 4 Nu- Drain Upvc pipes or of equivalent make,manufacture as per EN 13476 or equivalent as per I.S.15328 withfittings such a bends, tees , coupler, etc, jointing with rubberlubricant including necessary excavation, trench refilling withselective excavated materialetc. complete.


Running Metre

447 32

310

Sr. No.



GST in Rs.


in Rs.


Fitting

43.32 Bd-V Providing , laying and fixing ,jointing Supreme Eco- drain 200mm SN 4 Nu- Drain Upvc pipes or of equivalent make,manufacture as per EN 13476 or equivalent as per I.S.15328 withfittings such a bends, tees tees, coupler etc, jointing with rubberlubricant including necessary excavation, trench refilling withselective excavated materialetc. complete.


Running Metre

715 32


Fitting

43.33 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super bib tap with flangeincluding all accessories etc complete


Number 260 70


Fitting

43.34 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super Two Way bib tap withflange and extender including all accessories etc complete


Number 410 80


Fitting

43.35 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super push button typecock / tap with flange including all accessories etc complete


Number 240 40


Fitting

43.36 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super wall sink type tapwith flange including all accessories etc complete


Number 630 90


Fitting

43.37 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super jet spray with flange 2in 1 faucet 1.50 metre long including all accessories etccomplete


Number 480 96


Fitting

43.38 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super right angle stop tapwith flange including all accessories etc complete


Number 200 40


Fitting

43.39 BDV Providing and fixing 15 mm diameter PVC Aqua kraft typeSupreme make or equivalent make super Pillar tap with flangeincluding all accessories etc complete


Number 305 60

1682 Building Miscellaneous Item

44.01 BDW 2 Guniting by dry mix process as per IS 9012 ( 1978) to ceilingsofit etc. in C.M. 1:3, 20mm thick under pressure of 2.1 kg to 2.8kg per sq.cm including forms, scaffolding,floating the surface,curing for 14 days etc. complete (Excluding reinforcement)

Bd.W.2 Page No.582 Square Metre

392 176


44.02 BDW 2A Guniting by dry mix process as per IS 9012 ( 1978) to ceilingsofit etc. in C.M. 1:3, 25mm thick under pressure of 2.1 kg to 2.8kg per sq.cm including forms, scaffolding,floating the surface,curing for 14 days etc. complete ( Excluding reinforcement)


414 176

311

Sr. No.



GST in Rs.


in Rs.


44.03 BDW 2B Guniting by dry mix process as per IS 9012 ( 1978) to ceilingsofit etc. in C.M. 1:3,40mm thick under pressure of 2.1 kg to 2.8kg per sq.m including forms, scaffolding,floating the surface,curing for 14 days etc. complete ( Excluding reinforcement)


504 120


44.04 BDW 2C Guniting by dry mix process as per IS 9012 ( 1978) to ceilingsofit etc. in C.M. 1:3,50mm thick under pressure of 2.1 kg to 2.8kg per sq.cm including forms, scaffolding,floating the surface,curing for 14 days etc. complete ( Excluding reinforcement)


706 176


44.05 BDW 2D Guniting by dry mix process as per IS 9012 ( 1978) to beams inC.M. 1:3,20mm thick under pressure of 2.1 kg to 2.8 kg persq.cm including forms, scaffolding,floating the surface, curingfor 14 days etc. complete ( Excluding reinforcement)


516 197


44.06 BDW 2E Guniting by dry mix process as per IS 9012 ( 1978) to beams inC.M. 1:3,25mm thick under pressure of 2.1 kg to 2.8 kg persq.cm including forms, scaffolding,floating the surface, curingfor 14 days etc. complete ( Excluding reinforcement)


436 197


44.07 BDW 2K Guniting by dry mix process as per IS 9012 ( 1978) to thevertical surface ( other than column) in C.M. 1:3,20mm thickunder pressure of 2.1 kg to 2.8 kg per sq.cm.includingforms,scaffolding, floating the surface curing for 14 daysetc.complete ( excluding reinforcement)


380 176


44.08 BDW 2L Guniting by dry mix process as per IS 9012 ( 1978) to thevertical surface ( other than column) in C.M. 1:3, 25mm thickunder pressure of 2.1 kg to 2.8 kg per sq.cm.includingforms,scaffolding, floating the surface curing for 14 daysetc.complete ( excluding reinforcement)


400 176


44.09 BDW 3 Providing and erecting 1.5 metre high wire fencing with sevenrows of barbed wire supported on M.S.Angles ( 50mm x 50mm x6mm) at 2.5 Metres, Center to center including excavating pitsfor foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x45 x 45 cm fastening the wire and painting the M.S.Angles withone coat of red lead primer and two coats of paintingetc.complete.

Bd.W.3 Page No.583 Running Meter

436 123

312

Sr. No.



GST in Rs.


in Rs.


44.10 BDW 6 Providing and fixing mild steel grill gate with angle iron frame65mm x 65mm x 10mm with iron bars at 150mm C/C anddiagonal flats as per the detailed drawing including hinges,pivot block locking arrangement, welding riveting and oilpainting of three coats of approved shade Weight of gate 35Kg/Smt.


1432 472


44.11 BDW 7 Providing and fixing 90 cm x 60 cm Marble plate engraving 10cm. height letter, figures including painting the lefters/figureswith approved colour and shade complete

Bd.W.7 Page No.586 Number 9428 944


44.12 BDW 7 Providing and fixing 90 cm x 60 cm Granite plate engraving 10cm. height letter, figures including painting the lefters/figureswith approved colour and shade complete



44.13 BDW Providing and erecting 1.2 meter high wire fencing with fiverows of barbed wire supported on mild steel angle ( 50 x 50x6mm) post at 2.5 m c/c including excavation of pits offoundation concrete fixing the posts in ( 1:4:8) cement concreteblock of 45x45x45 cm and fastening the Wires and painting theangles with one coat with red lead primer and two coats of oilpainting etc.complete


419 122


44.14 BDW Providing and fixing rain tattis with bamboos and karve grasswith 75 mm thick grass and removing the same after rain is over(size of bamboos 50 mm to 75mm dia and 3 M to 3.5 M long)

As direected by Engineer in charge.

Square Metre

59 33


44.15 BDW Providing and fixing grass chhapper (roof) with necessarybamboos and karve frame with 75mm. thick grass etc.removingthe same after rain is over (size of bamboos 50mm to 75mm diaand 3 M to 3.5M long)


Square Metre

82 34


44.16 BDW Providing and fixing grass chhapper (roof) with necessarybamboos and karve frame with 75mm. thick grass etc.removingthe same after rain is over (size of bamboos 25mm dia and 3 Mto 3.5 M long)


Square Metre

91 43


44.17 BDW Providing and fixing Bamboo Matting screen for partition withbamboo sticks


Square Metre

126 80

313

Sr. No.



GST in Rs.


in Rs.


44.18 BDW Providing and fixing lioghtening conductor system comprising of erecting Air-Termination consisting of tubular copper rod of25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long (Heavy Duty) welded or clamped to G.I. pipe pole B grade 50mm diaof requiired length with M.S. round bnase plate 25 Cmdiam and 10mm thick at bottom embeded in cement concrete1:3:6 dfoundation of size 45 cm diam x 45 cm Height andproviding earthing with copper earth plate of size 60 x 60 x 0.3cms with cadmium plated nut bolts to fix earthing strip burried inspecially prepared earth pits 1.5 metre below ground level with40 kg charcoal and salt with altemate layers of charcoal andsalt and G.I.pipe 40mm dia 2 meter length burried in eartheupto earthling plate remining portion above ground level forwatering and refilling comcpete Note- Copper strip fropmlightening conductor is not considered in this item.

BDW 1 Page 581 Number 15584 3068


44.19 BDW Providing and fixing copper strip 25mm wide and 3mm thick forlightening conductor including fixing with screws requiredscaffolding etc.complete Note- Lightening conductor andearthinf pits is not considered in this item

BdW 1 Page 581 as directed Engineer in Charge

Running Meter

440 166


44.20 BDW Providing and fixing in position alluminium strips of size 50mm x3mm for nosing the steps including fixing with screws and ravalplugs, bending and cutting to the required shape and size,finishing with paint, necessary mortar bedding of 1:3 cementmortar to get exact line and level including watering and curingetc.complete


Running Meter

157 105


44.21 BDW Providing and fixing crimped with G.I. mesh and size 20 mm x20mm 10 guage to iron angle frame including welding crimpmesh to angle frame and steel flat, fixing the frame in its originalposition and oil painting etc.complete ( excluding cost ofstructural steel)


Square Metre

402 195


44.22 BDW Deleted


44.23 BDW Providig and fixing wleded mesh fabric for guniting of mesh size75 mm x 75mm and 10 guage thick including scaffoldingetc.complete


Square Metre

448 96


44.24 BDW Providing and fixing welded mesh fabric for guniting ofmesh size 150mm x 150mm and 10 guage i.e. 3.25mm thick includingscaffolding etc.complete


Square Metre

568 182

314

Sr. No.



GST in Rs.


in Rs.

1706 Building Maintenance

46.01 BDW 8-2 Removing double country tiled roof with ridge and with battensand stacking the materials as directed with all leads and lifts,complete including removing wood work below etc. complete


60 60


46.02 BDW 8-4 Removing planking from roof or ceiling and stacking them sadirected with all leads and lifts etc. complete


27 27


46.03 BDW 8-5A Removing Queen Post truss from roof and stacking the materialsas directed with all leads and lifts etc. complets



46.04 BDW 8-5B Removing King Post truss from roof and stacking the materialsas directed with all leads and lifts etc. complets



46.05 BDW 8-5C Removing other type truss below 5 metres span from roof andstacking the materials as directed with all leads and lifts etc.complets



46.06 BDW 8-8 Dismantling flat wooden or A.C. Sheet ceiling with frame workincluding stacking the materials as directed with all leads, liftsetc. complete.


32 32


46.07 BDW 8-9 Removing cloth ceiling including frame work and stacking thematerials as ditected with all leads, lifts etc. complete


Square Metre

16 16


46.08 BDW 8 Dismantling brick masonry in Mud and stacking the materials asdirected with all leads, lifts etc. complete.


Cubic metre 141 141


46.09 BDW 8 Dismantling brick masonry in lime or cement mortar andstacking the materils as directed with all leads, lifts etc.


Cubic metre 181 181


46.10 BDW 8 Dismantling stone masonry in Mud including stacking thematerials as directed with all leads, lifts etc. complete.


Cubic metre 145 145


46.11 BDW 8 Dismantling stone masonry in lime or cement mortar includingstacking the materils as directed with all leads, lifts etc.


Cubic metre 205 205


46.12 BDW 8 Removing lime or lean cement concrete including stacking thespoils as directed with all leads, lifts etc, complete.


Cubic metre 302 302


46.13 BDW 8 Removing rich mix cement concrete including stacking thespoils as directed with all leads, lifts etc, complete.


Cubic metre 502 502


46.14 BDW 8 Removing brick bat coba including stacking the spoils asdirected with all leads, lifts etc, complete.


Cubic metre 342 342


46.15 BDW 8 Removing doors and windows with frames and stacking thematerials as directed with all leads, lifts etc. complete.


Number 84 84


46.16 BDW 8 Removing ventilators and small windows with frame andstacking the materials with all leads, lifts etc. complete.


Number 70 70


46.17 BDW 8 Removing wooden or A.C. partition including frame work andstack-ing the materials as with all leads, lifts etc. complete.


Square Metre

22 22

315

Sr. No.



GST in Rs.


in Rs.


46.18 BDW 8 Removing teak wood trellies work with frame including stackingthe materials as directed with all leads, lifts etc. complete.


Square Metre

18 18


46.19 BDW 8 Removing cement tiles, or marble or polished shahabad floor ordado without bed concrete including stacking the materials asdirected with all leads, lifts etc. complete


Square Metre

24 24


46.20 BDW 8 Removing shahabad or Tabdur stones from floor without bedconcrete including stacking the materials as directed with allleads, lifts etc. complete


Square Metre

25 25


46.21 BDW 8 Dismantling wooden floor including beams and joists, stackingthe materials as directed with all leads, lifts etc. complete.


Square Metre

20 20


46.22 BDW 8 Removing cement or lime plaster including disposing of thespoils as directed with all leads, lifts etc, complete.


Square Metre

15 12


46.23 BDW 8 Removing mud plaster including disposing of the spoils asdirected with all leads, lifts etc, complete.


Square Metre

8 8


46.24 BDW 8 Removing wire fencing with wooden post and stacking thematerial with all leads, lifts etc. complete.


Running Metre

26 26


46.25 BDW 8 Removing wire fencing with iron/ C.C. fencing post andstacking the materials as directed with all leads, lifts etc.complete.


Running Metre

36 36


46.26 BDW 8 Removing iron pipe raling having wooden R.C.C. or C.C. or ironpost and stacking the materials as directed etc. complete.


Running Metre

38 38


46.27 BDW 8 Removing earthen, stonewate pipe and stacking them asdirected with all leads, lifts etc. complete.


Running Metre

12 12


46.28 BDW 8 Removing cast iron or wrought iron or A.C. pipe and stackingthem as directed with all leads, lifts etc. complete.


Running Metre

12 12


46.29 BDW 8 Dismantling the R.C.C. Work 1:2:4 and sorting out the materialssuch as steel etc. as directed and stacking them within thespecified lead as directed etc. complete.


Cubic metre 784 784


46.30 BDW 8 Removing Np-2 and Np-3 class pipes including stacking at roadside as directed by the Engineer in charge. Upto 900mm dia.etc complete.


Running Metre

155 54


46.31 BDW 8 Removing Np-2 and Np-3 class pipes including stacking at roadside as directed by the Engineer in charge. Upto 900mm diaand above. etc complete.


Running Metre

195 94


46.32 BDW 8 Removing single country tiled roof with battens and stacking thematerials as directed with all leads and lifts etc. complete.


Square Metre

38 38


46.33 BDW 8 Removing battens from roof and stacking them as directed withall leads and lifts etc. complete.


Running Metre

5 5

316

Sr. No.



GST in Rs.


in Rs.


46.34 BDW 8 Removing matting from roof and stacking as directed with allleads and lifts etc. complete.


Square Metre

10 10


46.35 BDW 8 Removing purlins from roof including stacking as directed withall leads , lifts etc. complete.


Running Metre

11 11


46.36 BDW 8 Removing rafters from roof including the materials as directedwith all leads , lifts etc. complete.


Running Metre

11 11


46.37 BDW 8 Removing cloth partition with frame work and stacking thematerials as directed with all leads , lifts etc. complete.


Square Metre

10 10


46.38 BDW Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing thesame after the work is over etc. complete.


Square Metre

9 7


46.39 BDW Providing and erecting chain link fencing 1.6 M. height with G.I.chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mmabove ground level on vertical M.S. Angles of 40 x 40 x 6 mmsize, includind excavating pits for foundation and embedded inC.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M.c/c with iron bar 16mm dia as hold fast including welding linkwith angle frame at 30 cm c/c with nuts and bolts andhorizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm sizeand vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontalincluding cross support of 40 x 40 x 6 mm angles both side atevery corner or bend embedded in concrete blocks of 1:4:8 ofsize 450 x 450 x 670 mm including 3 coats of oil painting etc.complete.


Running Metre

1494 179


46.40 BDW Removing urinal pans or wash hand basins with frame includingdisconnecting the sanitary and water supply connections,removing the same carefully and stacking the serviceablematerials as and where directed including throwing theunserviceable materials outside etc complete


Number 52 52


46.41 BDW Removing W.C. pans including disconnecting the sanitary andwater supply connections, removing and breaking flooring andbed con-crete around pan removing the same carefully andstacking the serviceable materials as adn where directedincluding throwing the unserviceable materiasls out side etc.carefully and throwing out the refusal outside etc. complete.


Number 113 113


46.42 BDW Deleted

317

Sr. No.



GST in Rs.


in Rs.


46.43 BDW Removing Manglore tiled roof and ridge tiles with battens, ridgeand barge boards, eaves 8 A boards etc and sacking thematerials as directed with all leads and lifts complete. Includingremoving wood work below etc. complete.


Square Metre

80 76


46.44 BDW Providing and erecting 1.5 metre high wire fencing with sevenrows of barbed wire supported on M.S. Angles (50 mm x 50 mmx 6 mm) at 2.5 metres centre to centre including excavating pitsfor foundation, fixing posts in cement concrete of size 45 x 45 x45 cm, fastening the wire and painting the M.S. Angles with onecoat of red lead primer and two coats of painting etc.complete.


419 122


46.45 BDW Providing and erecting 1.5 metre high wire fencing with sevenrows of barbed wire supported on precast poles of specifiedsize at 2.5 M C/C including excavating pits for foundation, fixingpost in cement concrete 1:4:8 block of concrete of size 45 x 45x 45 cm fastening the wire and coal tarring wooden post in twocoats etc. complete.


421 123

318

Sr. No. Description Per Unit Rate

1 Blasting Powder Kg. 62

2 Detonator No. 14

3 Fuse No. 153

4 Nipple For Fastening Detenator No. 36

5 Noble Dynamite Kg. 94

6 Red Tape Safety Fuse R.Mt. 9

1 M.S.screws etc. 35mm dia. and 75mm long (100nos.) Per Box 95

2 Nut Bolts 16mm dia./Nails all size Kg. 71

3 Nut Bolts washers 12mm dia. 45mm long No. 12

4 Nut Bolts washers 12mm dia. 75mm long No. 14

5 M.S. Locking Arrangement for gate No. 692

1 Binding Wire Kg. 71

2 Centering Oil Ltr. 8

3 Plastic Cover Block No. 2

4 R.C.C.Jali 50mm thick Sq.Mt. 463

5 Plastizer (Rheobuild) 825 RMt. Ltr. 132

6 Concrete Spacer Block 15 mm No. 2

7 Concrete Spacer Block 20 mm No. 2.1

8 Concrete Spacer Block 25 mm No. 2.3

9 Concrete Spacer Block 30 / 40 mm No. 4

1 Bricks (Red) No. 5

2 AAC Block 600x200x100 mm No. 44

4 Jointing Mortar Kg 15

1 Corner stone 38*20*30cm No. 74

2 Khandakies No. 65

3 Pin Header (Standard Size) No. 47

1 Hollow Blocks C.C.0.2*0.2*0.4M No. 31

2 Hollow Blocks C.C.0.1*0.2*0.4M No. 25

3 Hollow Block C C 0.30 x 0.20 x 0.15 No. 34

1 Bitumen (Compound) Kg. 55

2 Brick bats Cu.Mt. 595

3 Water proof compound I.S Kg. 110

4 Tar Felt B.H.I.S.I.3mm thick Sq.Mt. 75

5 Acrylic Polymer Modified waterproofing Powder Kg. 140

6 Acrylic Polymer Modified Liquid Ltr. 190

7 Fibre Glass Mesh Sq.Mt. 58

MATERIAL RATES FOR SSR For Year 2017-2018

Building (Bd-A : Excavation)

Building (Bd-C : Structural Steel Work)

Building (Bd-F : Reinforcement Cement concrete)

Building (Bd-G : Brick Work)

Building (Bd-H : Stone Masonry)

Building (Bd-I : Cement Concrete Stone Masonry)

Building (Bd-J : Water Proofing)

341



1 Polydee-TP40 Primer Kg. 488

2 Polydee-TP40 Primer Kg. 488

3 Polydee-LM Kg. 490

4 Polydee-LM 150mm width Kg. 545

5 Bituflex Cloesdcell foam 30x30 mm R.Mt. 55

6 AG 10 Granules Kg. 16

7 Polydee-MC Kg. 760

8 Polydee-41 sealant and polyseal Kg. 745

9 Polydee-11 Kg. 1160

1 Neeru / Sanala Kg. 4.50

2 White Putty (Cement) Kg. 22

3 Texture Material bags 1200

1 Rough Shahabad 25 to 30mm thick Sq.Mt. 210

2 Rough Shahabad 40 to 45 mm thick Sq.Mt. 244

3 Polished Shahabad 25 to 30mm thick Sq.Mt. 242

4 Rough Shahabad 50 to 60mm thick Sq.Mt. 292

5 Polished Shahabad 40 to 50mm thick For step Sq.Mt. 395

6 Polished Shahabad Machine cut 25mm thick Sq.Mt. 275

7 Polished Shahabad for step 25mm thick Sq.Mt. 284

8 Tandoor Polished 25mm thick (Machine cut) Sq.Mt. 344

9 Tandoor Polished 25mm thick (Hand Cut) Sq.Mt. 292

10 Tandoor Polished for steps 25mm thisk Sq.Mt. 372

11 Black Kadappa (one side polish) (Machine cut) 25 mm

thick

Sq.Mt. 393

12 Black Kadappa (one side polish) (Machine cut) 35mm

thick

Sq.Mt. 443

13 Both Sides Polished Kadappa stone 25mm thick Sq.Mt. 491

14 Kota stone (Machine cut) upto 25-30mm thick one side

polished

Sq.Mt. 483

15 Kota stone (Hand cut) upto 25-30mm thick one side

polished

Sq.Mt. 449

16 Kota stone for step polished) upto 25mm thick (1.2*0.3M) Sq.Mt. 495

17 Ceramic tiles 30*30cm Sq.Mt. 476

18 Ceramic Antiskid Flooring Tiles 30 x 30 cm Sq.Mt. 490

19 Ceramic Tiles for dado 30 cm x 30 cm Sq.Mt. 476

20 Ceramic Tiles for dado 30 x 45 cm Sq.Mt. 510

21 Heavy duty interlocking concrete block 60mm thick gray

300 kg/sq.cm.

Sq.Mt. 481

22 Heavy duty interlocking concrete block 60mm thick

coloured 300kg/sq.cm

Sq.Mt. 574

23 Heavy duty interlocking concrete block 80mm thick gray

300kg/sq.cm

Sq.Mt. 631


coloured 300kg/sq.cm

Sq.Mt. 724


rubber mould glossy 400kg/sq.cm

Sq.Mt. 874


colour 200 kg/sq.cm

Sq.Mt. 481

27 Telephone Black Granite Sq.Mt. 2433

28 Green marble Sq.Mt. 1238

29 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605

mm*8 to 10mm

Sq.Mt. 601

Building (Bd-K : Expansion Joint)

Building (Bd-M : Paving,Flooring and Dado)

Building (Bd-L : Plastering and Pointing)

342



30 Vitrified matt finish - size 590 to 605 mm* 590 to 605 mm

*8 to 10mm

Sq.Mt. 1064

31 Vitrified rustic matt stone finish size 590 to 605mm *590

to 605mm*8 to 10mm

Sq.Mt. 1064

32 Vertified stone effect finish size 590 to 605mm* 590 to

605mm * 8 to 10mm

Sq.Mt. 1064

33 Calcet Powder Kg. 44

34 Black Oxide powder Kg. 109

35 Fevi Matt Chemical 10 Kg Bag bags 657

36 Marble chips Kg. 42


rubber mould glossy 400kg/sq.cm

Sq.Mt. 481

38 Tremix Treatment 100 mm thick Sq.Mt. 64

39 Marble mosaic chequered tiles (gray) Sq.Mt. 253

40 Colour cement Kg. 10

41 Heavy Duty Designer come. tile for flooring Sq.Mt. 840

42 Heavy Duty Designer come. tile for Steps Sq.Mt. 920

43 PVC flooring Sq.Mt. 310

1 Bees wax Kg. 146

2 Coal Tar Kg. 59

3 Common Spirit Ltr. 78

4 French Polish Ltr. 173

5 Varnish Ltr. 157

6 Malemaine Polish Ltr. 308

7 C.C.T.W. Ballies 125 mm Diameter R.Mt. 162

1 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I.

Mark)

Ltr. 254

2 Synthetic paint (ready mix) Ltr. 247

3 Catonic emulsion paint Kg. 310

4 White oil paint 100ml pack tin No. 33

5 Red Oxide paint Ltr. 151

6 Cement paint Kg. 54

7 Steel Primer Ltr. 142

8 Primer for plaster surface Ltr. 175

9 Putty Kg. 22

10 Boiled linseed oil Ltr. 74

11 Linseed oil double boiled Ltr. 107

12 Terpentine Ltr. 83

13 Wood Primer Ltr. 125

14 Brush for lettring No. 35

15 Brush for road marking 5cm No. 90

16 Brush for marking road 8cm No. 179

17 Brush for road marking 10cm No. 215

18 Lustre paint Ltr. 180

19 Textured Synthetic paint Ltr. 225

20 White lead paint Kg. 275

21 Birla wall care putty Kg. 50

22 Aluminium Paint Lit. 273

Building (Bd-O : Oil Painting)

Building (Bd-N : Wood finish)

343



1 Neel Kg. 120

2 Oil bound distemper Kg. 96

3 Red powder / Geru Kg. 16

4 Saras Kg. 59

5 Scrapping sand paper size (30 * 20cm) No. 10

6 Dry distemper Kg. 86

1 Country Teak Wood Cu.Mt. 90000

1 Ghana teak wood Cu.Mt. 75000

2 Teak Wood planks above 2.5 m length Cu.Mt. 78000

3 Teak wood bidding 1/2" * 1/2" Rmt 15

4 T.W.Balli 100 mm dia Rmt 154

5 Jungle wood (non teak) normal Cu.Mt. 30531

6 Bamboo 25mm dia.(4.5 to 6m) No. 24

7 Bamboo 50mm dia. No. 14

8 Bamboo Matting 1.2*1.8m Sq.Mt. 51

9 Ply wood 12mm thick Sq.Mt. 424

10 Ply wood 6mm thick Sq.Mt. 326

11 Mica laminate as per ISI 0.1 mm thick Sq.Mt 950

12 Face Veneel board 4 mm thick Sq.Mt 445

13 Particle board B.W.P.Phinol bond 12mm thick Sq.Mt. 382

14 Particle board B.W.P.Phinol bond 19 mm thick Sq.Mt. 670

15 Formica 1.5 mm thick Sq.Mt 1100

16 Tower bolt brass oxidised 10 mm dia length 150 mm No 187

17 Ferical Kg 192

1 A.C.Corrugated sheet 6mm thick Sq.Mt. 115

2 A.C.Sheet ridge Pair 270

3 A.C.Sheet plain 4mm thick Sq.Mt. 190

4 G.C.I. Sheet (Corrugated) 22 BWG M.T. 62758

5 G.C.I. Sheet (Corrugated) 24 BWG M.T. 62758

6 G.I. Sheet (plain) 22 BWG Sq.Mt. 390

7 G.I. Sheet (plain) 24 BWG Sq.Mt. 310

8 G.I.Washers Kg. 93

9 G.I. J or L hooks 6 mm dia. No. 6

10 Nails iron all size Kg. 74

11 Mangalore tiles class AA No. 11

12 Mangalore Ridge / Hip tiles No. 24

13 Mangalore Glass tiles No. 347

14 Mangalore Pattern cowl Ventilator No. 221

15 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic

Coloured Sheet

Sq.Mt. 875

16 G.I. Pre coated Ridge Sheet R.Mt. 550

17 Gypsum powder Kg. 16.80

18 Aluminium Alloy plate 2mm thick Sq.Mt.

19 Aluminium sheeting fixed with encapsuled lens type

reflective sheeting including 2% towards lettering , cost

of angle iron, cost of drilling holes , nuts, bolts etc. and

signs as applicable.

Sq.Mt. 15500

20 Plaster Of Paris bags 210

21 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm Sq.Mt. 360

22 Acoustic Board 12 mm thick Sq.Mt. 207

23 Gypsum Board 12.5 mm thick Sq.Mt. 190

Building (Bd-R : Rofing and ceiling)

Building (Bd-P : Colour,white washing,distempering)

Building (Bd-Q : Wood work)

344



24 UPVC 3 layer trapezoidal 2.00 mm sheet Sq.Mt. 800

25 Light weight calcium silicate tile of size 595 x 595 mm of

texture spin stone / cosmos / plain / Glode fine fissured.

Sq.Mt. 950

26 Bioguard Board 16 mm Sq.Mt. 960

27 Ultima tile Sq.Mt. 1183

28 Optra tile Sq.Mt. 1506.40

29 Proflex Sheet 1 mm Kg. 60

30 Sky light 2 mm thick Kg. 1250

31 Hanger rod 4mm thick No. 9.49

32 level Adjustment clip size 85x30x0.8mm No. 9.49

33 Dash fastener 12.5mm dia 50mm long No. 47.46

34 Soffit cleat 25mmx35mmx1.60mm No. 4.75

35 Wooden Screws with plastic rawl plugs 35mmx8mm No. 1.00

36 Light weight calcium silicate tiles of size 595x595mm of

texture Spintone for Tegular edge ceiling

No. 1100

37 Plain Zinc Sheet Sq.Mt. 225

38 UPVC ridge/hip tiles No. 345

39 Hanger wire (2.68 mm dia), 1.82 m long No. 15.51

40 Dune edge tiles Sq.Mt. 850

41 Fine fissured edge tiles Sq.Mt. 700

42 Turbo ventilator 24" No. 8085

43 Tarat 36" width ( Gunny Cloth) R.Mt. 57.14

44 Wire glass Sq.Mt. 593.75

45 Fire wood Quintal 333

1 Aldrop 300*16mm Chromium Plated No. 159

2 Aldrop Iron Oxidise 300*16mm No. 129

3 Aldrop Stainless steel 300*16mm No. 350

4 Handle 125mm M.S. Chromium Plated No. 59

5 Handle 150mm Brass Chromium plated (Rounded

Shape)

No. 244

6 Handle Alluminium 125 mm No. 53

7 Iron hinges chromium plated 125mm No. 53

8 But Hinges Alluminium 125mm No. 60

9 G.I.Screw 50mm Doz. 5

10 G.I.Screw 25mm Doz. 11

11 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) No. 60

12 Tower bolt Aluminium 10mm dia.length 250mm No. 73

13 Tower bolt Aluminium 10mm dia.length 200mm No. 60

14 Tower bolt M.S. Chromium plated 10mm dia,length

300mm

No. 71

15 Tower bolt M.S. Chromium plated 10mm dia,length

200mm

No. 63

16 Cold Rolled Steel Hollow Section Door frame

1829*610mm

No. 1534

18 Aluminium stay 25cm No. 56

19 Aluminium stay 30cm No.

20 Jali fly proof Sq.Mt. 197

21 Jali chicken mesh Sq.Mt. 44

22 Jali welded mesh 25*25* 13 Guage Sq.Mt. 145

23 Jali welded mesh 25*25* 11 Guage Sq.Mt. 248

24 Jali welded mesh 50*25 13 Guage Sq.Mt. 170

25 Jali welded mesh 50*25 11 Guage Sq.Mt. 310

Building (Bd-T : Doors and windows)

345



26 Hold fast Iron 300*40*5mm No. 53

27 Sliding Door Bolt Stainless Steel 12mm dia. 250mm

length

No. 85

28 Glass plain 3mm Sq.Mt. 315

29 Glass plain 5mm Sq.Mt. 441

30 Glass obscured (bajara) 5mm Sq.Mt. 481

31 G.I. Nut Bolt Kg. 99

32 Housing box to rolling shutter Sq.Mt. 1306

33 Mechanical Gear For Rolling Shutter No. 2077

34 Mortice lock superior No. 761

35 Solid Core commercial shutter 30mm thick phenol

bonded with face veneer 3 mm thick both side

Sq.Mt. 853

36 Iron washer 12mm to 16mm No. 1

37 Aluminium Section Kg. 175

38 Nylon / PVC Gasket R.Mt. 22

39 Alluminium Screw 32 x 6 mm, 25 x 6 mm Doz. 20

40 Concealed locking arrangement of 100 mm length for

sliding window

No. 106

41 Alluminium Grill 7.50 mm thick Sq.Mt. 1138

42 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI

mark

No. 1094

43 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia No. 68

44 Powder and Chemicals for colour anodizing process of

alluminium sections

Kg. 34

45 Lock for Sliding Shutter No. 118

46 All Bearing Roller No. 88

47 All Frame Rail Angle Kg. 201

48 Welding Electrodes No. 4

49 C.R.C. Sheet Sq.Mt. 554

50 Abstrone Butadyne Styrine (ABS) Door Shutter including

Transportation

No. 628

51 Puff Insulation 35-40 Kg/Cumt. Density Kg. 267

52 PVC Door Shutter 34 mm thick Factory Made Shutter Sq.Mt. 3893

53 FRP Door Shutter 30 mm thick Factory Made Shutter Sq.Mt. 1240

54 FRP Door Shutter 35 mm thick Factory Made Shutter Sq.Mt. 1345

55 Bison Pannel Sq.Mt. 460

56 PVC factory made solid panel door shutter with stainless

steel fixutres & fastening

Sq.Mt. 3789

57 PVC factory made flush door 30 mm with stainless steel

fixutres & fastening

Sq.Mt. 3612

58 Sliding door bolt Chromium plated 250mm No. 68

59 Acrylic Plain Sheet 3 mm Sq.Mt. 842

60 Aldrop Stainless steel 300*16mm No 350

61 Aldrop Stainless steel 250*16 mm No 300

62 Handle 150mm Stainless Steel (Rounded Shape) No 25

63 Handle 200mm Stainless Steel (Rounded Shape) No 60

64 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) No 33

65 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) No 60

66 Housing box to rolling shutter Smt 1306

67 Mechanical Gear For Rolling Shutter No 2077

346



68 Door Stopper Stainless Steel No 130

69 Tower Bolt Stainless Steel 200 mm No. 75

70 Tower Bolt Stainless Steel 250 mm No. 130

71 Sliding Door Bolt Stainless Steel 250 mm No. 85

72 Handle Stainless Steel 100 mm No. 33

73 Eye Hole Lens No. 200

74 Rolling Shutter Smt. 1800

75 Ply Wood Smt. 389

1 G.I. Pipe 100mm dia. Medium type R.Mt. 780

2 G.I. Pipe 100mm dia. Heavy type R.Mt. 1080




6 G.I. Pipe 20mm dia.Heavy type R.Mt. 190




10 G.I. Pipe 32mm dia.Heavy type R.Mt. 280









19 PVC Nahani Trap 75 mm No. 105

20 G.I.Clamps 100mm to 150mm No. 20

21 PVC Nahani Trap 150 mm No. 127



25 Anglo Indian W.C. Pan Colour No.

26 G.I.Fixtures Kg. 80

27 P.V.C. Cowl 100 mm No.

28 G.I.Screws 30mm No. 2

30 G.I.Screws 40mm No. 3

32 G.I.Union 25mm dia. No. 85

34 Gully trap cover with frame No. 550

36 Gun Metal stop tap with crutch wheel 20mm No. 460

38 Gun metal stop tap with crutch wheel 25mm No. 740



56 C.I.Bend 75mm dia. No. 255

58 C.I.Bend 100mm dia. No. 307

60 C.I.Bip tap 12mm No. 90

62 C.I.Grating 150mm dia. No. 110



68 C.I.Brackets Pair 110

70 C.I.Collers 100mm dia. No. 311

72 C.I.Copllers 75mm dia. No. 217

74 C.I.Cover 45*30 cm with frame No. 550

76 C.I.Cowl / Vent 100mm dia. No. 308


Building (Bd-V : Water supply and sanitory fittings)

347




82 C.I.Hinged Cover with frame No. 575

84 C.I.Man hole cover 50 kg. No. 3620



87 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) No. 12020

89 C.I.Nahani trap 100mm dia.(375mm long) No. 430

91 C.I.Nahani trap 75 to 80mm dia.(375mm long) No. 315

93 C.I.100*75*300 long arm (wt. 6kg)nahani trap No. 980

95 C.I.Soil pipe 100mm dia. R.Mt. 855

97 C.I.Soil pipe 150mm dia. R.Mt. 1621

99 C.I,Soil pipe 75 to 80mm dia. R.Mt. 698

104 C.I.Shoe 75 mm dia. No. 255

106 C.I. Shoe 100 mm dia. No. 360

108 C.I.Shoe 150mm No. 510

110 Ball cock 15mm dia.P.V.C.FLOAT No. 280




118 Bib cock stop tap brass heavy 15mm No. 385



121 Bib tap 12mm brass medium No. 240

122 Colour wash hand basin 55*40cm No. 1281


124 White glazed wash basin 45*30cm No. 1100

125 White glazed wash hand basin 55*50cm No. 1550

126 P.V.C. flexible Waste Pipe 32 mm dia No. 40

127 White Glazed Wash Hand Basin 63 x 45 cm No. 2000

128 Sink white glazed 45*20*30cm No. 700

129 Pedestal for wash basin (standard size) No. 1950

130 C.C.Septic tank 0.9m dia.(2.5m long) No. 7375

131 C.C.Septic tank 1.20m dia.(2.5m long) No. 10140

132 C.I.Steps for manhole No. 504

133 C.I.Cover with frame (Gully trap) No. 190

134 C.I.Plug Bend 150MM dia. No. 1080

135 Clamp for G.I.pipe 25mm No. 10

136 Colour European type W.C.Pan No. 4300

137 European type glazed W.C.pan No. 4300

140 W.C.PAN Coloured glazed 64CM.(Orissa) No. 2305

141 W.C.PAN White glazed 58 CM.Indian No. 2250

143 W.C.PAN White glazed 57.50 CM (Orissa) No. 901

145 Fibre flushing tank for W.C. No. 670

146 Flushing tank automatic Urinal 10ltr. C.I. No. 876

147 Flushing tank automatic Urinal 5ltr. (P.V.C.) No. 650

148 Low level flush pr. St. 10ltr. No. 1172

149 Flat back Urinal No. 1350

150 Stall Type Urinal No. 4000

151 Lipped type Urinal No. 554

152 Coloured glazed full stall Urinal No. 4000

153 Bleaching Powder Kg. 58

154 Potassium Permanganate Kg. 351

155 Nylon Brush No. 49

156 Duster No. 41

157 Plastic Bucket No. 107

158 Coir Kg. 53

159 Gunny Cloth R.Mt. 29

160 Kharata No. 27

348



161 Wheel stop tap brass 15mm No. 240



164 Socket brass for 32mm tap No. 48




168 Socket for 100mm tap No. 396









178 Span Yarn No. 130

179 Strainer for 100mm No. 2530







186 Stone ware pipe 100mm dia. R.Mt. 96



189 Stone ware glazed pipe half round 100mm dia. R.Mt. 132

190 Stop tap brass with crunch wheel 15mm dia. No. 103

191 Towel rod with clamps 16mm dia. No. 172

192 Mirror 40*50cm. With plastic frame No. 275

193 Brass T Thimble Socket 32mm dia. Pair 96

194 Brass wheel stop tap 32mm dia. No. 439





199 Half turn flush cock 25mm dia. No. 550

202 12mm flexible inlet pipe connection No. 250

205 Bell mouth cover 100mm dia. No. 69

206 Box chamber with lock 0.6*0.45m No. 550

207 Brass nozzle pillar tap 12mm No. 198

208 Black bakelite seat to european closer No. 317

209 Concussion push button type gun metal tap 15 to 25mm

dia.

No. 78

210 Coupling cast Iron 100mm dia. No. 350

211 Coupling cast Iron 80mm dia. No. 325

212 Chromium plated 12mm dia.bib cock No. 69

217 C.I.Trap grating 15*10 cm No. 70

218 C.I.Y junction 100mm dia. No. 785



221 Enameled bend 40mm dia. No. 180

222 Ferrul for C.I.pipr 100mm No. 143

223 White glazed foot rest chequred 25*10 cm Pair 143

224 Half round earthware pipe 100mm(60cm long) No. 95

225 Half round earthware pipe 150mm(60cm long) No. 294

226 Jute Rope Kg. 83

349



227 Half round chaina ware pipe 100mm(60cm long) No. 94

232 Lead pipe 32mm dia. R.Mt. 308

235 Mohagani seat with lid No. 275

236 Mosquito proof coupling No. 37

237 Non-return valve 15mm for water meter No. 172



240 Piller tap 12mm dia.chromium plated heavy No. 350

241 P.Trap and lead pipe upto 40mm dia. No. 275

242 Rubber gasket (25, 28 and 20 cm) R.Mt. 150

243 Rubber Incertion Kg. 280

244 Rubberised adhesive Ltr. 299

245 Salt glazed stone ware gully trap (150*150mm) No. 88

246 Self project tap brass chromium plated 15mm No. 15

247 Sewer trap No. 650

248 Shower rose chromium plated brass 10cm No. 250

249 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) R.Mt. 24







256 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) R.Mt. 190

257 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure R.Mt. 214

258 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) R.Mt. 190

259 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) R.Mt. 275

260 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure R.Mt. 191

261 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure R.Mt. 323

262 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) R.Mt. 453

263 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) No. 605

264 P.V.C.pipe 160mm dia.Soil Pipe R.Mt. 597

265 P.V.C.pipe 160mm dia. Rain Water Pipe R.Mt. 597

266 P.V.C.Socket 15mm dia. No. 5







273 P.V.C.Flushing tank (12 ltr. Capacity) No. 800

274 Flush valve 32mm dia. No. 1350

276 Ferocret tank Ltr. 8.5

277 Stainless Steel sink of size 600*510*200mm of nirali or

equivalent make

No. 6200

278 C.P.pillar cock jaquar make continental (Cat.No. CON-

011)

No. 592

279 C.P.pillar cock (ISI) jaquar make continental No. 592

280 C.P.pillar cock long neck with aerator jaquar make

continental (Cat.No. CON- 021)

No. 785

281 C.P.Bib cock (ISI) jaquar make continental (Cat.No.

CON-037)

No. 569

282 C.P.Bib Cock long thread jaquar make continental

(Cat.No. CON-039)

No. 569

283 C.P.2-way bib cock jaquar make continental (Cat.No.

CON-041)

No. 769

284 C.P.bib cock with wall flange long thread jaquar make


No. 579

350



285 C.P.Bib cock with nozzle jaquar make continental

(Cat.No. CON-049)

No. 620

286 C.P.Angular stop cock jaquar make continental (Cat.No.

CON-053)

No. 509

287 C.P.Angular stop cock long thread jaquar make

continental (Cat.No. CON-055)

No. 1752

288 C.P.angular stop cock with wall flange jaquar make


No. 539

289 C.P.central hole basin mixer without popup waste system

with 450mm long braided hoses jaquar make continental

(Cat.No. CON-167B)

No. 1960

290 C.P.wall mixer with telephone shower arragnement only

but without teltphone shower crutch jaquar make

continental (Cat.No. CON-217)

No. 2388

291 C.p.wall mixer non-telephonic shower arrangement

jaquar make continental (Cat.No. CON-219)

No. 2010

292 C.P.wall mixer(wall mounted model) with telephone

shower arrangement only and with telephone shower

crutch jaquar make continental (Cat.No. CON-267)

No. 2600

293 C.P.wall mixer with provision for overhead shower with

115mm long bend pipe and wall flange jaquar make

continental (Cat.No. CON-273UPR)

No. 2680

294 C.P.sink mixer with swinging casted spout (wall

mounted) jaquar make continental (Cat.No. CON-309)

No. 2066

295 C.P.sink mixer swinging spout (table mounted model)

450mm long braided hoses jaquar make continental

(Cat.No. CON-309B)

No. 2066

296 C.P.sink cock with swinging casted spout jaquar make


No. 1000

297 C.P.sink cock with raised 'J' shaped swinging casted

spout (table mounted) jaquar make continental (Cat.No.

CON- 359)

No. 1000

298 C.p.shower arm 190mm long light body with wall flange

jaquar make continental (Cat. No. SHA - 477)

No. 297

299 C.P.Flush cock with wall flange 25mm with plain knob

jaquar make continental (Cat.No. FLR 6081)

No. 1405

300 C.P.Towel rail 24" jaquar make continental (Cat. No.

ACN 1111N )

No. 790

301 C.P.Towel ring square jaquar make continental (Cat. No.

ACN 1121N )

No. 668

302 C.P.Soap dish hooker jaquar make continental (Cat. No.

AKB 35731 )

No. 618

303 C.P.soap dish (polyurethane) jaquar make continental

(Cat. No. AQN 7733 )

No. 797

304 C.P.Toilet paper holder jaquar make continental (Cat.

No. AQ 7751 )

No. 790

305 C.P.Toilet rack 24"with lower hanger jaquar make

continental (Cat. No. ACN 1181N )

No. 1780

306 C.P.Handshower (health faucet) 1m.PVC tube with wall

hook jaquar make (Cat. No. ALD 563 )

No. 785

307 C.P.Pillar cock jaquar make queen's collection (quarter

turn fitting) (Cat. No. QQT 7011 )

No. 1132

308 C.P.Bib cock with wall flange aqua make queen's

collection (quarter turn fitting) (Cat. No. QQT7037 )

No. 1091

309 C.P.2-way bib cock with wall flange aqua make queen's

collection (quarter turn fitting) (Cat. No. QQT 7041 )

No. 1603

351



310 C.P.Angular stop cock with wall flange aqua make

queen's collection (quarter turn fitting) (Cat. No. QQT

7053 )

No. 1014

311 C.P.central hole basin mixer with regular spout without

popup waste system with 450mm long braided hoses

jaquar make queen's collection (quarter turn fitting) (Cat.

No. QQT 7167bB )

No. 2908

312 C.P.central hole basin mixer with regular spout with



No. QQT 7169b )

No. 2908

313 C.P.central hole basin mixer with small spout without



No. QQT 7171B)

No. 2590

314 C.P.wall mixer (wall mounted model) with telephonic

shower arrangement only but without crutch jaquar

make queen's collection (quarter turn filling) (Cat. No.

QQT 7217 )

No. 2802

315 C.P.wall mixer non-telephonic shower system jaquar

make queen's collection (quarter turn filling) (Cat. No.

QQT 7219 )

No. 2908

316 C.P.wall mixer (wall mounted model) with telephonic

shower arrangement only and with telephone shower

crutch jaquar make queen's collection (quarter turn filling)

(Cat. No. QQT 7267)

No. 3545

317 Hydraulic door closer No. 1100

318 cPVC pipe 15mm dia. R.Mt. 46






324 cPVC Coupling for 15mm dia. No. 10






330 Elbow 90 Degree for 15mm dia. No. 13






336 Tee for 15mm dia. No. 17






342 End cap for 15mm dia. No. 8






348 Ball cock for 15mm dia. No. 85

352







353 Araldite adhesive Kg 1100

354 Ball valves for 50mm dia. No. 1269

355 Male adapter (Brass Threads) for 15mm dia. No. 125






361 Male adapter (Plastic Threads) for 15mm dia. No. 13






367 Female adapter (Brass Threads) for 15mm dia. No. 120






373 Female adapter (Plastic Threads) for 15mm dia. No. 16



376 Union for 15mm dia. No. 70






382 Cross for 15mm dia. No. 26

383 Cross for 20mm dia. No. 52

384 Step over Bend 15mm dia. No. 52

385 Step over Bend 20mm dia. No. 85

386 Tee holder for 15mm dia. No. 25

387 Tee holder for 32mm dia. No. 78

388 End plug threaded for 15mm dia. No. 11

389 R.C.C.Chamber cover with frame 90cm*45cm Heavy

Duty 225kg

No. 3800

390 R.C.C.Chamber cover with frame 90cm*45cm Medium

Duty 140kg

No. 2200

391 R.C.C.Chamber cover with frame 60cm*45cm Heavy

Duty 160kg

No. 3000

392 R.C.C.Chamber cover with frame 60cm*45cm Medium

Duty 100kg

No. 1850

393 I.S.I.Ferrul Connection15mm dia. No. 489

394 I.S.I.Ferrul Connection 20mm dia. No. 786





399 Water meter 15 mm diameter No. 1300




353






406 Non return Valve 40 mm diameter No. 1501




410 Colour Wash Hand Basin 0.45 x 0.30 No. 704

411 White Glaze Earth Sink 0.6 x 0.2 x 0.45 No. 1643

412 Clamp for G.I.pipe 200mm No. 28

413 Earopean type glazed W.C.pan 68cm No. 2370

414 Earopean white glazed earthen ware closet pan No. 2370

415 P.V.C. Nahni Trap R.Mt. 136

416 P.V.C. Connector. 15 mm dia No. 55

417 Low level flushing cistern No. 1014

418 Upvc sanitary pipes all 20 mm dia. R.Mt. 80



421 Stainless Steel sink of size 610 x 460 x 200 mm of nirali

or equivalent make

No. 9200


423 W.C.PAN Colour glazed 57.50 CM (Orissa) No. 1406

424 Piller cock mixer & Angle cock No. 750



427 Cement bags 210



430 Stainless Steel sink of size 470 x 420 x 178 mm of nirali

or equivalent make

No. 4745

431 Bib cock Long Arm No. 260

432 Bottletrap wash basin 32 mm Cromium Plated No. 1350


434 Hamp rope Kg. 83

435 Bib cock cock stop tap brass heavy 15 mm No. 385


1 Clorophyriphoas Liter 231

2 Solvent Ltr 360

3 D.D.V.P. Ltr 480

4 Malathion Ltr 255

5 Pine Oil Ltr 425

6 S.S. Pipe 40 mm dia Rmt 129

7 Mild Steel M.T. 31500

8 Barbed Wire Kg. 74

9 Concentina Coil Wire Rmt 150

10 M.S. Steel Kg 40

12 RCC Pole No 252

14 Green marble Sq.Mt 700

15 Telephone black granite Sq.Mt 2433

16 Karva (for roof and sides 10kg bundle) Bundle 21

17 Tatti Sq.Mt 17

18 Bamboo 25mm dia. R.Mt 24

20 Lightening Conductor No. 8434

21 Salt Kg. 20

Building (Bd-W : Water supply and sanitory fittings)

354



22 Copper Tape width 25mm*3mm thick Kg 376

23 Aluminium Strips 50 mm x 3 mm R.Mt 53

24 Cripped wire 3' - 0" , 4' - 0" and 5' - 0" wide Sq.mt 185

25 Welding Electrodes No 4

26 Welded Mesh 75 X 75 mm Sqm 178

27 Welded Mesh 150 X 150 mm Sqm 150

28 Tarat 36" width (Gunny cloth) R.Mt 28

29 Chain link 3' - 0" , 4' - 0" and 5' - 0" wide Sq.Mt 172

1 R.C.C.Pipe 1200mm dia.(Np3)2.5m long with coller IRC R.Mt. 7990









10 R.C.C.pipe Np2 class 1000mm dia. 2.5m long R.Mt. 3471

11 R.C.C.Np2 Pipe Collar 1000 mm Dia. No. 347.50


13 R.C.C.Np2 Pipe Collar 1200 mm Dia. No. 502












25 R.C.C.pipe Np2 class 100mm dia. 2m long R.Mt. 296




29 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm

diameter

R.Mt. 7593

30 RCC Pipe Np4 heavy duty non presure pipe 1200 mm

diameter

R.Mt. 8915

31 RCC Pipe Np4 heavy duty non presure pipe 900 mm

diameter

R.Mt. 5934

CD Works (CD : Cross Drainage Works)

355



1 Cement M.T. 4200

2 Structural Steel M.T. 34834

3 TMT FE - 500 M.T. 33425

4 HCRM/CRS Reinforcement M.T. 35975

5 Bitumen VG 10 (Bulk) (80/100) M.T. 23030



8 Bitumen VG 30 (Packed) (60/70) M.T. 26932



11 Sand - Natural/ V.S.I.(Vertical Shaft Impact

Crusher)Quality Artifitial Sand

Cu.Mt. 1500

12 Sand - Crushed Cu.Mt. 517

13 Sand - Screened (for plaster work only) Cu.Mt. 1875

14 Bricks II Class No. 5

15 Rubble stone Cu.Mt. 450

16 Aggregate 40 mm (Hand Broken) Blasted. Cu.Mt. 475

17 Aggregate 25 mm Cu.Mt. 750





22 Stone Dust Cu.Mt. 675

23 Soft Murum Cu.Mt. 191

24 Hard Murum Cu.Mt. 222

25 Water 1000 lit. 150

26 White Cement Kg. 30

27 Plastizer Ltr. 110

28 Stainless Steel Plate Kg. 370

General Rates

356



1 Bitumen VG-40 (bulk (30-40 grade)) M.T. 24441

2 Stone Boulder of size 150 mm and below at Cruser Plant Cu.Mt. 445

3 Supply of quarried stone 150 - 200 mm size for Hand

Broken at site

Cu.Mt. 315

4 Boulder with minimum size of 300 mm for Pitching at Site Cu.Mt. 444

5 Coarse sand at Mixing Plant Cu.Mt. 1234

6 Coarse sand at Site Cu.Mt. 1234

7 Murum at Site Cu.Mt. 222

8 Fly ash conforming to IS: 3812 ( Part II &

I) atHMP Plant / Batching Plant / Crushing Plant

Cu.Mt. 1470

9 Filter media/Filter Material as per Table 300-3 (MoRT&H

Specification)

Cu.Mt. 889

10 Close graded Granular sub-base Material 53 mm to 9.5

mm

Cu.Mt. 720

11 Close graded Granular sub-base Material

37.5 mm to 9.5 mm

Cu.Mt. 720


26.5 mm to 9.5 mm

Cu.Mt. 735


9.5 mm to 4.75 mm

Cu.Mt. 735


9.5 mm to 2.36 mm

Cu.Mt. 735

15 Close graded Granular sub-base Material 4.75mm to

2.36 mm

Cu.Mt. 735

16 Close graded Granular sub-base Material 4.75mm to 75

micron mm

Cu.Mt. 735


2.36 mm

Cu.Mt. 735

18 Stone crusher dust finer than 3mm with not more than

10% passing 0.075 sieve.

Cu.Mt. 675

19 Coarse graded Granular sub-base Material 2.36 mm &

below

Cu.Mt. 675

20 Coarse graded Granular sub-base Material 4.75mm to

75 micron mm

Cu.Mt. 675

21 Coarse graded Granular sub-base Material 4.75 mm to

2.36 mm

Cu.Mt. 675


4.75 mm

Cu.Mt. 735


4.75 mm

Cu.Mt. 735


9.5 mm

Cu.Mt. 735


9.5 mm

Cu.Mt. 735

26 Coarse graded Granular sub-base Material 53 mm to 26

.5mm

Cu.Mt. 720

27 Aggregates below 5.6 mm Cu.Mt. 675

28 Aggregates 22.4 mm to 2.36 mm Cu.Mt. 735


30 Aggregates 45 mm to 2.8 mm Cu.Mt. 735





General (MORTH: Roads)

357



35 Aggregates 63 mm to 45 mm Cu.Mt. 700






41 Aggregates 13.2 mm to 10 mm Cu.Mt. 750






47 Aggregates 6 mm nominal size Cu.Mt. 675


49 Aggregates 13.2/12.5 mm nominal size Cu.Mt. 750




53 Binding wire Kg. 65

54 Bitumen ( Cationic Emulsion ) M.T. 23317

55 Bitumen VG-30 (bulk (60-70 grade)) M.T. 23830

56 Bitumen VG -10 (bulk (80-100 grade )) M.T. 23030

57 Bitumen (Cutback ) M.T. 53100

58 Bitumen (emulsion) M.T. 23317

59 Bitumen (modified graded) (bulk Cr-60) M.T. 27895

60 Geo grids Sq.Mt. 106

61 Geomembrane Sq.Mt. 106

62 Geonets Sq.Mt. 159

63 Geotextile Sq.Mt. 59

64 Geotextile filter fabric Sq.Mt. 59

65 LDO Ltr. 39

66 Pavement Marking Paint Ltr. 832

67 RCC Pipes 200 mm dia, 2.5 m long for drainage R.Mt. 45

68 Quarry spall Cum 400

358


1 Black Smith With Tools - II Class Day 467.00

2 Stone Cutter With Tools - Semi Skilled Day 467.00

3 Mason I Class Skilled Day 494.00

4 Mason II Class Skilled Day 494.00

5 Carpenter I Class Skilled Day 494.00

6 Carpenter II Class Skilled Day 494.00

7 Plumber With Tools - Skilled Day 494.00

8 Glazier With Tools - Skilled Day 494.00

9 Tin Smith With Tools - Semi Skilled Day 467.00

10 Painter I Class Skilled Day 494.00

11 Painter II Class Skilled Day 494.00

12 Head Fitter With Tools - Skilled Day 494.00

13 Mechanic Day 494.00

14 Lorry Driver / Mixer Operator Day 494.00

15 Welder / Driller - Skilled Day 494.00

16 Polishman - Semi Skilled Day 467.00

17 Assistant Plumber - Skilled Day 467.00

18 Maistry Skilled / Supervisor / Mate Day 494.00

19 Vibrator Operator - Skilled Day 494.00

20 Skilled Labour Day 448.00

21 Boreman Skilled Day 494.00

22 Asphalt Sprayer Skilled Day 494.00

23 Minor or Blaster Semi Skilled Day 467.00

24 Quarry Man - Semi Skilled Day 467.00

25 Painter / White Washer - Semi Skilled Day 467.00

26 Labour for Excavation in Hard Rock (Un Blast) Day 448.00

27 Tile Turner Semi Skilled Day 467.00

28 Mazdoor - For Polishing Day 448.00

29 Bar Bender Skilled Day 467.00

30 Bhisti (Mixing / Curing) - Semi Skilled Day 467.00

31 Mukadam - Semi Skilled Day 467.00

32 Tar Handler - Semi Skilled Day 467.00

33 Helper Un Skilled Day 467.00

34 Tree Cutter - Semi Skilled Day 467.00

35 Navaghani Day 467.00

36 Mazdoor - Unskilled Heavy Male Day 448.00

37 Mazdoor - Unskilled Heavy Female Day 448.00

38 Below Boy Day 448.00

39 Fitter With Tools I Class Skilled Day 494.00

40 Fitter With Tools II Class Skilled Day 467.00

41 Gun Man for Guniting Day 494.00

42 Laboratory Assistant Day 494.00

43 Labour for Tile Turning Day 448.00

44 Excavator - Unskilled Heavy Day 448.00

45 Breaker - Semi Skilled Day 467.00

46 Hole Driller Semi Skilled Day 467.00

47 Chiseler Semi Skilled Day 467.00

48 Foreman Skilled Day 494.00

49 Bandhani Semi Skilled Day 467.00

50 Emgraver for lettering Skilled Day 494.00

51 Frabi - Weld - Drilling Day 467.00

52 Khalashi / Diers Day 494.00

53 Jack Hammer Operator Day 494.00

54 Electrician Day 494.00

55 Welder Skilled Day 494.00

56 Labour for Traffic Regulation Day 448.00

57 Watchman Day 448.00

58 Compressor Operator / Driver Day 494.00

LABOUR RATES FOR SSR For Year 2017-2018

359


LABOUR RATES FOR SSR For Year 2017-2018

59 Supervisor / Mate Day 494.00

60 Blacksmith (1st Class) Welder / Plumber / Electrician. Day 494.00

61 Blaster (Stone Cutter) Day 448.00

62 Mali Day 448.00

63 Mazdoor / Dresser (Semi Skilled) Day 467.00

64 Mazdoor / Dresser Sinker B116 Skilled Day 467.00

65 Medical Officer Day 1761.00

66 Operator (grouting) Day 494.00

67 Para Medical Personnel Day 881.00

68 Mazdoor unskilled female (light) Day 467.00

69 Painting Lettering Number Day 467.00

70 Junior Engineer Day 1239.00

71 Surveyor Day 854.00

72 Autocad Operator Day 1239.00

73 Attendent Day 448.00

74 Computer Typist Day 666.00

75 Tracer Day 854.00

76 Total Station Operator Day 1239.00

77 Senior Engineer Day 1805.00

78 Assistant Day 666.00

79 Operator / Fitter Day 494.00

80 Mazdoor Unskilled Light Male Day 448.00

81 Computer Operator Day 754.00

82 Survey Helper Day 448.00

83 Technician Day 1805.00

84 Skilled Assistants-on the site Day 494.00

85 Supervisor Day 854.00

86 Valuation expert Day 1500.00

87 Office support Staff Day 448.00

88 Co-ordinator Day 1000.00

89 Senior Surveyor Day 854.00

90 Revenue expert Day 1000.00

91 Welder Day 467.00

360

~ ~~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W W N N ~ ~ 0o 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~o 0 0 0 0 0 000 0 0 0 0 0 0 0 000 0 0

m(/) xQ.£.g' &(/) Ct>Oa.:::J:;OCt> 0~

~o ~ ~ ~ ~ ~ ~ ~ ~ m m m ~ ~ ~ ~ ~ ~ W W W

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~m m N ~ N ~ ~ ~ ~ ~ ~ ~ N ~ w ~ 00 ~ ~ ~ ~~ N ~ W ~ ~ ~ ~ ~ ~ N ~ ~ N m 0 ~ ~ ~ ~ N

~ ~ w w w W W N N N N N ~ ~ ~ ~ ~w 0 ~ m ~ N 0 ~ m ~ N 0 ~ m ~ w ~ ~ ~ ~ w00 0 ~ ~ N ~ ~ ~ ~ ~ ~ ~ 00 ~ ~ 0 ~ ~ N W Wm m ~ w m ~ ~ N ~ ~ w m ~ N ~ ~ N ~ ~ 0 ~N N ~ 0 ~ N ~ a w ~ ~ ~ m ~ 00 m 0 ~ ~ ~ ~

oo3 ""0 Co Ct>:::J -OJ;:l..

C.....Ir. ....Jo. ....lr. .....Ir. ....lr. ....Jo. ....Jo. .....Ir. ....lr. .....Ir. ....lr. .....Ir. Q) r ~m ~ en ~ ~ W W N N ~ ~ 0 so co co ce ~ ~ m m ~ 0'0,0Q) 00 ~ 00 w ~ N ~ ....Jo. Q) 9 ~ w ~ 00 w ~ .....Ir. Q) 0 ~ Q. c~ t ~~~~~~~~~~~~~~~~~~~ 3

C:::J

....Jo. ....Jo. .....Ir. ....lr. ....Jo. .....Ir. .....Ir. .....Ir. .....Ir. ....... ....Jo. ....... ....l. .....Ir. ~;::::;.:

~ ~ ~ ~ ~ ~ t;, ~ ~ ~ ~ 0; ~ $ ~ ~ ~ ~ ;j s ~ ~:nQ~ 6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t;, 3

0"~ ~ m m m ~ ~ ~ ~ ~ ~ W W W N N N ~ ~ ~ co W eo m N eo ~ N ce oi ~?' ~ ~ ~ W 0 m W ~!=l' i5~~ ~ m ~ m ~ 00 w ~ N ~ ~ m 0 ~ m ~ 00 N ~ ~~ ~ ~ ~ W 0 m W ~ W ~ mom N m 0 ~ ~ W m

C:::J

N N ...........l. ....l. ....l. .....10. .....Ir. .............. .....Ir. .....Ir. ....... ....... ....... ....... r;::::;:~ ~ ~ ~ ~ ~ ?J ~ ~ ~ ~ ~ ~ ~ ~ ~ !£ ~ ~ ~ ~ 7"-:-nQ~ ~ ~ ~ ~ ~ ~ ~ 6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3

0"W 00 00 ~ ~ Q) Q) Q) ~ ~ ~ ~ ~ w ~ N N ....... .............. ~ cW ~ ~ ~ N ~ ~ 0 m N ~ ~ ~ m - ~ W ~ ~ ~ ~ ~ ~w ~ .......a ~ ~ ~ ~ ~ ~ W N .......a ~ ~ ~ ~ ~ N .......N ~ m ~ ~ ~ ~ ~ m ~ m ~ N ~ ~ ~ m W ~ ~ ~

s:;;Occ =lc-c(ii' 3:::r -;"g'OJ =;:::I. a.:::J'" 5'

co

~~~~~~~~t ~~~~~~.......~ ~ w .......~ ~ ~ w a ~ ~ ~ N 0o ~ ~ 00 ~ ~ ~ w .......W W Q) W .......0

s:OJ:::JCCDCJlCa.coCt>

•••••••••••oOJ=lOJcoCt>

Q.,

- •C:::JoOJa.oj"co ••••••••••••

"U

~o. CD~ "tI;;:c::~~~m-:::J(fleec _.CT :::Ja. CD_. CD< ...<n. _O· :s::::l CD--10~::rIII •:::lCD

(To .,. W W N N ~ ~ ~ ~0 0 (To 0 (To 0 --,J (To N 0 <0 00 --,J c» (To .,. .,. W W N N ~ ~ ~ ~0 0 0 0 0 0 ~ 0 (To ~ 0 0 0 0 0 (To 0 (To 0 (To 0 (To .,. W N0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

N ~ ~ ~ ~W 00 (j) .,. ~ <0 00 --,J (j) (To .,. .,. W W N N N N ~ ~ ~ -~ ~ ~ ~.,. 00 .,. ~ 00 (To W (To W .,. co .,. CD W CD 00 (J1 N CD --,J .,. ~ ~ ~ 0W 0 CD --,J (j) .,. CD 0 0 (j) .,. N 0 ~ CD W (J1 (j) 00 CD CD CD .,. 0 (J1--,J 00 W --,J W 00 = .,. ~ ~ ~ !=" ?> (To N ~ :-J .,. ?> (j) .,. :-J ~ ~j:. 0 N ex, 0> 0 00 0> :..... --,J ~ N CD (0 0 (0 W (To (0 (J1 0> (j) CD ~ j:.W 0 N (To (To --,J ~ CD (j) 0 W ~ (j) 0 ~ 0 (j) CD N 0 00 CD N (To CD

~ ~ ~ ~00 (To W ~ CD --,J (j) (To .,. W W W N N ~ ~ ~ ~ ~00 0 N W .,. (To (j) (j) --,J 00 .,. 0 (j) N CD --,J (To W ~ CD --,J (To (J1 (To .,.(j) CD ~ N 0J (To ~ 00 W ~ ~ ~ --,J CD ~ w :!::: (To (To --,J 00 00 (To ~ --,J(j) !=" ~ (To ~ .,. ~ N --,J ~ ~ ~ ?> N 0 CD ~ ~ ~ N .,. !="N ~ ~ ~ ~ (0 ex, W ex, --,J ~ N j:. (0 ~ (0 (0 (0 00 OJ 0> --,J 0 N ww (To CD CD --,J W CD CD N 0 0 --,J 0 W 0 (To N --,J 00 W ~ W 0 CD

W W N N ~ ~ ~ ~ ~CD ~ --,J W CD (To W N 0 ~ 00 --,J (j) (To .,. .,. .,. W W N N ~ ~ ~ ~0 W .,. (j) --,J ~ CD (To (To N W (To (j) CD --,J N --,J W CD .,. CD CD 00 --,J(j) .,. 00 N --,J 00 ~ 0 ~ w :-J ~ (To ~ !'l 01 --,J ~ ~ CD ~ ~ ~ (To

N 0> ex, (0 N (.., j:. --,J N ~ ex, --,J j:. (.., ~ ~ 0 (0 00 --,J j:. ~ (.., w N.,. --,J --,J 00 00 (To --,J 00 CD N (j) 0 CD N --,J (To (j) W N 01 (To N N (j) 01

W N N ~ ~ ~ ~~ (To N 00 (To N ~ <0 --,J (j) (J1 (To .,. W W N N N ~ ~ ~.,. ~ ~ 00 --,J (To ~ .,. 00 W --,J 0 .,. 00 ~ 00 (To N CD (j) W CD CD 00 --,J

~ (j) --,J W ~ :-J CD ~ ~ 00 (To ~ CD 00 (j) ~ ~ !'l ~ 00 N (To CDW 0 :..... c.n N ~ (0 0 0> ~ ex, c.n N (0 0> ex, (0 ~ W N N N 0 :..... j:.--,J W 0 W (To OJ --,J --,J (To N (J1 W (To 00 CD N CD 01 ~ 00 --,J CD ~ 0 0

.,. W W N ~ ~ ~ ~ ~ ~W .,. 0 (j) --,J (To W ~ 0 CD 00 --,J OJ (To (J1 .,. .,. W W ~"N N N ~0 ~ N ~ --,J ~ W --,J (To 0 0 ~ ~ N .,. ~ OJ ~ Ol W --,J ~ ~ 0 CD0 (j) (j) ~ --,J (j) ~ --,J !'l --,J N CD CD --,J OJ ~ ~ ~ CD ~ ~ Nj:. ~ N j:. ex, (0 (j) ~ N (0 0 ~ ~.) (.., c.n ex, (0 0 N 0 OJ N OJ ex, (0(To 00 .,. N .,. 0 CD (j) 0 (To .,. --,J .,. 0 Cl --,J ~ 0 N ~ W Ol W

W N N N ~ ~ ~ ~.,. --,J .,. 0 --,J W N 0 00 Ol (j) (To .,. .,. W ~ N N N ~ ~ ~ ~(j) (j) N --,J W 00 ~ .,. (j) CD N (To CD N ~ 00 .,. ~ --,J .,. 0 0 CD 00~ <0 W 00 N Ol ~ N CD CD ~ CD ~ 0 --,J N :-J N ?> w 00 ~ ~ --,J

0> (0 ex, 0 0 N ~ 0> (.., N (To ex, ~ c.n (0 (0 (0 00 ex, OJ j:. N N (.., j:.CD .,. CD N N W 00 .,. .,. ~ (j) (To 00 W (To (j) W 00 N (j) N 0 CD (To ~.,. .,. W W N N ~ ~ ~ ~ ~CD 0 (To ~ (To 0 --,J (To W ~ 0 CD 00 --,J OJ (j) 01 .,. .,. W W N N N N00 0 0 N ~ 00 CD .,. ~ ~ :!::: w N W 0 .,. 00 N 00 ~ (To .,. W NOl ~ CD !=" ~ (J1 !=" 0 ~ ~ --,J N N N N N 00 ~ .,. .,. w0> :..... N 01 ~ c.n N --,J ex, ex, :..... :..... 0> 0> N :..... 0> j:. (.., 0> j:. ~ N 0 :.....CD 0 0 Ol 00 0 00 .,. 0 01 W 01 CD 00 .,. .,. W --,J N (j) .,. CD .,. --,J N

.,. W N N N ~ ~ ~ ~0 N ~ .,. 0 (j) .,. N 0 00 --,J (j) 01 .,. .,. W W N N N ~ ~ ~ ~ ~~ ~ 0 0 0 0 0 0 ~ W .,. (j) 00 0 (j) N 00 .,. 0 Ol N ~ 0 0... ~ 0 CD 00 --,J (j) CD 00 0 0 ~ 00 --,J ?> 00 00 --,J (j) :-J (j) (To --,J CD ~0 (0 0> ~ ~ j:. :..... 0 0 :..... 0 ~ j:. 0> ~ :..... 0 j:. :..... ~ (.., j:. j:. j:. (..,CD 01 00 .,. --,J N (j) CD N CD 0 .,. ~ 0 --,J W 00 --,J 0 --,J 01 0 Ol

.,. W N N N ~ ~ ~ ~0 N 00 .,. 0 (j) .,. W 0 CD 00 --,J (j) 01 01 .,. .,. W W W N N ~ ~ ~--,J --,J (j) (j) Ol (j) (To 0 CD .,. 01 Ol --,J 00 N CD .,. CD .,. ~ Ol 0 CD CD 00Ol 0 00 ~ W 0 CD ~ (To CD CD ~ ~ CD 0 N W .,. (To !'l 0 :-J CD ~ N0 (0 (.., --,J N c.n N ~ (0 0> 0> --,J 00 (0 ex, 0> c.n (.., N --,J N --,J 0> (.., 00--,J (j) CD ~ A W --,J (j) (j) CD --,J 00 N 0 --,J 00 .,. (j) 0 00 CD --,J .,. W --,J

W N N ~ ~ ~ ~N Ol N CD Ol W ~ CD 00 (j) 01 01 .,. W W W N N N ~ ~ ~00 N CD (j) .,. ~ .,. 00 N Ol CD W Ol CD W 0 (j) W 0 Ol W 0 <0 00 00~ (To --,J <0 ~ W ~ 00 w !'l !=" 0 .,. ?> ~ ~ ?> .,. ~ ~ 01 N Ol CD N0 j:. j:. 0> 0> ~ 00 N (0 --,J --,J 0> 0> 01 01 (.., ~ (0 :..... w (0 c.n 0 j:. ex,00 N N 0 (To 00 .,. 00 W ~ .,. 0 CD CD --,J --,J .,. N .,. .,. Ol ~ W (J1

W W N N ~ ~ ~ ~ ~CD ~ --,J W CD 01 W N 0 CD 00 --,J (j) 01 .,. .,. .,. W W N N ~ ~ ~ ~0 W A (j) --,J ~ CD 01 01 ~ N W (To Ol CD --,J N --,J W CD .,. CD <0 00 --,J(j) .,. 00 N --,J 00 ~ 0 ~ w :-J ~ ~ ~ !'l 01 --,J 0 ~ CD ~ ~ ~ (J1

N 0> ex, (0 N (.., .,. --,J N ~ ex, --,J j:. W ~ _" 0 (0 ex, --,J j:. _" (.., w N.,. --,J --,J 00 00 (To --,J 00 CD N (j) 0 CD N --,J c..., Ol W N 01 01 N N Ol 01

W N N _" ~ _" _"~ ~ N 00 (J1 N _" CD --,J OJ 01 01 A W W N N N ~ ~ ~.,. ~ 00 --,J 01 ~ ~ 00 W :j 0 .,. ~ ~ 00 01 N <0 Ol W ill CD 00 --,J~ Ol --,J W ~ --,J CD ~ ?> 01 CD 00 OJ ~ ~ !'l ~ 00 N ~ CDW 0 :..... 01 N _" (0 0 0> ~ ex, 01 N (0 0> ex, (0 ~ W N N N 0 --,J j:.--,J W 0 W (To (j) --,J --,J 01 N (To W 01 00 CD N CD (J1 ~ 00 --,J CD ~ 0 0

•••••~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~o m ~ ~ ~ ~ ID ~ ~ ~ ~ 00 ~ ~ ~ ~ ~ m m ~o 00 m ~ w ~ 0 00 ~ rn ~ N 0 ~ ~ ~ a rn 0 0a a 0 ~ a ~ 0 ~ rn 0 0 rn a rn 0 rn a a a a N •

-nN N N N N N N N N N N N N N N N N N N No 0 a 0 0 a b boo b b bob 0 b b b ba a 0 a 0 0 a a a a a 0 a 0 a a a 0 a 0 W ••-iZ

::::l. 0"0 •en Q.

•~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ wb ~ b ~ ID W ~ ~ ~ N ID N W ~ b ID W N ~o N m ID N ~ ~ ID m N a ~ N 00 maN N a ~

...,10. ....10. ....10 ....10 ...... ....10.(..)N N N .......N CD ..J:::a. 0 Ol NW ()l ce <C 0::> ~~ 0, b ex, m ....a.0)(»N(]10<C

N N N N N N N N N N N N N N N N N N N Na 0 a 0 0 0 0 a 0 0 0 0 a 0 0 0 a 0 0 08ggggggggggggggggggggggggggggggggggggggg~

~~ s... 0 '"... '":..... :..... ~co ex> ...

NZr-+0>

•••••••••••••~o <C <C CD CD ~ ~ m m ()l ~ ~ ~ W W N N ....10. ....10. 0

g ~ g ~ g ~ g ~ g ~ g g g g g g g g g g ~ •

'"co'":....°

'".....'"(:,'"

'"en'"~'"'"'"'"o

'"ro~ex>w

'"~oex>

'"...(:,......

•••"'0°cn~:o... •••<0-0CD CD

~£en :::>CD iii ••••••

~..,"""._'-'~

'"~

"'""""""'" (,.)

"" ~

""'"'-'..,""'-'""'-..,\I

'-'

""

U1 ... W W IV IV ~ ~ ~ ~ ~ ~ ~ ~ ~0 0 U1 0 U1 0 ..... U1 IV 0 CD 0> ..... C) U1 ... ... W W IV IV0 0 0 0 0 0 U1 0 U1 0 0 0 0 0 0 U1 0 U1 0 U1 0 U1 ... W IV ~0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '::> '::> 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

... ... ... ... ... ... ... ... ... W W W W W W W W W W rc IV IV ro IV IV ~0 0 0 0 0 0 0 0 0 U1 U1 (.J1 U1 U1 0 0 0 0 0 U1 (.J1 U1 ... W N0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ !" N IV N N !" IV N N N NN N N N N N N '" '" :.., :.., -, :.., :.., :.., 0 0 0 0 0 0 0 0 0 0 0U1 U1 U1 U1 U1 U1 U1 0 0 U1 U1 U1 U1 U1 U1 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ N N N !" N N N W W W "" "" w:.. '" '" :.., ~ ~ N ~ :::: w :.. '" :.., 0 0 0 :.. '" '" 0 '" '" ..... 0> Co0> CD ..... ..... :.... ... w U1 0 0> 0 ... 0 0> 0 ..... ..... 0> ... to C) W

... .... ... ... ... ... ... W W N IV N N N ~ ~ ~ ~ a, ~ ~ ~ ;:; ;:;0> ..... ..... C) ~ .... ... C) U1 ..... C) C) U1 .... ..... W N ~ CD toC) 0> U1 0> C) 0 to 0> N ..... IV U1 C) 0 C) 0 ... C) <0 <0 U1 <0 W ..... N0 0 0 0 0 0 0 0 '" 0 0 0 N 0 0 0 :.. 0 N '" N N W :.., Co 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N C) IV N

~ ~ ~ :::;: ~ ~~ ~ ~ ~ ~ <0 0> C) C) C) C) ~ U1 ... ... ... ~ W W N N N N N

CD 0> ..... U1 ~ 0 N <0 0> C) U1 W N C) (.J1 W ... N 0> ..... U1 ~ W

'" '" :.., 0 N '" 0 N '" 0 :.., '" Co '" '" '" ;:; '" '" Co W Co W Co ... ~0 0 U1 0 U1 0 0 U1 W 0 U1 0 0 0 0 0 0 U1 0> 0 0 W .... 0>

..... ..... ..... ..... ..... C) C) U1 U1 ~ ~ .... W W W N N IV N ~ ~ ~ ~ ~ ~ ~... W ~ N 0 0> ..... C) ~ 0 CD ..... N 0> ..... C) U1 <0 ..... C) U1 U1 ~0> U1 0 CD C) ..... ..... 0> 0 W N 0> W C) ..... ..... U1 ... 0> ..... 0> <0 00 ..... ~ W U1 U1 N <0 0> C) CD N ""

C) IV W C) 0> 0> ..... 0> W N :-" ..... C)

:.., '" :.. '" <0 0 :.., Co '" :.., Co Co ~ '" :.. 0 Co W N '" :;. N :.., ~ N .....C) N ... CD ... C) 0 W N C) 0 .... ..... C) W 0 W C) N W W W

IV IV N N N N N N N ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0:.., '" '" '" '" '" :.. 0 ~ '" '" :.. :.. w 0 ~ (0 (0 :.., :.., '" '" '" '" ~W 0> ..... W <0 0 ..... ..... W 0 ..... W 0> c:; ... ..... W 0> N ... 0> ~... <0 IV W W <0 U1 C) ..... 0 N ... C) ... C) U1 CD U1 U1 ..... 0> U1 ... 0>

..... ..... .... ..... ::: C) C) U1 U1 ... ~ ... W W W IV IV N N ~ ~ ~ a, ~ ~ ~~ W W IV 0> 0> ..... U1 N 0 <0 0> IV 0> ..... C) U1 <0 ..... C) ~ ...

CD ... W "" <0 0 0 ... 0 W U1 ~ 0 ... .... to ~ .... U1 <0 0> ~ 0 '":.., ~ :.., (0 ~ ~ '" Co '" :.., 0 N ..... '" Co :.., 0 a, '" Co Co N ;:; '" :,.. W0> .... ... ~ W 0 <0 U1 N 0> C) W .... IV C) to IV C) 0 0 ..... .....IV N N N IV '" N N IV IV N IV IV N IV IV IV IV N IV IV N N IV N NC) C) C) C) C) C) '" 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> C) 0> 0> 0> 0> 0> 0> C)0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0>0> 0> 0> 00 00 00 00 00 0> 0> 00 00 00 0> 0> 00 00 0> 0> 0> 00 CO 00 00 00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

IV N N N IV IV N IV IV IV N N IV N IV IV IV N N N IV IV N N N N0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '" '" 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

~ ~ ~ ~ ~ ;;:; ~ ;:; ;:;N IV IV IV IV N <0 CD ~ <0 0> 0> .... ..... ..... ..... .... 0> C) '" C) C) C)<0 ..... ..... ~ ... N CD .... IV ~ ~ 0> IV 00 ..... 0> U1 0 0> C) U1 ... W NIV 00 W CD ... ~ W ~ <0 IV U1 ... W ... W 0 ~ ..... W W ... ... ...0 U1 ... U1 ..... '" 00 U1 0 "" 0 U1 U1 0> W U1 W C) CD <0 U1 C) :-"

'" 0 ~ '" 0 (0 W '" :.... '" Co ~ (0 0 N :.., Co :,.. W W '" :.. ~ '" :.., ;:;... W W U1 ..... W W ~ N '" W CD ..... W ..... 0> N 0> ..... N W 0

~ ~ ~ ~ ~ ~ ~ ;:; ;:;'" '" '" '" N N ~ to to ~ to 00 0> ..... ..... .... .... ..... C) 0> 0> C) C) C)CD .... ..... ~ ... N <0 ..... N ~ ~ 00 N 0> ..... 0> U1 0 00 0> U1 ... W IVIV 00 W <0 ... ~ W ~ CD IV U1 .... W ... W 0 (.J1 ..... W W ... ... ...0 '" :.. '" ~ W Co '" 0 ~ 0 ~ '" Co W '" W ~ '" (0 Co '" '" ~U1 0 '" C) 0 W C) ~ U1 00 CD W ..... CD U1 W ... C) ... 0> C) ....~ ~ ~ ~ ~ ~ ~ ;;:; ~ ;:; ;:;... ... ... W W W W ~ ':: CD CD to 0> 00 00 00 ..... ..... ..... ::: ..... 0> 0>~ 0 0 00 .... ... W 0 00 IV 0 ~ ..... 0 0> ~ W IV ..... U1 W 0 <0 00

0> 0 ..... ... 0> U1 W W IV ~ W ... 0> IV CD U1 U1 0> 0 CD <0 c:; :jIV W ..... :-" 0> ..... U1 IV ..... U1 0> IV 0 to IV 0> <0 W C) ... W w !"

'" '" '" :.., N :,.. :,.. N '" (0 :.., 0 '" Co '" N ~ '" '" N W :.., ~ W ~CD W W 'S> C) ..... 0> CD IV 0> 0 W N 0 0 0 C) U1 IV W 0> <0 <0 ....IV IV IV ~ ~ ~ CD 00 ..... 0> 0> U1 ... W W W IV N N ~ ~ ~ ~CD W 0 00 ~ ~ 0 <0 W 0> CD '" U1 ... ... ... CD ... 0 <0 ... 0 CD 0> 00 .....0> 00 CD 0 N ..... ... CD 00 00 ..... 0> 00 ... ~ 0 CD ~ 0 U1 0 ... 0> IV U10 W 0 IV 0 IV ..... ... (.J1 00 ..... ... 00 .... U1 ..... CD U1 U1 0> CD U1 IV ....CD 0> 0> IV 0> ... 0 ~ ~ 0 '" ~ '" 0 (0 ~ :,.. '" N 0 (0 :,.. '" '" Co '"'" '" (0 W W w '" <0 IV IV U1 W 00 W 0> CD U1 0> N N ... <0 0

U1 ... W W IV N ~ ~ ~ ~0 0 U1 0 U1 0 ..... N 0 CD 00 ..... 0> U1 ... ... W W N IV ~ ~0 0 0 0 0 0 U1 0 U1 0 0 0 0 0 0 U1 0 U1 0 U1 0 U1 ... W N ~0 '" 0 0 '" 0 0 0 '" '" '" 0 0 '" 0 0 0 0 '" 0 0 0 0 0 '" '"0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

~ ~ ~ ~00 U1 W ~ CD .... 0> U1 ... W W W IV N ~ ~ ~ ~00 0 ~ W ... U1 ~ 0> ..... c:; ... 0 0> N ~ ..... U1 W ~ CD ..... U1 U1 ~ ... ...0> <0 N W U1 00 W ~ ~ ::: ~ w ~ U1 U1 ..... c:; 00 U1 ..... WC) ?' !" (.J1 CD ... ~ IV ..... 0 "" IV 0 <0 W CD IV ... 0> 00N ~ cO cO ~ Co Co W Co :.., N :,.. Co ~ Co Co Co Co '" '" ~ 0 N W '"w U1 ..... W CD CD N 0 0 ..... 0 W 0 U1 N ..... 00 W W 0 CD NIV N N ~ ~ ~ ~<0 W 0 00 ~ IV 0 <0 00 ..... 0> 0> U1 ... ... ... W W W N N IV ~ ~ ~ ~C) 00 CD 0 '" ..... CD W 0> CD '" U1 00 ... ~ CD ... 0 CD ... 0 to 00 00 .....0 W 0 N 0 ... .... ... CD 00 00 ..... 0> .... ... 0 CD ~ 0 U1 0 ... 00 N U1<0 0> 0> N 0) N 0 ... (.J1 00 ..... .... 00 0 U1 ~ .... <0 U1 U1 C) to U1 N .....

'" :,.. (0 W W (0 '" ~ 0 '" ~ '" W (0 W :,.. '" N 0 (0 :,.. '" '" Co '"0> CD N W ..... W <0 N IV U1 0 0> 0 0> CD U1 0> N IV ... CD 0~ ~ ~W N 0 00 ..... ..... 0> U1 ... ... W W ~ N IV ~00 ~ U1 00 CD N ... .... CD N 00 ... CD U1 .....00 W ~ CD ~ CD W 00 W 0> 0> :::;: W IV 0..... 0> !" 0 CD 00 0> N ..... 0 IV ... .....W Co :,.. 0 N :.. '" :.., (0 :.... :.., N Co 0 W '" ~N 0 0> 0> C) W 0 ..... ... 0 CD ..... ... ..... CD_:... _:...

cJ, .),. W ~ _:... _:...C) ... N IV .... ... W a, W W IV... ~ CD C) 0 U1 ::: 0 ... N 00 0> ~ <0... IV U1 ... W 0> 00 .... 00 !" ..... N CDW W N Co N ~ W N '" Co '" :.., ~ '" N ::::U1 ...... ..... ..... ... CD N ... .... 0 .... N <0 W

_:... ~ cJ, cJ, W W W ~ ~.~ ... N N U1 U1 0> ....Co Co e" N Co '" W Co W Co ~ 0 :,.. '" '"~ 0 ~ U1 a a w 00 ..... 0 ... '" 0 ..... w ...co ..... 0> ... W 00 U1 ... CD CD N N C) 0

r~ ~ ro ro ~ ~ ~ ~ ~ ~ ~ ~ W W N N ~ ~ 0~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ W W N N ~ ~ 0 ~ ~ ro ro ~ ~~ ~ ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ ~ ~ ro W ~ N~ ~ 0 ~ N ~ ~ ~ ~ ~ 0 0 ~ ~ N ~ ~ ~ ~W ~ ~ ~ ~ ro 0 N ~ ~ ~ 0 W ~ ~ ~ ~ W -~ ~ ~ ~ ~ ~ ~ W ~ ~ ~ ro ~ ~ ~ ~ ~ W ~

~ N tv tv tv tv ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~W N N ~ 0 0 ~ 00 ~ ~ ~ ~ ~ ~ W N ~ ~~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ N ~ ~ ~ ~o ~ ~ ro ~ ~ ~ ~ N ~ W ~ ~ N ~ 00 ~ -~ N N N ~ ~ N ro N ~ ro ~ ~ ~ ~ 0 ~ ~

~~~~~~WWWNNNN~~~~ ~"~~~~wo~~N~~~~ro~~o~~3ffi~~ON~~~N~~~~~~~~W~~~~ ~ 0 ~ ~ ~ 00 N ~ ~ ~ 00 W ~ ~ ~ ~ ro 0

w w w W tv tv tv tv N N tv N tv ~ ~ ~ ~ ~N ~ ~ 0 ~ ro ~ ~ ~ ~ W N 0 ~ ro ~ ~ ~~ ~ ~ 0 0 0 ~ 0 0 0 0 0 ~ ~ ro ~ ~ ~o ~ ~ ~ ~ ~ ,~~ ~ W ~ 0 ~ ~ ~ ~ ro m~ ~ W ~ ~ ~ ~ ~ ~ ~ W N ~ ~ ~ N W ~

CWWWWNNNNNNNNN-lo......lt. ................... .....lt. r~N ~ ~ 0 ~ 00 ~ ~ ~ ~ W N 0 ~ ro ~ ~ ~ ~ ~.~~~OOO~ooooo~~ro~~~~ :nQ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3

cC;; 0; 0; 01 ~ ~ ~ w ~ ~ ~ ~ ~ <D <D (X) OJ"" -..J or~~ so ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ co ~ ce ~ ~ N o"s::~ ro 0 W W W ~ W ~ ~ 0 0 00 ~ N ~ ~ 00 ~ 0 ~~ co ~ 00 0 00 ~ N ~ ~ ~ ~ ~ ro co ~ N W N

.....It. .....It. .....lr. .....lr. .....lr. ...... ...... .....lr. .....lr. .....It. .....It. .....lr. .....lr.

~ ~ ~ ~ ~ ~ W W N N ~ ~ 0 co ~ 00 00~ ~ ~ 0 ~ 0 ~ 0 ~ 0 ~ 0 ~ ~ ~ ~ W~ ~ ~ ~ W ~ ~ W ~ N ~ 0 ro ~ W 00 ~

C

WWWWNNNNNNNNN.....lr......lt......lr......lr......lr......lr.rn!~N ~ ~ 0 co co ~ ~ en ~ W N 0 co 00 ~ ~ ~ ~ o"s::~ ~ 000 0 ~ 0 000 0 ~ ~ ro ~ m ~ ~ ~~ 00 ~ ro ~ ro N ~ co W ~ 0 ~ N ~ ~ ro ~ N

oCD

iil "36"-.0Q:::!.s::cE~ --l0" '"'o CDOJ enIIIm

'"~N~~ ..... ~CP~~"U"U"U~ ~ ~rr r0>;:::+;:::;:g-CO(b~

CD

~en

»en"0:::TIII;::;:

OJo23

."o.,I\)o~......II\)o

•

en-t»-tm:s::mz-to

••••••••••••••••••••••••••••••••••

~

'-'...,

'""""'-'

'"""~

'-'

'"'"'""~

'"'" blen

" CI'

'-'

'"'"'-''-'~

\.I

'-''-''-'

'"~'-''-''-'-'

CJ1 .j:>. w w f\.) ro ~ ~ ~ ~0 0 CJ1 0 CJ1 0 -..J CJ1 f\.) 0 (0 co -..J OJ CJ1 .j:>. .j:>. w w f\.) f\.) ~ ~ ~ ~ ~ ~0 0 0 0 0 0 CJ1 0 CJ1 0 0 0 0 0 0 CJ1 0 eJ1 0 CJ1 0 CJ1 .j:>. (..V f\.) ~ 0a a a a a a a a a a a a a 0 0 0 0 a a 0 a 0 0 0 a a 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

f\.) f\.) f\.) ~ ~ ~ ~(0 w 0 co CJ1 f\.) 0 (0 oc -..J OJ OJ CJ1 .j:>. .j:>. .j:>. w w w f\.) f\.) f\.) ~ ~ ~ ~ ~OJ co (0 0 ~ f\.) -..J (0 W OJ (0 N CJ1 co .j:>. ~ (0 .j:>. 0 (0 .j:>. 0 (0 co co -..J OJ0 W 0 f\.) 0 .j:>. -..J .j:>. (0 co co -..J OJ -..J .j:>. 0 (0 (0 0 CJ1 0 .j:>. (Xl f\.) CJ1 co(0 OJ 0 f\.) 0 f\.) !=' ~ ~ cc -..J .j:>. co 0 ell ~ -..J ~ ~ CJ1 CJ1 OJ (0 CJ1 f\.) -..J (0

CJ1 :",. (0 w w (0 CJ1 f\.) ~ a CJ1 t-J CJ1 W (0 W :",. CJ1 t-J a (0 .j:>. CJ1 OJ co CJ1 coOJ (0 ~ f\.) W -..J W ~ (0 f\.) f\.) ~ CJ1 0 (Xl 0 OJ (0 CJ1 OJ f\.) f\.) .j:>. (0 ~ 0 f\.)

.j:>. w f\.) f\.) f\.) ~ ~ ~ ~ ~f\.) .j:>. (0 CJ1 ~ -..J CJ1 .j:>. ~ 0 (0 (Xl -..J OJ OJ OJ CJ1 .j:>. .j:>. ~ W N f\.) f\.) f\.) f\.) f\.)f\.) 0 (Xl -..J CJ1 .j:>. W f\.) (0 (0 (0 (0 (0 (0 w ~ CJ1 (0 .j:>. CJ1 (Xl -..J OJ OJ CJ1 .j:>.(0 CJ1 0 ~ ~ ~ (Xl 0 ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ !=' 0 ~ ~ 0 ~ ~(0 t-J -..J OJ 0 0 0> 0> w f\.) f\.) w CJ1 -..J ~ (0 f\.) (0 OJ 0 (Xl OJ CJ1 W :",. a :",..j:>. ~ 0 f\.) CJ1 0 CJ1 0 ~ (0 f\.) f\.) ~ OJ .j:>. 0 ~ .j:>. ~ ~ CJ1 W ~ (Xl 0 -..J 0

f\.) f\.) ~ ~ ~ ~OJ ~ (Xl OJ W 0 (0 (Xl OJ CJ1 .j:>. .j:>. w w f\.) f\.) f\.) ~ ~ ~ ~(0 CJ1 (Xl ~ .j:>. -..J .j:>. ~ -..J .j:>. (0 w (Xl f\.) -..J .j:>. f\.) (0 OJ W ~ (Xl -..J -..J OJ OJ CJ1~ OJ :-J -..J (Xl (0 .j:>. ~ OJ ~ !=' ~ ~ -..J .j:>. -..J 0 f\.) ~ ~ ~ .j:>. (Xl w (Xl f\.) -..J~ CJ1 ~ (Xl i:J1 t-J i:J1 ~ (Xl w ~ (Xl 0> ~ a CJ1 t-J (0 -..J ~ 0> t-J (Xl :",. a 0> t-J(Xl (0 -..J (Xl 0 (Xl CJ1 -..J .j:>. (0 OJ (0 .j:>. f\.) OJ (Xl (0 0 0 OJ .j:>. OJ OJ OJ OJ W

f\.) f\.) f\.) ~ ~ ~ ~(0 w 0 (Xl CJ1 f\.) 0 (0 (Xl -..J OJ OJ CJ1 .j:>. .j:>. .j:>. w w w f\.) f\.) f\.) ~ ~ ~ ~ ~OJ (Xl (0 0 ~ f\.) -..J (0 W OJ (0 f\.) CJ1 (Xl .j:>. w (0 .j:>. 0 (0 .j:>. 0 (0 (Xl (Xl -..J OJ0 (..V 0 f\.) 0 .j:>. -..J .j:>. (0 ~ ~ -..J 0 -..J ~ ~ 0 ~ ~ !=' ~ 0 ~ (Xl f\.) ~ ~(0 OJ OJ t-J OJ w a :",. CJ1 (Xl -..J :",. (Xl a OJ ~ -..J (0 ~ CJ1 CJ1 0> (0 CJ1 f\.) -..J (0OJ CJ1 (0 W W 0 CJ1 f\.) f\.) 0 CJ1 f\.) OJ W 0 W CJ1 OJ W ~ (0 .j:>. CJ1 -..J (Xl CJ1 (Xl

~ ~ ~ ~(Xl CJ1 W ~ (0 -..J OJ CJ1 .j:>. W W W f\.) f\.) ~ ~ ~ ~ ~(Xl 0 f\.) w .j:>. CJ1 OJ OJ -..J (Xl .j:>. 0 OJ f\.) (0 -..J CJ1 W ~ (0 -..J CJ1 CJ1 CJ1 .j:>. .j:>. .j:>.0 ~ ~ f\.) (..V CJ1 ~ (Xl (..V ~ w ~ :-J ~ ~ (..V ~ ~ ~ -..J ~ ~ ~ ~ -..J (..V 0OJ OJ a CJ1 (0 CJ1 :..... t-J -..J a ~ ~ ~ ~ (Xl f\.) f\.) 0 (0 w ~ (0 f\.) :",. OJ (Xl 0f\.) f\.) f\.) f\.) CJ1 0 (Xl .j:>. (0 -..J ~ f\.) CJ1 (0 ~ (0 0 (0 (0 -..J OJ -..J 0 f\.) .j:>. OJ OJ

CJ1 .j:>. ~ w w f\.) f\.) ~ ~ ~ ~ ~ ~(0 -..J OJ 0 .j:>. ~ (0 OJ CJ1 W f\.) ~ (0 (Xl (Xl -..J OJ OJ CJ1 .j:>. .j:>. w w w w wf\.) OJ ~ 0 f\.) .j:>. CJ1 (Xl -..J W (0 CJ1 ~ -..J (Xl OJ (Xl (0 ~ (Xl ~ 0 (Xl -..J OJ CJ1 W~ :-J ~ ~ (Xl ~ ~ (0 -..J -..J ~ W ~ ~ !'V ~ ~ ~ ~ ~ ~ :-J ~ ~ -..J(0 W W .j:>. t-J CJ1 ~ (Xl a OJ i:J1 (Xl -..J 0 f\.) f\.) :",. (0 f\.) 0 ~ t-J (0 ~ CJ1 i:J1 (0~ 0 (Xl OJ -..J (0 ~ .j:>. .j:>. 0 0 .j:>. ~ OJ 0 OJ (0 f\.) CJ1 ~ (Xl (Xl ~ .j:>. OJ 0 OJ(0 -..J OJ CJ1 .j:>. W W f\.) f\.) ~ ~ ~ ~ ~.j:>. CJ1 OJ OJ -..J -..J W (Xl W (0 ::!. CJ1 w ~ (0 (Xl -..J OJ CJ1 .j:>. W f\.) f\.) f\.) f\.) f\.) f\.)w .j:>. 0 OJ ~ -..J 0 ~ OJ 0 f\.) w .j:>. CJ1 OJ -..J -..J -..J (Xl (0 (0 -..J CJ1 W ~ 0(..V (Xl ~ f\.) (0 -..J CJ1 (Xl CJ1 CJ1 CJ1 ~ CJ1 ~ OJ 0 CJ1 (0 OJ !=' ~ 0 -..J (Xl ~ 0~ a ~ 0> ~ :",. (0 t-J (0 W i:J1 0> -..J (0 0 :",. (0 :",. (0 (Xl (Xl (Xl 0 ~ t-J w wf\.) (Xl 0 0 OJ (0 f\.) 0 CJ1 OJ CJ1 0 .j:>. CJ1 -..J CJ1 (Xl OJ .j:>. .j:>. f\.) OJ f\.) 0 0 ~ ~CJ1 .j:>. ~ w w f\.) f\.) ~ ~ ~ ~ ~ ~(0 -..J OJ 0 .j:>. ~ (0 OJ CJ1 W f\.) ~ (0 (Xl (Xl -..J OJ OJ CJ1 .j:>. .j:>. w w w w wf\.) OJ (Xl 0 f\.) .j:>. CJ1 (Xl -..J W (0 CJ1 ~ -..J (Xl OJ (Xl (0 ~ (Xl (0 0 (Xl -..J OJ CJ1 W~ -..J ~ .j:>. ~ (Xl ~ (Xl (0 -..J :-J .j:>. (..V .j:>. (0 f\.) ~ (0 (Xl ~ ~ ~ ~ :-J ~ ~ -..J(0 W W :",. t-J i:J1 ~ (Xl a 0> CJ1 (Xl -..J a t-J t-J :",. (0 t-J a :..... t-J (0 ~ CJ1 i:J1 (0~ 0 (Xl OJ -..J CD ~ .j:>. .j:>. 0 0 .j:>. ~ OJ 0 OJ (0 f\.) CJ1 ~ (Xl (Xl ~ .j:>. OJ 0 OJ

W W f\.) f\.) ~ ~ ~ ~-..J ~ OJ f\.) (Xl ~ w ~ (0 -..J OJ OJ (}1 .j:>. W W W f\.) f\.) ~ ~ ~ ~ ~-..J .j:>. OJ (Xl f\.) w .j:>. OJ (Xl ~ w (}1 (Xl .j:>. 0 -..J ~ (0 CJ1 ~ ~ 0 (0 (Xl (Xl(..V ~ !'V ~ -..J 0 !'V 0 :-J !'V OJ 0 .j:>. (Xl (..V OJ (Xl !=' ~ OJ -..J 0 f\.) (}1 -..J !='f\.) f\.) 0 0 (0 CD W .j:>. (}1 ~ t-J t-J t-J w OJ (}1 W ~ (0 -..J W (0 ~ (Xl t-J -..J ~(}1 w .j:>. .j:>. 0 CD -..J (Xl (Xl .j:>. f\.) .j:>. CD (Xl W (Xl CD (Xl -..J .j:>. W .j:>. .j:>. (Xl f\.) f\.)

f\.) f\.) f\.) ~ ~ ~ ~CD W 0 (Xl ~ f\.) 0 CD (Xl -..J OJ OJ (}1 .j:>. .j:>. .j:>. w w w f\.) f\.) f\.) ~ ~ ~ ~ ~OJ (Xl CD 0 f\.) -..J CD W OJ CD f\.) (}1 (Xl t ~ CD .j:>. 0 (0 .j:>. 0 (0 (Xl (Xl -..J OJ!=' (..V 0 f\.) 0 ~ -..J .j:>. CD (Xl ~ -..J OJ -..J 0 ~ ~ 0 ~ !=' ~ (Xl f\.) (}1 (Xl

CD OJ OJ t-J OJ w 0 :",. i:J1 (Xl -..J :",. (Xl a 0> :..... -..J CD ~ (}1 CJ1 OJ CD CJ1 t-J -..J (0OJ (}1 CD W W 0 (}1 f\.) f\.) 0 CJ1 f\.) OJ W 0 W (}1 OJ W ~ (0 .j:>. CJ1 -..J (Xl CJ1 (Xl

~ ~ ~ ~(Xl (}1 w ~ (0 -..J OJ CJ1 .j:>. W W W f\.) f\.) ~ ~ ~ ~ ~(Xl 0 f\.) w .j:>. (}1 ~ OJ -..J ~ .j:>. 0 OJ f\.) ~ -..J (}1 W ~ CD -..J (}1 CJ1 (}1 .j:>. .j:>. .j:>.OJ ~ ~ !'V w (}1 (Xl (..V (..V ~ :-J ~ (..V .j:>. ~ CJ1 :-J ~ ~ CJ1 ~ :-J (..V !='0> OJ a CJ1 (0 i:J1 :..... t-J -..J a ~ ~ ~ ~ (Xl f\.) t-J 0 (0 w ~ (0 t-J :",. OJ (Xl 0f\.) f\.) f\.) f\.) CJ1 0 (Xl .j:>. (0 -..J ~ f\.) (}1 CD ~ CD 0 CD (0 -..J OJ -..J 0 f\.) .j:>. OJ OJ

f\.) f\.) f\.) ~ ~ ~ ~CD W 0 (Xl ~ f\.) 0 (0 (Xl -..J OJ OJ (}1 .j:>. .j:>. .j:>. w w w f\.) f\.) f\.) ~ ~ ~ ~ ~0 ~ CD 0 f\.) :-J (0 (..V OJ (0 f\.) ~ ~ .j:>. (..V ~ (}1 0 ~ ~ !=' (0 (Xl (Xl :-J 0~ w a t-J a :",. -..J :",. (0 (Xl (Xl -..J OJ -..J :",. ~ 0 a (0 0 CJ1 0 i:J1 (Xl f\.) (}1 (00 OJ -..J f\.) OJ W ~ .j:>. (}1 (Xl (Xl .j:>. CD 0 OJ ~ -..J 0 ~ (}1 OJ OJ 0 OJ W (Xl 0

~ ~ ~ ~(Xl CJ1 W ~ CD -..J OJ (}1 .j:>. w w w f\.) f\.) ~ ~ ~ ~ ~(Xl 0 !'V w .j:>. (}1 0 OJ -..J ~ ~ !=' OJ !'V ~ :-J (}1 (..V ~ (0 -..J CJ1 CJ1 CJ1 ~ ~ ~0> (0 ~ t-J :",. i:J1 ~ (Xl w ~ ~ ~ ::!. CD ~ W :",. CJ1 0> -..J (Xl (0 i:J1 ~ -..J W 0OJ OJ 0 (}1 0 CJ1 f\.) f\.) (Xl ~ f\.) (Xl w f\.) ~ 0 .j:>. f\.) 0 f\.) .j:>. OJ (0 ~

CJ1 .j:>. .j:>. w w f\.) f\.) ...... ~ ...... ...... ~ ......CD -..J ...... OJ 0 .j:>. ~ (0 OJ (}1 W f\.) ~ CD (Xl (Xl -..J OJ OJ (}1 .j:>. .j:>. w w w w w!'V 0 (Xl 0 !'V .j:>. (}1 (Xl -..J (..V (0 (}1 ~ -..J (Xl OJ ~ CD ~ ~ ~ 0 ~ :--J OJ ~ (..V~ -..J ...... :",. ~ (Xl :",. (Xl (0 -..J ~ :",. w ~ (0 f\.) ~ (0 (Xl ~ ...... ~ (0 -..J :",. ~ (XlCD W .j:>. CJ1 W OJ ~ (Xl 0 OJ CJ1 (Xl -..J f\.) W (}1 CD W 0 f\.) w CD ...... OJ CJ1 0

W W f\.) f\.) ~ ~ ~ ......-..J 0 0> f\.) (Xl (}1 w ...... (0 -..J 0> 0> (}1 .j:>. w w w f\.) f\.) ~ ~ ~ ...... ......-..J ...... .j:>. 0> ~ ~ f\.) w .j:>. 0> (Xl ~ w ~ ~ ~ 0 :--l w (0 (}1 ~ ...... !=' (0 (Xl (Xlw (0 t-J i:J1 -..J :..... t-J 0> -..J t-J 0> a :",. (Xl w OJ (Xl 0 f\.) :",. 0> ~ a f\.) (}1 -..J af\.) f\.) 0 0 (0 0 .j:>. (}1 0> ~ f\.) f\.) w .j:>. 0> 0> .j:>. f\.) 0 -..J W (0 .j:>. (Xl W -..J ~

••••• THEORITICAL REQUIREMENT OF MATERIALS BUILDING

• EXCAVATION

•••••••••••••••••••••••••••••

Sr. Item Unit Rubble in M3 Over size Sandin Quarry inNo. metal inM3 M3 spaul in

M3

1 Providing trap rubble M3 1.00 - - 0.20soiling 15 to 20cm thick

2 Providing soiling using M3 1.00 0.15 -80mm over size trap metal

PILE FOUNDATIONSr. Item Unit Cement Sand in M3No.

1 M-20 RCC cast in situ bored piles M3 8.00 bags 0.425

PLAIN CEMENT CONCRETE AND REINFORCED CEMENT CONCRETESr. Item Unit Cement Screened Course AggreagateNo. in bags sand in M3 40mm in M3 20mm in 12110mm

MJ in M3

1 Plain cement concrete M3 2.60 0.47 0.7 0.24 -1:5:10



4 Plain cement concrete M3 6.40 0.445 0.7 0.22 0.111:2:4

5 M-10 grade cement M3 4.40 0.47 0.7 0.24 -concrete

6 M-15 grade PCC M3 6.00 0.44 0.56 0.22 0.117 M-20 grade PCC M3 7.00 0.425 0.56 0.22 0.118 M-15 grade cement M3 6.00 0.425 - 0.67 0.22

concrete9 M-20 grade cement M3 7.00 0.425 - 0.57 0.28

concrete10 M-25 cement concrete M3 7.50 0.425 - 0.57 0.2811 M-30 grade cement M3 8.00 0.425 - 0.57 0.28

concrete12 M-35 grade cement M3 8.25 0.425 - 0.57 0.28

concrete13 P & F RCC Jali 50mm thick M2 0.06 - - - -

14 P & L 50mm thick cement M2 0.22 0.06 - - -mortar layer in 1:8proportionM-40 grade M3 8.50

3'7

BRICK MASONARYSr. Item Unit Cement in Screened Bricks M.S. barsNo. bags sand in M3 in Nos in Kg.

1 First class brick masonary in eM 1:6 in M3 1.24 0.25 475 -plinth of inner wall! external wall.

2 Second class brick work in eM 1:6 in M3 1.58 0.32 475 -foundation and plinth of inner wall!external wall.

3 Second class brick work in eM 1:4 with M3 1.42 0.254 475 -pointing in eM 1:3 to exposed faces.

4 First class brick work in eM 1:6 in M3 1.24 0.25 475 -Supersturcture

5 Second class brick work in eM 1:6 in M3 1.58 0.32 475 -superstructure

6 Second class brick work in eM 1:8 in M3 1.12 0.32 475 -superstructure

7 Second class brick work in eM 1:6 as M3 1.58 0.32 475 -backing in composite masonary

8 Second class half brick masonary in eM M2 0.255 0.034 57 1.761:4 with 6mm diameter M.S. Bars

9 Second class brick masonary in eM 1:3 for M2 0.21 0.021 38 1.32edge masonary with 6mm dia meter M.S.Bars

10 First class brick masonary in eM 1:4 for M3 2.60 0.25 475 -pillars rectangular in shape

11 First class brick masonary in eM 1:4 for M3 2.60 0.25 616 -pillars curved in shape

12 Second class brick masonary in eM 1:4 for M3 2.60 0.25 475 -pillars rectangular in shape

13 Second class brick masonary in eM 1:4 for M3 2.60 0.25 616 -pillars curved in shape

14 Second class brick masonary coping in M3 1.24 0.25 475 -eM 1:6

15 Fire brick masonary in fire clay 1:5 M3 - - 480 Fire clay inproportion Mortar in

M3 0.10

•••••••••••••••••••••••••••••••••••

Stone masonarySr. Item Unit Cement in Screened Trap Cornerl RemarkNo. bags sand in M3 Rubble Quins in

in M3 Nos

1 UCR masonary in CM 1:6 in foundations M3 1.70 0.35 1.16 2and plinth of inner walls/external walls

2 UCR masonary in CM 1:3 in basement M3 2.05 0.35 1.16 2

3 UCR masonary in CM 1:6 in Super M3 1.70 0.35 1.16 2structure

4 Random rubble masonary in CM 1:6 in M3 1.70 0.35 1.16 2foundation

5 Random rubble masonary in CM 1:6 in M3 1.70 0.35 1.16 2Superstructure

6 Random rubble masonary 1st sort in CM M3 1.70 0.35 1.16 21:6 in external walls of plinth

7 Random rubble masonary 1st sort in CM M3 0.70 0.35 1.16 21:6 in Supersturcture

8 CR masonary 3rd sort in CM 1:6 in Plinth M2 1.70 0.35 1.16 2

9 CR masonary 3rd sort in CM 1:6 in M2 1.70 0.35 1.16 2Supersturcture

Sr. Item Unit Cement Screened Trap Cornerl Trap KhandkiNo. in bags sand in M3 Rubble in Quins in Header in in Nos

M3 Nos Nos

10 CR masonary 2nd sort in M3 1.70 0.35 0.35 2 7 50CM 1:6 in plinth

11 CR masonary 2nd sort in M3 1.70 0.35 0.35 2 7 50CM 1:6 in Supersturcture

12 CR masonary 1st sort in M3 1.50 0.30 0.35 2 7 50CM 1:6 in plinth

13 CR masonary 1st sort in M3 1.50 0.30 0.35 2 7 50CM 1:6 in Supersturcture

14 CR masonary 2nd sor M3 1.70 0.35 0.35 2 7 50using all stones of fulheight in each coarse irCM 1:6 in Plinth

15 CR masonary 2nd sor M3 1.70 0.35 0.35 2 7 50using all stones of fulheight in each coarse irCM 1:6 in Superstructure

Sr. Item Unit Cement in Screened sand in M3 Laterite stone 45 xNo. bags 30 x 20 cm in Nos

16 Laterite masonary in CM 1:6 in foundations M3 1.02 0.21 45

17 Laterite masonary in eM 1:6 in M3 1.02 0.21 45Supersturcture

WATER PROOFING TREATEMENTSr. Item Unit Cement Screened Course AggreagateNo. in bags sand in M3

20mm in M3 12/10mm in M3

1 50mm thick damp proof M2 0.32 0.022 0.033 0.04coarse in CC 1:2:4

2 20mm thick integral M2 0.18 0.020 -finishing in CM 1:3

BrickBat

3 W.P. to terrace 112mm M2 0.55 0.07 0.080 -thick

4 W.P. of BB coba to water M3 4.00 0.23 1.00 -closet

5 20mm thick water proof M2 0.22 0.024 - -plaster in 1:3 for dado

6 25mm thick water proof M2 0.27 0.028 - -bedding in CM 1:3

Sr.No.

ItemPLASTERING & POINTING

Unit Cement inbags

Screenedsand in M3

Fine aggregate inM3

Remark

1 6mm plaster in eM 1:42 6mm plaster in eM 1:33 12mm plaster in single coat in eM 1:54 12mm plaster in single coat in eM 1:45 12mm plaster in single coat in eM 1:36 20mm cement plaster in eM 1:3 in single coat

7 20mm cement plaster in eM 1:5 in two coat

8 20mm cement plaster in eM 1:4 in two coat

9 25mm thick plaster in eM 1:4 in two coat

10 Sand faced plaster in eM 1:4 in two coats

11 Rough cast plaster in two coats in eM 1:4

12 Rough cast plaster in two coats in eM 1:4 withcolour pigment

13 Exterior stone crete facing in eM 1:3

14 Flush grooved pointing eM 1:3 to brickmasonary

15 Flush grooved pointing in eM 1:3 to stonemasonary

16 Tuck pointing in eM 1:3 to stone masonary

17 Weathered pointing in eM 1:3 to stonemasonary

18 Vee pointing in eM 1:3 to stone masonary

19 Flush pointing in eM 1:3 to stone masonary

0.0540.070.0900.110.140.228

0.14

0.17

0.217

0.25

0.25

0.250

0.300

0.030

0.025

0.050

0.040

0.030

0.025

370, .

0.00760.00760.0150.0150.0150.024

0.025

0.025

0.031

0.033

0.021

0.021

0.015

0.003

0.003

0.005

0.004

0.003

0.003

0.012

0.012

0.015

•

•••••••••••••••••••••••••••••••••••

PAVING AND FLOORINGSr. Item Unit Cement in bags Screened Sand inNo. M3

1 Rough shahabad flooring 25 to 30mm thick on bed of M2 0.135 0.0221:6 CM with CP 1:3




5 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.135 0.02230mm thick on bed of 1:6 CM

6 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.135 0.02230mm thick on bed of 1:6 CM with kadappa border

7 Polished shahabad/tandur/kotah stone flooring 25 to M2 0.185 0.02230mm thick for dado on 1:4 cement mortar plaster

Sr. Item Unit Cement in Screened sand in M3 MetalNo. bags

20mm in 12/10mmM3 inM3

8 IPS flooring in 1:2:3 proportion 40mm thick M2 0.334 0.020 0.023 0.007




Sr. Item Unit Cement in bags Screened Sand inNo. M3

12 Plain cement tile 25 x 25 cm flooring on bed of 1:6 M2 0.135 0.02cement mortar

13 Plain cement tiles for dado and skirting on 1:4 cement M2 0.185 0.02mortar plaster

14 Plain coloured cement tiles for flooring on bed of 1:6 M2 0.135 0.02CM

15 Plain coloured cement tiles for dado on plaster of 1:4 M2 0.185 0.02cement mortar

16 White glazed tiles 150 x 150 mm for flooring on 1:4 M2 0.20 0.02CM

17 White glazed tiles 150 x 150 mm for dado on 1:4 M2 0.20 0.02cement mortar plaster

371

Sr. Item Unit Cement in bags Screened Sand inNo. M3

18 Coloured glazed tiles 150 x 150 mm for flooring on M2 0.20 0.02bed of 1:4 CM

19 Coloured glazed tiles of 150 x 150 mm for dado on 1:4 M2 0.20 0.02cement mortar plaster

20 Gray / White cement based marble mosaic tiles for M2 0.135 0.02dado and skirting on 1:4 cement plaster

21 Gray / White cement base marble mosaic tiles for M2 0.185 0.02dado and skirting on 1:4 cement plaster bed

22 P & L Machine cut marble slab 60 x 45 cm flooring on M2 0.135 0.0221:6 cement mortar bed

23 P & L Machine cut marble slab dado and skirting on M2 0.185 0.021:4 cement mortar plaster

Sr. Item Unit Cement in Screened Crushed metal 1211Omm inNo. bags sand in M3 M3

24 P & L in situ cement marble mosaic 10mm M2 0.20 0.0136 0.0272thick for flooring ""Sr. Item Unit Cement in bags Screened Sand in

No. M3

25 Providing and laying in situ cement mosaic dado and M2 0.20 0.02skirting 6mm thick on plaster in CM 1:3

26 P & L flooring of Tukda mosaic/china mosaic (broken M2 0.30 0.024mosaic tile pieces) on bed of 1:4 cement mortar

27 P & L polished shahabad/ tandur kotah stone slab for M2 0.185 0.02treads and risers on bed of 1:4 CM

28 Polished shahabad stone 40 to 50 mm for treads and M2 0.185 0.02risers in CM 1:4

29 Plain cement tiles/plain coloured cement tiles for M2 0.185 0.02treads and risers on bed of 1:4 CM

30 Marble mosaic tiles for treads and risers on bed of 1:4 M2 0.185 0.02cement mortar

31 Marble slabs 20mm thick for treads and risers M2 0.185 0.0232 Rough shahabad stone 40 to 50 mm for sills on bed of M2 0.185 0.02

1:4 CM33 Polished shahabad tandur/kotah/kadappa stone 40 to M2 0.185 0.02

50 mm thick sill on bed of 1:4 CM34 Providing sills of precast marble mosaic tiles on bed of M2 0.185 0.02

1:4 CM

35 White marble slabs dado and skirting M2 0.185 0.02

372.

•••••••••••••••••••••••••••••••••••

36 35mm thick precast polished chequered tiles I M2 0.16 0.02colored cement tiles and treads and plain cementtiles for risers

37 Polished chequered marble mosaic tiles 20 x 32 cm M2 0.16 0.02size for flooring I treads

38 Marble/Kadappa/tandur stone partition for urinals M2 0.05 0.005

39 White glazed tiles I colour glazed tiles of 200 x 100mm M2 0.22 0.02for flooring on 1: 4 eM

40 White glazed / colour glazed tiles of 200 x 1OOmmfor M2 0.21 0.02dado and skirting

41 25mm thick polished kadappa sills on bed of M2 0.04 0.021:4 eM

42 30 x 30 em ceramic tile flooring on bed of 1:4 eM M2 0.20 0.017

Bd - W. Miscellaneous

Sr. Item Unit Cement in Screened Crushed metalNo. bags sand in 12/10mm in M3

M3

1 Guiniting by dry mix process in 1:3 1/2 eM for ceiling(A) and soffit

a) 20mm thick M2 0.23 0.028 -b) 25mm thick M2 0.29 0.035 -c) 40mm thick M2 0.46 0.056 -d) 50mm thick M2 0.576 0.070 -

(8) Guiniting by dry mix process in 1:3 1/2 eM for beams

a) 20mm thick M2 0.237 0.028 -b) 25mm thick M2 0.296 0.036 -c) 40mm thick M2 0.472 0.057 -d) 50mm thick M2 0.600 0.072 -

(e) Guiniting by dry mix process in 1:3 1/2 eM for columns

a) 20mm thick M2 - . -b) 25mm thick M2 0.256 0.034 -c) 40mm thick M2 0.444 0.054 -d) 50mm thick M2 0.550 0.067 -

(1) Vertical surfaces other than columns in 1:3 1

eMa) 20mm thick M2 0.206 0.025 -b) 25mm thick M2 0.257 0.031 -c) 40mm thick M2 0.411 0.050 -d) 50mm thick M2 0.514 0.062 -

2 P & E 1.50m high wire fencing wire fencing with 7 M 0.132 0.018 0.036rows of bar bed wire fencing with MS angles at 2.50 Mclc in cc 1:4:8 blocks of 45 x 45 x 45em

3 P & E 1.50m high wire fencing wire fencing with M 0.132 0.018 0.036rows of bar bed wire fencing with wooden rouncbullies

4 P & E chain line fencing with CC 1:4:8 blocks of 45 x M 0.310 0.042 0.08545 x 45em at 1.75m dc

Bd - V. Water Supply & SanitarySr. Item Unit Cement in Sandin Bricks in Metal inNo. bags M3 Numbers M3

1 Water meter chamber in brick masonary with cement No. 0.52 0.103 134 0.025plaster 15mm dia to 100mm dia

2 45em wide steel ladder with CC 1:2:4 block of 60 x 30 No. 0.35 0.024 - 0.048x30cm

3 Indian type W.C. pan No. 0.20 0.02 - -

4 Orissa type W.C. pan No. 0.25 0.018 - -5 European typeW.C. pan No. 0.25 0.035 - -6 Renewing Indian type W.C. pan No. 0.25 0.035 - -7 Full stall type urinal No. 0.10 0.01 - -8 Lipped flat back type urinal No. 0.10 0.01 - -

9 Half round white glazed No. 0.15 0.02 - 0.02

10 Half round salt glazed stone ware pipe in brick M 0.10 0.02 31 -masonary

11 White glazed earthenware wash hand basin No. 0.10 0.01 - -

12 White glazed earthenware sink No. 0.10 0.01 - -

13 Nahani trap 8 em or 10em dia No. 0.10 0.01 - -14 Gully trap 15 x 10 cm with brick chamber No. 0.55 0.08 52 0.0515 Brick masanory inspection chamber 60 x 45 cm and No. 2.33 0.35 350 0.194

60em depth with cement plaster

16 Brick masanory inspection chamber 90 x 45 cm and No. 3.53 0.54 527 0.360em depth with cement plaster

17 Intercepting trap chamber 90 x 45 em with brick No. 3.90 0.57 450 0.45masonary with cement plaster

18 Circular manhole 45cm diameter at top and 90em at No. 6.70 - - -bottom and 1.80 to 2.70m depth with cement plaster

374

•••••••••••••••••••••••••••••••••••

Sr. Item Unit Cement in bagsNo.

19 Cast iron rain water pipe 75/100/150mm dia M 0.003

20 Asbestos cement rain water pipe 100/150mm dia M 0.005

21 Cast iron soil/waste water/vent pipe of 80/100/150mm dia M 0.007

22 Asbestos cement soil/waste water/vent pipe of 75/100/150 mm dia M 0.007

23 Salt glazed stoneware pipe 100mm dia M 0.035



315

THEORITICAL REQUIREMENT OF MATERIALS OF BLACK TOP ROAD ITEMS(AS PER STANDARD SPECIFICATIONS)

Sr. Item Unit Asphalt in Kg Coarse AggregateNo 40mm in 25mm 20mm 12mm 10mm 6mm

3 inm 3 in m3 in m3 in m3 in m3m

1 Providing SOmm thick full grout 100 M2 Dose SOO.OO 6.00 - - 1.50 1.20 -with seal coat Seal coat 125.00

Total 62S.002 Providing SOmm thick semi frout 100 M2 Dose 27S.00 6.00 - - 1.S0 1.20 -

with seal coat Seal coat 125.00Total 400.00

3 Providing 40mm thick premix 100 M2 304 - 2.45 - 2.73 - 0.60carpet

4 Providing 2Smm thick premix 100 M2 20S - - 1.8S - 1.20 0.60carpet

5 Providing 20mm thick premix 100 M2 156 - - - 1.83 0.90 0.1Scarpet

6 Single coat surface dressing on 100 M2 200 - - - 1.50 - -WBM surface

7 Single coat surface dressing on 100 M2 125 - - - 1.0S - -BT surface

8 Two coat surface dressing 100 M2 Dose 22S.00 - - - 1.80 1.00 -Seal coat 12S.00Total 3S0.00

9 Bituminious liquid seal coat 100 M2 98 - - - - - 0.90

10 SOmm thick special grou 100 M2 Tack coat 73.50 - - - 1.80 0.90 -bituminious surface including Dose 40.00tack coat and seal coat Seal coat 97.50

Total 611.0011 Tack coat on WBM surface 100 M2 100 - - - - - -

12 Tack coat on BT surface 100 M2 50 - - - - - -13 Emulsion tack coat on WBM 100 M2 35 - - - - - -

surface14 Emulsion tack coat on BT 100 M2 25 - - - - - -

surface15 2Smm thick hot mix hot laid 100 M2 209 - - 1.85 - 1.20 0.60

carpet16 20mm thick hot mix laid 100 M2 146 - - 1.83 - 0.90 0.1S

carpet(open graded premixcarpet)

HBMetal40mmin

M317 a) 7Smm thick bituminious bound 100 M2 250 9.00 - 1.5 1.80 - -

macadam surface on BT surface

b) On WBM surface 100 M2 200 9.00 - 1.5 1.80 - -18 Granular sub-base M319 Shoulder drain M

•••••••••••••••••••••••••••••••••••

THEORITICAL MATERIAL REQUIREMENTAS PER STANDARD SPECIFICATIONS

(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIXBRIDGE AND C.D. WORKS

Sr. Item Unit Cement Screened Course AggreagateNo. in bags sand in

MJ 40mm in 20mm in 12/10mMJ MJ min MJ

1 Plain cement concrete 1:5:10 M3 2.60 0.47 0.94 - -

2 Plain cement concrete 1:4:8 M3 3.40 0.47 0.94 - -3 Plain cement concrete 1:3:6 M3 4.40 0.47 0.70 0.24 -4 Plain cement concrete 1:2:4 M3 6.40 0.445 - 0.67 0.225 M-10 grade concrete M3 4.40 0.47 0.70 0.24 -6 M-15 grade concrete M3 6.00 0.445 - 0.67 0.227 M-20 grade concrete M3 7.00 0.445 - 0.67 0.228 M-25 grade concrete M3 7.50 0.445 - 0.67 0.229 M-30 grade concrete M3 8.00 0.425 - 0.57 0.2810 M-35 grade concrete M3 8.25 0.47 - 0.57 0.2811 Cast in situ abutment and piers in M3 4.40 0.47 0.70 0.57 -

M-1012 Cast in situ abutment and piers in M3 6.00 0.47 0.70 0.24 -

M-1513 Cast in situ abutment and piers in M3 7.00 0.47 0.70 0.24 -

M-2014 Cast in situ abutment and piers in M3 3.90 0.40 0.55 0.24 0.15

M-10 with 15% plum15 Cast in situ abutment and piers in M3 5.80 0.40 0.55 0.24 0.15

M-15 with 15% plum

Sr. Item Unit Cement Screened Trap Cornerl Trap KhandkiNo. in bags sand in Rubble Quins in Header in Nos

M3 in M3 Nos in Nos16 CR masonary in CM 1:5 fo M3 2.90 0.28 12 - 0.17 110

parapet with Khandki facing andpointing in CM 1:3

17 Rubble filling behind the abutment M3 - - - - 1.00 - Gravel

18 Trap rubble filling in foundation M3 - - - - 1.00 inM3 0.33

19 Providing Khandki paving of 23cm M3 1.21 0.15 40mm Khandkithick in 1:3 cement mortar over crushed in Nos 515cm bed of CC 1:4:8 and poitin!;J metal inin CM 1:3 m3 0.141

371

RCC PIPESSr. Item Unit Cement Sand in Weight of pipe inNo. in bags M3 kg./m.

NP-2 NP-3pipes pipes

1 P & L cc pipes of NP-~class/ IRe pipes of NP-..:classi) 80mm 0 M - - 20 -

ii) 100mm 0 M - - 24 -

iii) 150mm 0 M - - 33 -

iv) 250mm 0 M - - 52 -

v) 300mm 0 M - - 75 -

vi) 350mm 0 M - - 92 240

vii) 400mm 0 M - - 104 269

viii) 450mm 0 M 0.12 0.009 128 297

ix) 500mm 0 M - - 141 325

x) 600mm 0 M 0.16 0.011 193 410

xi) 700mm 0 M - - 223 470

xii) 800mm 0 M 0.188 0.012 287 604

xiii) 900mm 0 M 0.22 0.0154 358 754

xiv) 1000mm 0M 0.25 0.017 438 829

xv) 1100mm 0M - - 525 1054

xvi) 1200mm 0M 0.26 0.018 620 1140

318

•••••••••••••••••••••••••••••••••••

THEORITICAL MATERIAL REQUIREMENTM.O.S.T. 2013 EDITIONAND DATA BOOK

(Grading Mateial shall be as per actual job mix formula wherever applicable)1) Primer coat over Granular base (Table: 500.1 Page 145)

i) Low porosity surface such as wet mixmacadamandwaterbound macadam

Cut back MC-70 or any otherbitumen mixedwith Diesel

6 to 9 kg/10 m2

ii) Medium porosity surface such as cementstabilised soil base

iii) High porosity surface such as gravebase

12 to 15 kg/10 m2

12 to 15 kg/10 m2

2) Bituminous tack coat (Table: 500.2 Page 149)i) Normal bituminious surfacesii) Dry and hungry bituminious surfacesiii) Granular surfaces treatedwith primeriv) Non bituminous surfaces

a) Granular base (Not primed)b) Cement concrete pavement

2.00 to 2.50 kg/10m2

2.50 to 3.00 kg/10m2

2.50 to 3.00 kg/10m2

3.50 to 4.00 kg/10 m2

3.00 to 3.50 kg/10 m2

3A) Bituminous macadam with 4% bitumen by weightof total mix (Data book) (Density 2.20) Clause no. 504(Excluding primer / tack coat)

A) BitumenB) Coarse aggregate 11.20 toC) Chipping 2.80 to 11.20mmD) Fine aggregate Below 2.80mm

88 Kg/M30.835 M30.209 M30.366 M3

Total 1.380M3

3B) Bituminous macadam with 3.50% bitumen by weightA) BitumenB) Coarse aggregate 11.20 to

26.40mm

77 Kg/M30.835 M3

C) ChippingD) Fine aggregate

0.209 M30.366 M3

Total 1.380M3

2.80 to 11.20mmBelow 2.80mm

3C) Bituminous macadam with 3% bitumen by weightof total mix

KeyAggregate

0.18 M3 /10 m2

0.18 M3 /10 m2

"..W

""WW

"""W

"V

""""...,~

A) Bitumen 66 Kg/M3B) Coarse aggregate 11.20 to 0.835 M3

26.40mmC) Chipping 2.80 to 11.20mm 0.209 M3D) Fine aggregate Below 2.80mm 0.366 M3

Total 1.380M3

6) Dense Bituminious Macadam (Density 2.30) 40mm compacted thicknesswith bitumen at 5% of total mix (Excluding primer coat/tack coat) Clause no. 507

i. Bitumen 120.00 Kgii. 20mm 0.61 M3iii. 10mm 0.459 M3iv. 5.60mm and below 0.459 M3v. Cement filler 0.046 M3

4) Bituminous modified Penetration macadam (IRC:SP-20:2002)Compacted Bitumen CoarseThickness Aggregate50mm 17.5Kg/10M2 0.60 M3110m2

75mm 20.00Kg/10M2 0.90 M3110m2

5) Built up Spray Grout (Excluding Primer/ Tack coat)clause no. 506A) BitumenB) Coarse aggregate 11.20 to 26.40mm Crushedstone

coarseaggregatepassing 53.00mmandretained on 2.80mmKey aggregatepassing 22.40mmandretained on 2.80

C) Fine aggregate Below 2.80mm

mm

}

3So

30 Kg/10 sqm1 cum per 10 sqm

0.13 cum per 10 sqm

Total 1.13 M3

1.528M3

••••••••••••••••••••••••••••••••••

7 A) Surface dressing (Table 500.13 page 170)Bitumen Stone chipping

i) Single coat surface dressing or 1st coatof two coat surface dressing

i) Over B.T. Surface10 mm size

0.105 m3/ 10 m212 mm size0.15m3/102

0.10 M3/10M2

27.50 kg/10m2

ii) Over B.T.W.B.M. 20.00 kg/10m2ii) Second coat of two coat surface 10.00 Kg/10M2

dressing (or as a renewal coat)

i) Single coat surface dressing or 1st coat12 to 14 Kg/10M2of two coat surface dressing

i) 1stCoat10 mm size

0.18 m3/10m2

12 mm size0.10 m3/ 10m2

22.50 kg/10m2

ii) lind Coat 12.50 kg/10m2

8) Open graded premix carpet 20mm thick (Table 500.16 Page 178)Clause no. 509i) 13.20mmNominal size 0.18 M3/10M2

ii) 11.20mmNominal size 0.09 M3/10M2iii) Bitumenbinder 14.6 Kg/10M2

9) Mix seal surfacing (Excluding tack coat) Data book clauseno. 510

Bitumen 13.20mm 11.20mm 5.60mm 5.60mm Crushed& below Sand

Type - A 22.00 - 0.10 0.12 - 0.05Kg/10M2 M3/10M3 M3/10M2 M3j10M2

Type - B 19.00 0.04 0.14 - 0.09Kg/10M2 M3/10M3 M3/10M2 M3/10M2

382..

10) Bituminous Concrete (Excluding primer ftack coat with cement filler)Density 2.40 Data Book bitumen content at 6.50 %

i) Coarse aggregate (64%) 1.006M3 Total

ii) Fine aggregate (36%) 0.566M3 1.572M3iii) Cement 3% 0.072MT/M3iv) Bitumen at 6.50% 156 Kg/M3

11) Seal coat (Data Book)i) Stone chipping 6.70mm 0.09 M3f10M2

ii) Bitumen 9.80 Kg/10M2

12) P & L semidense bituminous concrete with 5.50%Bitumen Clause No. 511(Excluding primerftack coat)

.1. Crushed stonei) 13.20mm 0.40 M3/M3ii) 11.20mm 0.64 M3/M3 Total

iii) 5.60mm and below 0.44 M3/M3 1.48 M3

.2. Bitumen 124 KgfM3

13) Providing and applying premixed seal coat type "B" Clause no. 513i) Sand or grit passing 2.36mm and 0.060 M3f10M2

retained on 180 micronii) Bitumen 6.80 Kg/10M2

••••••••••••••••••••••••••••••••••

THEORITICAL MATERIAL REQUIREMENTM.O.S.T. 2013 EDITION AND DATA BOOK

(REQUIREMENT OF MATERIALS SHALL BE AS PER ACTUAL JOB MIXBRIDGES AND CULVERTS

Sr. Item Unit Cement Coarse Course AggreagateNo. of in MT Sand inData M3 40mm 20mm 10mmbook in M3 in M3 in M32.3 (i) PCC I RCC in open

foundationa) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.294b) PCC M-30 grade M3 0.42 0.365 0.382 0.299 0.304c) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28d) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

2.3 (ii) a) PCC M-15 M3 0.33 0.45 0.52 0.22 0.11b) i) PCC M-20 M3 0.38 0.45 0.57 0.22 0.11c) ii) RCC M-20 M3 0.40 0.425 - 0.57 0.28c) RCC M-25 M3 0.41 0.45 - 0.63 0.27

2.5 (i) a) PCC/RCC Well Curbi) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28ii) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

b) Well Steiningi) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.294ii) PCC M-30 grade M3 0.42 0.365 0.382 0.304 0.299iii) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28iv) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

c) Bottom Plug M-25 M3 0.44 0.365 0.382 0.304 0.299(including10%extra)

d) Top & Intermidiate plug in M3 0.40 0.365 0.382 0.304 0.294PCC M-25

e) Well cap in RCC M-35 M3 0.46 0.365 0.382 0.304 0.299

2.5 (ii) a) Well curbi) RCC M-20 M3 0.40 0.425 - 0.57 0.28ii) RCC M-25 M3 0.41 0.45 - 0.63 0.27

..,1

b) Well Steiningb) i) PCC M-15 M3 0.33 0.45 0.52 0.22 0.11

c) ii) a) PCC M-20 M3 0.38 0.45 0.57 0.22 0.11

c) iii) b) RCC M-20 M3 0.40 0.425 - 0.57 0.28

b) iii) RCC M-25 M3 0.41 0.45 - 0.63 0.27

c) Bottom PlugPCC M-20 gfrade M3 0.418 0.45 0.57 0.22 0.11

(includin910%extra)

d) Top & Intermediate plugPCC M-15 M3 0.33 0.45 0.52 0.22 0.11

e) Well capi) RCC M-20 grade M3 0.38 0.45 0.57 0.22 0.11

ii) RCC M-25 grade M3 0.40 0.365 0.382 0.304 0.299

iii) RCC M-30 grade M3 0.42 0.365 0.382 0.304 0.299

3.3 a) PCC/RCC for substructure

i) PCC M-25 grade M3 0.40 0.365 0.382 0.304 0.299

ii) PCC M-30 grade M3 0.42 0.365 0.382 0.299 0.304

iii) RCC M-35 grade M3 0.46 0.365 0.382 0.304 0.299

iv) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

b) PCC/RCC for subi) PCC M-15 grade M3 0.33 0.45 0.52 0.22 0.11

ii) PCC M-20 grade M3 0.38 0.45 0.57 0.22 0.11

iii) RCC M-20 grade M3 0.40 0.425 - 0.57 0.28

iv) RCC M-30 grade M3 0.41 0.45 - 0.63 0.27

v) RCC M-30 grade M3 0.45 0.43 - 0.58 0.28

4.1 i) RCC Superstructurea) RCC M-35 grade M3 0.475 0.40 - 0.57 0.28

b) RCC M-40 grade M3 0.50 0.40 - 0.57 0.28

ii) a) RCC M-25 grade M3 0.41 0.45 - 0.63 0.27

b) RCC M-30 grade M3 0.45 0.43 - 0.58 0.28

••••••••••••••••••••••••••••••••••

4.2 Prestressed concretea) M-35 grade M3 0.475 0.40 - 0.57 0.28b) MAO grade M3 0.50 0.40 - 0.57 0.28c) M-45 grade M3 0.52 0.40 - 0.57 0.28d) M-50 grade M3 0.54 0.40 - 0.57 0.28

4.5 RCC Wearing CoarseM-30 M3 0.45 0.43 - 0.58 0.28

4.8 RCC Railing M-30 0.021 0.02 - 0.027 0.013

4.12 RCC Approach slabi) M-25 grade M3 0.41 0.45 - 0.63 0.27

4.13 PCC Leveling coarse of M-15 M3 0.33 0.45 0.52 0.22 0.11below approach slab

1.3 & PCC Blocks4 M-15 M3 0.33 0.45 0.52 0.22 0.11

Culvertspee 1:4:8 M3 0.17 0.47 0.89 - -pee 1:3:6 M3 0.22 0.47 0.89 - -pee M-15 grade M3 0.33 0.45 - 0.85 -pee M-20 grade M3 0.40 0.425 - 0.95 -

385

GOVERNMENT OF MAHAR.ASHTRAVigilance & Quality Control Circle

Schedule of Testing charges for construction material used forGovernment Works for the Year 2017-18

Effective from 01/07/2017 and valid Upto 30/06/2018

Sr.Name of Test Test Rate RsNo.

1 2 3 4BASIC TEST OF CEMENT.

Standard Consistancy, Fineness, Specific1 Gravity, Setting Time ( Initial & Final ), 1 Test 3300.00

Compressive Strength, SoundnessBASIC TEST OFAGGREGA TE.

2 Water Absorption, Specific Gravity,lmpact1 Test 2300.00Value ICrushing Value.

3 Sieve Analysis. 1 Test 600.004 Abrasion Value. 1 Test 1050.00-'5 Flakiness Index & Elongation Index. 1 Test 750.006 Stripping Value. (for Bituminous Workt_~'- " 1 Test 660.00-7 Soundness. 1 Test 2200.00- ,.~~~,--,- ...-. .,,~

MIX DESIGN. ....._9 GSBMix Design. 1 Test 14300.00N" ___ ~ __

10 IWetMix Macadam Mix Design. 1 Test 14300.00

FINE AGGREGA TES.

11 Fineness Modulus ( Sieve Analysis ),Silt &1Test 1200.00Clay Content

~ .. Chloride & Sulphate Content. 1 Test 700.0013 Silt Factor. 1 Test 750.00

BRICKSWater Absorption (Set of 5 Bricks),

14 Compressive Strength( Set of 5 Bricks), 1 Test 1900.00Efflorescence JSet of 5 Bricks}.

FLOORINGTILES {MOSSAIC I CEMENT}15 Flexural test ( Set of 6 Tiles), Water 1 Test 2200.00

Absorption ( Set of 6 Tiles).Resistance to wear( Set of 6 Tiles).

3Sb:


1 2 3 416 Flooring of Natural Stone:- (Kota,Marble, 1 Test 1200.00

granite,Tandur.etc.- Water absorptionSpecific oravitv)

CERAMIC TILES I VITRIFIED TILES ,\

17 Water Absorption, Modulus of Rupture (Set of1 Test 1400.006 Tiles)

\

MANGLORE TILES

18 Water Absorption (Set of 6 Tiles). Flexural test1 Test 1300.00(Set of 6 Tiles) .

19 ..permeability. 1 Test 850.00_ .............. _._CONCRETE

~'-'

20 Compressive Strength OF C.C. Cube1 Test 600.00(Set of 3 cubes).

21 Concrete Mix Design 1 Test 12100.00t--- I(With all Tests on basic materials)*22 Flexural strength of Beam. 1 Test 650.0023 permeability Test. 1 Test 1350.00_'---'_'---'

24 Concrete mix design by Accelerated curing 1 Mix 14300.00method. (By Accelerated curing method) Design

25 Taking of core samples in concrete pavement.1 Test 2500.00(Excluding Dead Journey Charges)

26 Dead Journey Charges. PerKm 15.00

CONCRETE PAVING BLOCKS

27 Compressive Strength, Water Absorption,(Set1 Test 2200.00of 8 Blocks)

MORTOR

28 Compressive Strength.( Set of 3 Cubes) 1 Test 600.00

3'07


1 2 3 4STONEI RUBBLE

29 Crushing Value/Compressive Strength,1 Test 1750.00Water Abs.orption & Specific Gravity,

SO/LIMURUM30 Sieve Analysis. 1 Test 600.GO31 Liquid limit & plastic Limit. 1 Test 1000.0032 Compaction Test ( Proctor Density ). 1 Test 1650.00

.....--.~----."-33 C.B.R. Test ( Lab) With compaction test. 1 Test 6050.00

.. ,._._.....,,"--...•.r-----.- ....- '--._--- ...._C.B.R. Test ( Field Determination Test)34 Excluding Transportation.As per IS 2720 Part 1 Test 2300.00XXXI

._ ~---. .. ....__ .....-35 Dead Journey Charges for inspection Vehical Per Km 15.0036 Dead Journey Charges forTruck/Tipper Per Km 54.00

37 Field Density by Sand replacement method. 1 Test 1000.00

38 Sulphate & Chloride Contents. 1 Test 700.00'.~'

39 Mechanical AnalYSis. 1 Test 1950.00'."_"'- .__ ..,,_, ..... _·_~~.u_.___

40 Plate Load Bearing Test. (Excluding1 Test 27500.00Trans_portationl

..._ ..._ --.",,,.-.--~-.. .---- ....-~-~.41 Free Swell Test for Soil. 1 Test 800.00

....-

it

5

Sr. Name of Test Test Rate RsNo.1 2 3 4

BITUMEN

42Penetration, Softening Point, Flash & Fire 1 Test 2750.00Point, SEecific Gravity

43 Viscosity. 1 Test 1700.00_ ......""..- -..- .,,-

44 Ducility I Elastic Recovery 1 Test SOO.op

45 Extraction Test,(For OGC) 1 Test 1400.00

46 Extraction and Sieve Analysis of Bituminous\

mix (For BM/OBM/AC) 1 Test 3450.00(2 samples of extraction for one sieve

1-......analvsis lncludlna extraction)

47 Marshall Stability & Flow measurement. 1 Test 1000.00

f-----~t of 3 mo_ulds}Job Mix Design with all Tests on aggregate 1 Mix 14300.00

48 (Excluding bitumen) for DBM/SDBC/AC. Design

49B. M. Job Mix Design with all Tests on 1 Mix 6600.00aggregate (Excluding bitumen) Design

._-. - .50 Mastic Hardness No. 1 Test 600.00

51Thin film oven test & test on residue of 1 Test 2750.00modified bitumen.

52 Seperation test for modified bitumen. 1 Test 1000.00

53 Density of Bituminous Core. 1 Test 550.00f--

54 Taking of core samples in bituminous flexible 1 Test 2500.00pavement. (Excluding Dead Journey Charges)

---55 Dead Journey Charges for Vehical. PerKm 15.00

BITUMINOUS EMULSION

..-.

56 % Residue Test By Evaporation I Sieve Test 1 Test 550.00~-- •......_ --_"

57 P~rtical Charge Test 1 Test 350.00..---

HOLLOW BLOCKS/ SOLID BLOCKSDensity Test. (Set of 3 Blocks ),

58 Compressive Strength. (Set of 8 Blocks ), 1 Test 1750.00Water Absorption Test.( Set of 3' Btocks )

WATER59 PHValue, Sulphate & Chloride Content. 1 Test 1000.00

3B9


1 2 3 4WOOD

60 Density, Moisture Content. 1Test 950.00FLUSH DOOR

Knife Test, Adhesion Test, End Immersion61 Test. 1 Test 2400.00PLYWOOD \

Determination of Resistance to dry

62 heat,Determination of Moisture1 Test 3000.00Content,Determination of Density,Thickness

of Plywood.", __,,~_~,~,,~,.w~_, ...•..._ ...t,·,,··

67 Test for Glue Adhesion 1 Test 450.00PARTICAL BOARD

68Determination of Moisture

1400.00Content,Determination of Density 1 Test

ALUMINIUM SECTION69 Thickness, Mass Per Running meter, 1 Test 600.00

'-'....".70 Test on Powder Coating 1 Test 700.00

A.C. PIPES71 Water Absorption 1 Test 600.0072 Bursting Strength 1 Test 450.00

G.I. PIPES

73 Weight per running meter,Diameter of pipe &1 Test 200.00wall thickness of pipe,

74 Weight of Zinc coating per sq. m. 1 Test 250.00

P.V.C. PIPES (NONPLASTlS/ZEDl

75 Weight per running meter,Diameter of pipe & 1 Test 200.00wall thickness of pipeSTEEL ANTI CORROSIVE TEST

76 Resistance to applied Voltage. ( 1 Hr. Test)1 Test 1000.00(Set of 2 Bars)

-, -....-"" ..~~- ,...." ...,......_,--

77 Resistance to applied Voltage.( 30 Days Test) 1 Test 2750.00( Set of 2 Bars)

.....~.. _..-•...•.•. .._ ....

78 Thickness of Coating. (Set of 2 Bars) 1 Test 500.0079 Chemical Resistance Test.( Set of 8 Bars ) 1 Test 2100.0080 Hardness of Coating Test. 1 Test 250.00--, i·········.····

81 Salt Spray Test ( 4 Cycles) ( Set of 2 Bars ) 1 Test 1300.00

890

7

Sr. Name of Test Test Rate RsNo.1 2 3 4

STEEL BAR TESTING82 Upto 16 mm (Set of 3 Bars) 1 Test 1100.00

-" ~~.-.... -- ..

Above 16 mm (Set of 3 Bars) 1 Test 1400.00

83(Tensile strength, %, Elongation, YieldStress,Weight-Per Meter, Bend I Rebend Test, ".,Proof Stress.)

84 Nitrol Solution Test. (Set of 3 Bars) 1 Test 3400.00

PAINT / THERMO-PLASTIC PAINT85 Glass bead contents & grading analysis. 1 Test 3400.0086 Reflectance & yellowness index. 1 Test 1000.0087 Flowability.(Percentage residue). 1 Test 1000.0088 Softening Point. (Ring & ball method). 1 Test 900.0089 Drying Time. 1 Test 700.00

COAL TAR EPOXY PAINT90 Drying T!~e. 1 Test 700.0091 Dry Film Th~~~~ess. 1 Test 650.0092 Flexibility. 1 Test 250.00

.....•-93 Gel Time. 1 Test 450.00

.-----.. "p"" - -94 Pot Life. 1 Test 450.00

_._·__0_·····_····_··

95 Volume of Solid. 1 Test 950.00

ROAD SIGN BOARD96 Retro Reflective Test. 1 Test 3500.00

ROUGHNESS INDEX I ROADUN-EVENNESS TEST

97 .!30adSurface Single Lane.(3.70 to 5.50 m) PerKm 650.0098 Road Surface 1.5 Lane to Two Lane. PerKm

1{5.50to 7.00 m} 1300.0099 Each Additional Lane. PerKm 650.00100 Dead Journey Charges. PerKm 15.00

391

1

Name of Test Test Rate Rs

2 3 4

Sr.No.

oVERLA Y DESIGN101 Benkelman Beam Test

(Excluding Dead Journey Charges) Per Km 12450.00

NON -DESTRUCTIVE TEST102 Rebound Hammer Test. 1 Point 200.00

r-1_03-+U__lu_a_s_o_n_ic_._P_ul_s_e_V_e_'o_c_i~·ey~ +-1__P_o_in_t~--30-0-.~-

Important Note:The above rates are applicable for all Division' &Subdivision under P.W.DJ Zilla Parishad in Maharashtra and for otherGovernment I Private Organization the rates shall be twice as mentionedin DSR.

Suprintending EngineerVigilance & Quality Control Circle.

Pune

Assistant Research OfficerRegional LaboratoryPW.Compound, Turbhe,New Mumbai (ISO 9002 Certified)Tel. 022/7682541 / Ext. 33

••••••••••••••••••••••••••••••..••••

VIGILANCE & QUALITY CONTROL CIRClE, PUNE

SCHEDULE OF TESTING CHARGES FOR CONSTRUCTION MATERIALS USED FOR GOVERNMENTWORKS FOR YEAR 2017-2018 & MINIMUM QUANTITIES REQUIRED TO BE SENT TO LABORATORIESEFFECTIVE FROM 01/08/201

V&QCC DSR Rates

Control Tests & their frequency & specified limits for various construction materials

Sr. Material & Tests Specified Limit FrequencyNo.1 ~~DlI~r:.I'Q~~l

1) Initial setting time. Not less than 30 minutes.2) Final setting time. Not more than 600 minutes.3) Fineness by dry Residue not more than 10% For each consignment of 50sieving. on 90micron sieve. M.T. or part thereof.4) Specific gravity. 3.10to3.155) Compressive strength. 3.10 to 3.15(in Kg/cm2.) 33 Grade 43 Grade 53 Grade

a) 3 days ( +/- 1 hours) a) 160 230 270b) 7 days. ( +/-2 hours) b) 220 330 370c)28 days ( +/- hours) c) 330 430 5306) Soundness by Expansion not more than 10Lechatelier apparatus. mm.

2 .sA.t:lD.1) Particle size. 100% passing through 4.75 mm

I.S. sieve2) Silt content. Not more than 4%3) Fineness modulus. 1) For concrete 2.6 to 3.6 Tests should be carried out in

2)For masonry and 1st coat of the beginning and if there is aplaster. Not more than 3. change in source

3) For pointing & lind coat ofplaster shall Not exceed 1.6

4) Bulkage. Bulkagewill have to bedetermined for applyingcorrection to the qty. of sand asand when necessary.

3.93

..•••••••••

Will have to be determined to findquantity of free water in sand.

100 % 100% Retained onPassing sieve sizethrough

sieve size

5) Moisture content.

3 COARSEAGGREGATE1) Gradation.Size of metal.

••••••••••••••••••••••••

80mm.

60mm50mm40mm

40mm t050mm.

For Bituminus Works40mm Crushed Metal25mm Crushed Metal20mm Crushed Metal12.5 mm Crushed Metal10mm Crushed Metal6.3 mm Crushed Metal

2) Impact Value.

3) Crushing value

100mm

80mm 50 mm

50mm

60mm 40 mm63mm 63 mm (0%)

40mm 35 40mm (30 to 65%)to 70%

t05 %12.5mm 0 12.5mm (95 to 100%)

63mm

50mm40mm25mm20mm12.5 mm10 mm

25mm

25mm20mm12.5mm10mm6.3mm4.75mm

For For Road workconcrete (Heavy traffic)

One test for per 100 Cubicmetre

At the beginning if there ischange & in source

5) Flakiness Index

6) Water absorption

Shall not Shall not exceed 30%exceed45%

exceed45%

shall not shall not exceed 17 %

shall not exceed 50%(forWBM) shall not

exceed.17%(B.T.works)

4) Los Angles abrasion value shall notexceed16%.

exceed35%

Shall not shall not exceed 15%

shall notexceed

5%

shall not exceed 5%fr;'JJgM shall not

I c..__;ed 1% for BTwork

594

· .w

7) Specific Gravity Not Not specifiedspecified

4 aBI~Ii~ I class II class1 )Water absorption shall not 20% 22%exceed2)CompressiveStrength (wet 32.8 29.52 kg/cm2 A set of 15 bricks for 50000condition) kg/cm2 minimum consignment or part there of.

minimum3)Efflorescence NIL - when there is no

perceptible deposit ofefflorescence

Slight - when not more than10% area is covered withdeposit

Serious - when there is heavydeposit of salt accompanied bypowdering or flaking of surface

5 CEMENT MORTERCUBE1) Compressive Strength for Propotion 28 days Strength28 days

1:3 127 to 211 Kg/cm21:4 84 to 126 Kg/cm21:5 56 to 84 Kg/cm21:6 35 to 56 Kg/cm2

6 CEMENT CONCRETE Grade 7days 28 days Quantity Min. No.OfCUBE (Min (Min Concrete of Samples Cum

ka/cm2l kg/cm211) Compressive Strength M100 70 100 1-5

M150 105 150 6 -15 2M200 135 200 16 - 30 3M250 170 250 31 -504M300 200 300 50 & Above 4 plusM350 235 350 additional samples for each

addition Of50 m3 or part thereof

M400 270 400 1 Sample - 6 Cubes

7 MANGALORE TILES ClassAA ClassA1)Water absorption shall not 19% 24%exceed...2) Breaking Load kg W EQ[ Al£~ri!g~ 1 set of 18 tiles for every 2000(minimum) Averaqe tiles or part thereof.

100 (410 x 80(410x235)235)

395

••••••••••

•••••••••••••••

110 90(420x250)(420x250)

110 90(425x260)(425x260)Individual Individual

90 68(410x235)(410x235)

100 (420 78(420 X250)X250)

100 (425 X 78(425 X260)260)

3) Permeability Test The tile shall be considered assatisfying the test, if no waterhas oozed from the bottom atthe tile after the test.

8 CEMENT FLOORIG TILES1.Water absorption Shall not exceed 10% 6 tiles shall be tested or every

test for every 2000 tiles or partthere of.

2.Transverse strength Average wet shall not be lessthan 3 N Imm2 (30 kg/cm2)

9 SOILI MURUM1. Proctor Density Shall not 1.52 gm/cc for Embankment upto One test per 1000m3 or soil.be less than 3 mtr. Height

1.6 gm/cc for subgrade andearthen shoulders/verges/backfill.

1.65 gm/cc for top 0.5 mtr. Heightof Embankment

2. C.B.R. Value The Embankment shall bedesigned on ascertaining theCBR value

10 HARD MURUM1)Gradation 95% passing through 80 mm One test for compaction of 1

seive size 2% passing through 25 layer in one km. and everymm seive size change in source or type of

2) Plasticity Index Below 4 murum.

11 SOFT MURUM1) Plasticity Index Below 8 One test for compaction of 1

layer in one km. and everychange in source or type ofmurum.

12 STONEWater Absorption Maximum5%

•••••••••

Compressive Strength 1530 kg/cm2

Specific Gravity Not less tha n 3

13 GLAZED TILES1)Water Absorption Not more than 18% One set of 5 tiles for every

5000 tiles or part thereof.

14 BITUMEN1) Penetration To ascertaion the Two samples per lot to be

correct grade of subjected to all some tests asbitumen directed by the Engineer.

15 BITUMINOUS MIX1) Extraction To check correct binder content 2 test for each 100 tonnes of

as per the tender mix subject to a minimum oftwo tests per day per plant.

Minimum stability 820 kg forSDBC

2) Marshall Stability & Flow SDBCMinimumstability 900 kg For each 100 tonnes of mixmeasurments for DBM/BC produced, a set of 3 marshall

moulds to be prepared andtested as per MOST

Flow2-4 mm

Government of Maharashtraiovpune.org/wp-content/uploads/2017/12/PWD_DSR... · ·...

Documents

Transcript of Government of Maharashtraiovpune.org/wp-content/uploads/2017/12/PWD_DSR... · ·...