Latest MRO Office Estimate-1

ESTIMATE: Rs98.50 Lakhs

C I R C L E : NELLORE

D I V I S I O N : KAVALI

S U B-D I V I S I O N : KOVUR

S E C T I O N : ALLUR

GOVERNMENT OF ANDHRA PRADESH ROADS AND BUILDINGS DEPARTMENT

Name of Work:-Construction of Thasildar office building at Allur in SPS Nellore District.

Estimate Amount: 98.50 LakhsAuthority :-

Necessity :-

Provisions :-1 Earthwork for Foundations2 Sand Filling in Foundations3 PCC(1:5:10) for Footings4 Providing Antitermite treatment5 PCC (1:4:8) for flooring PCC6 PCC (1:5:10) for Footing,Plinth beam Pcc7 PCC (1:3:6) for Holdfasts8

9 PCC M20 for Steps10 230mm Brick masonry with CM (1:6)11 RBM (1:6) for Toilet partitions12 Mildsteel for RBM 13 HYSD steel for RCC items14 12mm thick Ornamental ceiling plastering15 Plastering (1:6) 12mm thick and 20mm thick16 Impervious coat with CM(1;3) for Exposed RCC items17 Flooring& Skirting with Vitrified tiles of 600mmx600mm size18 Flooring& Dadoing with non skid Ceremac tiles of 300x300mm size in toilets 19 steps Flooring with Polished shabad stones

Specification report to accompany the working estimate for"Construction of Tahasildar office Building at Allur in SPSR Nellore District.

The estimate is prepared and submitted as per the Executive Engineer (R&B)Division Kavali Endt no:Thasildar building/ATO/12 Dt:16.09.2014 .

The Collector and District Magistrate SPSR Nellore District accorded administrative sanction for Rs.60.00 Lakhs for Construction of Tahsildar Office Building at Allur ,vide ref. R.C.B(2)8179/2005 Dt.17.12.2013 . To suite the proposed site of Construction of Tahsildar Office Building at Allur, The type design plan was evaluated in the State Architect wing of Engineer-in-Chief (R&B), Hyderabad vide drawing no.SA/05/01/2015-16 dated:19-06-2015 and communicated vide memo no SA wing/ SAA.2/Thasildar office-allur/nellore/2015 dt.19.06.2015 of E-ngineer-in-Chief (R&B) Admin,SR, RSW and Buildings. The Tahsildar, Allur had shown the site and trail pit was made to facilitate the design of foundations.The soil met with is sandy and loamy,as a result open foundation with 1.50 m depth is adopted. The plinth beam of size 230x380mm with PCC is proposed with 150mm below ground level and 230mm above ground level. To retain the basement filling balance height of 370mm is proposed with brick masonry of 230mm thick.Brick masonary with CM(1:6) for panel walls and 115mm thick RBM for Toilet walls in Superstructure in between columns is proposed .The estimate is prepared duly assuming the tentative sizes of the footings duly assuming SBC of 15 t/sqm. All the RCC items like footings,pedestals,columns,beams and slabs are proposed in M25 grade of concrete as the building is situated in coastal area of seivere exposure( with in a distance of 8Kms from sea coast) the estimate is prepared with the following provisions and specifications

RCC M25 concrete for footings,pedestals,columns,Plinth beam, roof beams and slabs

20 Portico flooring with Cheqquered tiles21 Painting to new walls with 2 coats water proof cement(External colouring)22 Painting to new walls with 2 coats of oil bound distemper(Internal colouring)23 Mildsteel hallow door frames and shutters for doors24 Prepainted steel sliding windows25 Providing Top hung ventilators26 Providing MS Rolling shutter27 Providing Septic tank28 Provision for Cost and supply of steel29 Sub estimate for water supply and sanitary arrangements:30 Provision for electrification charges31 Provision for T.P32 Provision for VAT @ 5%33 Provision For QC Charges34 Provision for Cess35 Provision for Avagahana sadassu36 Provision for Price Adjustments37 Provision for Unforseen items & Rounding off

Rates :

Assistant Executive Engineer Deputy Executive Engineer Executive Engineer(R&B) Section, Allur (R&B) Sub-Division, Kovur (R&B) Division, Kavali

Superintending Engineer(R&B) Circle, Nellore

The Estimate is prepared with the based on the SSR of 2014-15 and the work will be carried out as per relevant IS codes and instructions communicated from time to time.

General AbstractS.NO Description Amount

Part-ACost of civil works

1 Ground Floor and Terrace Floor 6,673,720 sub total 6,673,720

Part-BAMENITIES

2 409,419

3 500,000

4 133,474

sub total 7,716,613

5 1,234,658

5 VAT @ 5% 385,831 6 Provision for Price Escalation,@4% 308,665

7 Provision for Soil Exploration 20,000 8 Provision for Avagahana Sadasu 5,000 9 77,166

10 66,737

11 36,831

Grand Total Rs. 9,851,500 say 98.50 Lakhs

Assistant Executive Engineer Deputy Executive Engineer

(R&B) Section, Allur (R&B) Sub-Division, Kovur


Water supply and sanitary arrangements-(As per Sub estimate)

Provision for Electrification at 7.5%

Provision for Architectural features@ 2% on Civil Items towards Pergola,Poly carbonate sheeting and front elevation

Provision towards centage charges @ 16%

Provision for QC charges @1% on Civil works

Provision for Sienorage Charges @1%

Provision for Contingencies and Rounding off

Executive Engineer Superintending Engineer

(R&B) Division, Kavali (R&B) Circle, Nellore

Water&sanitary EST

WATER SUPPLY & SANITARY ARRANGEMENTS Detailed Cum Abstract Estimate


Sl.No. Description of Work Quantity Unit Rate

1

a) 15mm Nominal bore 15 RM 1 RM 257 3855

b) 20mm Nominal bore 25 RM 1 RM 281 7025

c) 25mm Nominal bore 60 RM 1 RM 353 21180

e) 40mm Nominal bore 30 RM 1 RM 532 15960

f) 50mm Nominal bore 15 RM 1 RM 595 89252

Ladies Toilets in Ground 2 NOS 1 Each 4489 89783

Gents Toilets in Ground 1 NOS 1 Each 4883 48834

MRO Toilet 1 NOS 1 Each 18627 186275

Ground Floor toilets 7 NO 1 Each 2749 192436

4 NOS 1 Each 276 1104

Amount (Rs.)

Supplying,laying and jointing GI pipe Medium Grade as per IS 1239 ISI mark ('B' class pipes) as per specification in ground or in wall conforming to relevant IS code including tees, elbows, bends, reducers, couplings, union flanges etc., with necessary excavation in all types of soils (except rock requiring blasting) refilling, chiseling masonry walls and making good the walls and floors to the original surface, fixing M.S. clamps and T.W. block on walls wherever required, Brick support pillars on terraces etc including cost & conveyance of all materials, labour charges, etc. complete for finished item of work as directed by Engineer-in-charge.

Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick - ISI mark and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges, overheads & contractors profit etc., complete for finished item of work.

Supplying and fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap,supplying and fixing best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996 and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components and fixed using required size of nails and screws, 12mm PVC connections with brass union nuts CP coated including cost and conveyance of all materials to site, overheads & contractors profit etc., complete for finished item of work for all floors.

Supply, Installation and commissioning approved make (Hindware) floor mounted Italian type EWC (suit) CASCADE model 'P' or 'S' trap with dual flush porcelain cistern fixed on EWC with all internal parts of dual flush cistern, ultra solid seat cover of approved make with rubber buffer and cap 15 mm angle stop cock 450 mm long PVC inter connection pipe wall flanges all of approved make etc. complete for finished item of work in all respects: Special Colour - Grade - III

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/Senior/Nice or equivalent complete with standard CI brackets including wooden blocks ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 400 gms Seiko or equivalent , 31.75mm dia. PVC flexible waste pipe 914.4mm length of 1st quality ,angle stop cock 12.7mm dia heavy duty/seico/senior/nice or equivalent,12.7mm NP piller cock and 38.1mm CP waste coupling half or full thread 1st quality Indian make parryware or equivalent including cost and conveyance of all materials to site, labour charges , overheads & contractors profit for finished item of work.

S & F NP soap dish heavy type with NP SCREWS including cost and conveyance of all materials, all labour charges, overheads & contractors profit etc., complete for finished item of work.

Water&sanitary EST

Sl.No. Description of Work Quantity Unit Rate Amount (Rs.)

7

Ground Floor toilets 7 NOS 1 Each 583 40818




MRO Toilet 1 NOS 1 Each 495 49512


101.60mm dia upto 914.40mm (3') depth 50.00 RM 1 RM 709.00 3545014

152.40mm dia upto 152.40 mm (5') depth 75.00 RM 1 RM 623.00 4672515

5000 LTRS 1 LTR 7.10 3550016

a) 25mm Nominal bore 4 NOS 1 Each 1088 4352

c) 40mm Nominal bore 4 NOS 1 Each 2194 8776

d) 50mm Nominal bore 1 NOS 1 Each 3161 3161

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges , overheads & contractors profit for finished item of work in all floors.

Supplying & fixing CI Nahany traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs

Supply and fixing white glazed flat back half stall urinals 1st quality conforming to IS: 2556-1995 with standard C.P. Spreader of overall size 95 X 95 X 57 mm comforming to IS: 2556-Part6, sec-6-1974 fixed with screws complete Indian make (HSW/Parry/Neycer) : 410 X 265 X 305 mm including supply and fixing 12.7mm PVC connection with brass plumber union nuts CP coated, 12.70mm push cock 1st quality of approved make , 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality,12.7mm angle stop cock and 38.1mm waste coupling including cost and conveyance of all materials to site, labour charges , overheads & contractors profit complete for finished item of work for all floors.

Supplying and fixing of 16mm to 20 mm thick polished marble slab partitioins of size 4' 0" x 2' 0" for urinals including full rounding the edges , fixing in position, polishing, including cost and conveyance of all materials and labour charges , overheads & contractors profit complete for finished item of work for all floors.

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty Seiko/Senior/Nice as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make 3 heavy duty as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.

Supplying and laying, filling, jointing and testing 101.6mm SWG SP-1 pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 914.4mm (3'0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges , overheads & contractor profit etc., complete for finished item of work .

Supplying and laying, filling, jointing and testing 152.4mm SWG SP-1 pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 1524mm (5'0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges , overheads & contractor profit etc., complete for finished item of work .

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges , Overheads & Contractors profit complete for finished item of work.

Supplying & fixing tested gun metal peet valve of 1st quality make with ISI mark screw type as approved by the Engineer including cost & conveyance of all materials, labour charges, etc. complete for finished item of work in all floors as directed by Engineer-in-charge.

Water&sanitary EST


17


18

3 NOS 1 Each 7086 2125819

3 NOS 1 Each 10965 3289520

a) 90mm dia 50 RM 1 RM 311 15550

b) 110mm dia 50 RM 1 RM 355 1775021

In Terrace 10 NOS 1 Each 108 108022

1 NOS 1 Each 28728 2872823

up to 40 feets 40 Rft 1 Rft 44 176024

40 feets to 60 feets 20 Rft 1 Rft 50 100025 C&S of meterials utilised for bore well filter point connections etc 140mm Ø 6kg/ cm2 pvc pipe

18 Rmt 1 Rmt 419 753826 C&S of meterials utilised for bore well filter point connections etc 140mm Ø 6kg/ cm2 pvc Dummy

1 NOS 1 Each 158 15827 C&S of Nylon mesh

3 Rmt 1 Rmt 97 29028 work shop charges for drilling holes to 140 mm Ø casing pipe

2 Rmt 1 Rmt 227 454

Supplying and fixing 152.40 mm (6") x 101.60 mm (4") SWG gully trap of 1st class traps of ISI make conforming to IS: 651 & IS: 4127with C.I. grating and constructing single brick masonry wall chamber of size 20" x 14" x 12" in CM (1:6) pro. over a C.C. (1:5:10) prop. Bed 100mm thick and plastering 12mm thick in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8 mm x 288.6mm (12" x 9") C.I. frame and hinged cover of standard make as directed by the Engineer-in-charge including cost & conveyance to site, labour charges, etc. complete for finished item of work. (APSS No 1326)

Constructing 904.00 mm (3'0") dia brick masonry inspection chamber as per IS-4111: Part-1: 1986 with cement mortar 1:6 proportion using 2nd class clay bricks of 225mm thick from approved source having a minimum crushing strength of 5N/sq. mm including plastering with cement mortar 1:3 proportion, 1/2" thick both inside and outside fitted with 20" dia R.C.C manhole covers and frames including excavating pits up to a depth of 904mm (3'0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150mm thick using 40mm HBG metal P.C.C (1:2:4) benching and channel 100mm thick as per standard specifications and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost seignorage charges of all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing,overheads & contractor profit etc., complete for finished item of work as per standard specifications.


Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)

Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges, overheads & contractors profit complete for finished item of work for all floors.

Supply and Transportation of 2.00HP 25 Stage single phase ISI submersible motor pumpset suitable for 4" Bore well. Makes: Kirloskar / Crompton / CRI / L&T / Texmo / Varsha.

Drilling of bore well 140 mm Ø for filter point using private bore set in all soils except in rock,reaming of bore to suit 140mm Ø 6kg/ cm2 pvc pipe including inserting of casing pipe&conducting yield test etc complete


Water&sanitary EST


409419





Water&sanitary data Page 44

DATA FOR WATER SUPPLY AND SANITARY ITEMS

Sl.No Description Qty Unit Rate per Unit Amount

1

BMW-F.79

1.00 RM 185.00 1 RM 185.00BMW-F.80 labour charges 1.00 RM 41.00 41.00

226.00Overheads&Contractors Profit @14% 13.615% 226.00 30.77Rate per 1 RM 256.77

say 257BMW-F.81



say 281BMW-F.83



say 353BMW-F.87

1.00 RM 424.00 . RM 424.00BMW-F.88 labour charges 1.00 RM 44.00 44.00


say 532BMW-F.89



say 5952

BMW-D.04 Cost of Orissa pan 1 No. 1440.00 1 Each 1440.00BMW-D.09 Cost of Brick masonry seat 1 No. 298.00 1 Each 298.00BMW-D.10 Cost of C C squatting plate 1 No. 89.00 1 Each 89.00

Supplying,laying and jointing GI pipe Medium Grade as per IS 1239 ISI mark ('B' class pipes) as per specification in ground or in wall conforming to relevant IS code including tees, elbows, bends, reducers, couplings, union flanges etc., with necessary excavation in all types of soils (except rock requiring blasting) refilling, chiseling masonry walls and making good the walls and floors to the original surface, fixing M.S. clamps and T.W. block on walls wherever required, Brick support pillars on terraces etc including cost & conveyance of all materials, labour charges, etc. complete for finished item of work as directed by Engineer-in-charge.

S& F 15 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete





Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick - ISI mark and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges, overheads & contractors profit etc., complete for finished item of work.



BMW-G.081 No. 1455.00 1 Each 1455.00

BMW-I.481 No. 102.00 1 Each 102.00

BMW-E.11 31.75mm brass plumber union 1 No. 69.00 1 Each 69.00BMW-E.12

0.25 14.00 3.50BMW-I.42 Teak wood blocks 76.2mm x 101.6mm 2 Nos. 26.00 1 Each 52.00

Angle stop cock 1 Nos. 443.00 1 Each 443.00

3951.50Overheads&Contractors Profit @14% 13.615% 3951.50 538.00

4489.50Rate per Each 4489

3

BMW-D.14 Cost of EWC with 'S' trap 1 No 1785.00 1 Each 1785.00BMW-G.08

1 No 1455.00 1 Each 1455.00BMW-D.16

1 No 461.00 1 Each 461.00BMW-I.48

1 No 102.00 1 Each 102.00BMW-I.42 Cost of 76.2 x 101.60 mm teakwood blocks

2 Nos 26.00 1 Each 52.00Angle stop cock 1 Nos. 443.00 1 Each 443.00


4883.17Rate per Each 4883

4

BMW-D.20 Rate as per SSR 1 No. 15307.00 Each 16395.00Overheads&Contractors Profit @14% 13.615% 16395.00 2232.18

18627.18Rate per Each say 18627

5

BMW-D.24 Cost of Wash hand basin 1 No. 1620.00 1 Each 1620.00BMW-I.48

1 No. 102.00 1 Each 102.00BMW-G.05 31.75mm dia. PVC flexible waste pipe 1 No. 26.00 1 Each 26.00BMW-E.05 12.7mm angle stop cock 1 No 474.00 Each 474.00BMW-E.31 38.1mm waste coupling 1 No 237.00 Each 237.00BMW-I.1 Deduct cost of NP chain and rubber plug 1 No. 39.00 1 Each -39.00



6

BMW-I.28 Rate as per SSR 1 No. 243.00 Each 243.00


Cost of slim line PVC flush tank 10 Ltrs. capacity single flush

12.70mm PVC connection with brass union nuts

Add MA on labour charges for fixing 31.75mm brass plumber union

Supplying and fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap,supplying and fixing best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996 and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components and fixed using required size of nails and screws, 12mm PVC connections with brass union nuts CP coated including cost and conveyance of all materials to site, overheads & contractors profit etc., complete for finished item of work for all floors.

Supply and fixing of 10 lts. Capacity lowdown PVC flushing tank

Plastic seat and lid for European Water Closet and rubber buffers

12.70mm dia PVC connection with brass union nuts

Supply, Installation and commissioning approved make (Hindware) floor mounted Italian type EWC (suit) CASCADE model 'P' or 'S' trap with dual flush porcelain cistern fixed on EWC with all internal parts of dual flush cistern, ultra solid seat cover of approved make with rubber buffer and cap 15 mm angle stop cock 450 mm long PVC inter connection pipe wall flanges all of approved make etc. complete for finished item of work in all respects: Special Colour - Grade - III

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/Senior/Nice or equivalent complete with standard CI brackets including wooden blocks ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 400 gms Seiko or equivalent , 31.75mm dia. PVC flexible waste pipe 914.4mm length of 1st quality ,angle stop cock 12.7mm dia heavy duty/seico/senior/nice or equivalent,12.7mm NP piller cock and 38.1mm CP waste coupling half or full thread 1st quality Indian make parryware or equivalent including cost and conveyance of all materials to site, labour charges , overheads & contractors profit for finished item of work.

12.70mm PVC connection with brass union nuts

S & F NP soap dish heavy type with NP SCREWS including cost and conveyance of all materials, all labour charges, overheads & contractors profit etc., complete for finished item of work.




7

BMW-I.105 Rate as per SSR 1 No. 513.00 Each 513.00



8

BMW-C.41

1 No. 329.00 Each 329.00



9

BMW-D.34 Rate as per SSR 1 No 2536.00 Each 2536.00BMW-D.36 labour charges 1 No 140.00 140.00BMW-I.48

1 No 102.00 Each 102.00BMW-I.49 labour charges 1 No 20.00 20.00BMW-E.29 12.70mm NP push cock 1 No 271.00 Each 271.00BMW-G.05 31.75mm dia. PVC flexible waste pipe 1 No 26.00 Each 26.00BMW-E.31 38.1mm waste coupling 1 No 237.00 Each 237.00BMW-E.32 labour charges 1 No 29.00 29.00


3818.60Rate per Each Say 3819

10

Rate as per SSR 0.72 Sqm 935.97 1 Sqm 673.90Chiselling the brick masonry wall 1.20 RM 26.00 1 RM 31.20Rounding the edges of marble 2.40 RM 317.00 1 RM 760.80

0.72 Sqm 616.88 10 Sqm 44.42


1715.94Rate per Each Say 1716

11

BMW-E.07 Rate as per SSR 1 No. 407.00 Each 407.00BMW-E.08 labour charges for laying , jointing , testing

1.00 No. 29.00 29.00



Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges , overheads & contractors profit for finished item of work in all floors.



Supply and fixing white glazed flat back half stall urinals 1st quality conforming to IS: 2556-1995 with standard C.P. Spreader of overall size 95 X 95 X 57 mm comforming to IS: 2556-Part6, sec-6-1974 fixed with screws complete Indian make (HSW/Parry/Neycer) : 410 X 265 X 305 mm including supply and fixing 12.7mm PVC connection with brass plumber union nuts CP coated, 12.70mm push cock 1st quality of approved make , 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality,12.7mm angle stop cock and 38.1mm waste coupling including cost and conveyance of all materials to site, labour charges , overheads & contractors profit complete for finished item of work for all floors.

12.7mm PVC connections with brass plumber union nuts

Supplying and fixing of 16mm to 20 mm thick polished marble slab partitioins of size 4' 0" x 2' 0" for urinals including full rounding the edges , fixing in position, polishing, including cost and conveyance of all materials and labour charges , overheads & contractors profit complete for finished item of work for all floors.

Labour charges for fixing ( dadooing labour charges )

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty Seiko/Senior/Nice as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.



12

BMW-E.09 Rate as per SSR 1 No. 258.00 Each 258.00BMW-E.10 labour charges for laying , jointing , testing

1.00 No. 29.00 29.00



13

BMW-A.02 Cost of SWG pipe line 101.6mm dia (4")1.00 RM 408.00 1 RM 408.00

BMW-A.05 labour charges for laying , jointing , testing1.00 RM 216.00 216.00


say 70914

BMW-A.03 Cost of SWG pipe line 152.40mm dia (6")1.00 RM 280.00 1 RM 280.00

BMW-A.06 labour charges for laying , jointing , testing1.00 RM 268.00 268.00


622.61Rate per 1 RM say 623

15

BMW-G.01 Rate as per SSR 1 Lts 6.00 Lts 6.00BMW-G.02 labour charges 1.00 Lts 1.00 1.00


7.95Rate per Each say 7.1

16

25 mm Nominal Bore

BMW-F.17 Rate as per SSR 1 Each 914.00 Each 914.00BMW-F.18 labour charges 1.00 Each 44.00 44.00


1088.43Rate per Each say 108840 mm Nominal Bore

BMW-F.25 Rate as per SSR 1 Each 1864.00 Each 1864.00BMW-F.26 labour charges 1.00 Each 67.00 67.00


2193.91Rate per Each say 219450 mm Nominal Bore

BMW-F.27 Rate as per SSR 1 Each 2692.00 Each 2692.00

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make 3 heavy duty as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.

Supplying and laying, filling, jointing and testing 101.6mm SWG SP-1 pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 914.4mm (3'0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges , overheads & contractor profit etc., complete for finished item of work .

Supplying and laying, filling, jointing and testing 152.4mm SWG SP-1 pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) upto 1524mm (5'0") depth and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges , overheads & contractor profit etc., complete for finished item of work .

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges , Overheads & Contractors profit complete for finished item of work.

Supplying & fixing tested gun metal peet valve of 1st quality make with ISI mark screw type as approved by the Engineer including cost & conveyance of all materials, labour charges, etc. complete for finished item of work in all floors as directed by Engineer-in-charge.



BMW-F.28 labour charges 1.00 Each 90.00 90.00



17

BMW-A.72 Rate as per SSR 1 Each 568.00 Each 568.00BMW-A.74 labour charges 1.00 Each 28.00 28.00



18

BMW-B.03 Rate as per SSR 1 No. 6237.00 Each 6237.00Overheads&Contractors Profit @14% 13.615% 6237.00 849.17


19

BMW-B.04 Rate as per SSR 1 No. 9651.00 Each 9651.00Overheads&Contractors Profit @14% 13.615% 9651.00 1313.98


20

90mm dia UNIT 3 RmtMaterial 3 Rmt 405 3 Rmt 405

1 No 95 1 No 95

1 No 108 1 No 108

1 No 17 1 No 17

Supplying and fixing 152.40 mm (6") x 101.60 mm (4") SWG gully trap of 1st class traps of ISI make conforming to IS: 651 & IS: 4127with C.I. grating and constructing single brick masonry wall chamber of size 20" x 14" x 12" in CM (1:6) pro. over a C.C. (1:5:10) prop. Bed 100mm thick and plastering 12mm thick in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8 mm x 288.6mm (12" x 9") C.I. frame and hinged cover of standard make as directed by the Engineer-in-charge including cost & conveyance to site, labour charges, etc. complete for finished item of work. (APSS No 1326)



Supplying and fixing of SWR PVC pipes (as per ISI standards) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)

BMW-G.12

90 mm dia 3 M Single Socket PVC/SWR pipe - 4 Kg/sq.cm - Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand

BMW-G.59

90 mm dia - Door Bend 87.5 Degree - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)

BMW-G.71

90 mm dia - Single Tee with Door - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)

BMW-G.99

90 mm dia - Vent Cowl - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)



3 Rmt 65 195

Add for Woden Gutties, nails, black paint etc LS 213.615% 822 111.9153

Value Added Tax ( Works Contract Tax) 0% 933.9153 0Total 933.9153

Rate per 1 Rmt Say 311110mm dia UNIT 3 Rmt

BMW-G.152

Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice

Applicable Overheads and Contractor's profit



Material 3 Rmt 484 3 Rmt 484

1 No 107 1 No 107

1 No 130 1 No 130

1 No 19 1 No 19

3 Rmt 65 195

Add for Woden Gutties, nails, black paint etc LS 2.3513.615% 937.35 127.6202

Value Added Tax ( Works Contract Tax) 0% 1064.97 0Total 1064.97

Rate per 1 Rmt Say 35521

BMW-I.63 Rate as per SSR 1 Each 73.00 Each 73.00BMW-I.64 labour charges 1.00 Each 22.00 22.00



22

ELEC-5.4.13 1 No. 25200 Each 25200Over Heads : 14.00 25200 0.14 3528.00

28728

each

each23

up to 40 Feet 1 Feet 32 Feet 32Add LA chrges 20.00% 20.00% 32 6.4

38.4Over Heads : 14.00 13.615% 38.4 5.22816

43.62816

Total per 1.00 Rft say 4424

40 Feet to 60 feet 1 Rft 37 Rft 37Add LA chrges 20.00% 20.00% 37 7.4

44.4Over Heads : 14.00 13.615% 44.4 6.04506

50.44506

Total per 1.00 Rft say 5025 C&S of meterials utilised for bore well filter point connections etc 140mm Ø 6kg/ cm2 pvc pipe

1 Rmt 368.61 Rmt 368.61

Over Heads : 14.00 13.615% 368.61 50.19

Total per 1.00 RM 41926

1 No. 139 each 139.00

BMW-G.13

110 mm dia 3 M Single Socket PVC/SWR pipe - 4 Kg/sq.cm - Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand

BMW-G.60

110 mm dia - Door Bend 87.5 Degree - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)

BMW-G.72

110 mm dia - Single Tee with Door - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)

BMW-G.100

110 mm dia - Vent Cowl - UPVC/SWR Pipe fittings (Prince/ Sudhakar/ Kisan/ Supreme or any ISI Brand)

BMW-G.152

Labour charges for laying, fixing and commissioning the PVC pipes including couplers/ bends/ tees etc any diameter including fixing necessary fittings like bends, plugs, couplers, junctions, tees, etc with solvent jointing as per standard practice


Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges, overheads & contractors profit complete for finished item of work for all floors.

Supply and Transportation of 2.00HP 25 Stage single phase ISI submersible motor pumpset suitable for 4" Bore well. Makes: Kirloskar / Crompton / CRI / L&T / Texmo / Varsha.


sdr no 61/12-13 dt 22.8.12 RWS kovur




C&S of meterials utilised for bore well filter point connections etc 140mm Ø 6kg/ cm2 pvc Dummy




Over Heads : 14.00 13.615% 139 18.92485157.92

Total per 1.00 no say 158




27 C&S of Nylon mesh

1 Rmt 85 Rmt 85.00

Over Heads : 14.00 13.615% 85.00 11.57

Total per 1.00 RM 9728 work shop charges for drilling holes to 140 mm Ø casing pipe

1 Rmt 200 Rmt 200.00

Over Heads : 13.615 13.615% 200 27.23

Total per 1.00 RM 227







BREAK UP DETAILS

1. KIND OF MATERIAL:- HBG MACHINE CRUSHED CHIPS & Metal.Quarry at KM. 4/6 of Butchi Dagadarthi road with 0.80 KM CT.

C.T. 0.80010 % C.T. 0.080Nagayagunta road KM. 0/100 to 6/400 6.300Pemmareddipalem road km 4/4 to 0/0 4.400Gandavaram link road 0/0 to 1/2 1.200Butchi-Utukur road km.9/2 to 13/6 4.400Rajupalem-Iskapalli road KM. 2/6 to 16/6 14.000

31.180 OR 31.00 KMS.

2. KIND OF MATERIAL:- Gravel.Quarry at km 3/0 of KK road with 0.20 KM ct.

CT 0.20010 % CT 0.020Kothapalli Kouragunta road from KM. 3/0 to 5/8 2.800AU road km. 4/0 to 0/6 3.400PR road 0.260RI road km. 18/0 to 16/6 1.400

8.080 OR 8.00 KMS.

3. KIND OF MATERIAL:- Country bricks.Kilns at Km. 11/2 of RI road with 0.20 KM CT

CT 0.20010 % CT 0.020RI road km. 11/2 to 16/6 5.400

5.620 OR 6.00 KMS.

4. KIND OF MATERIAL:- Sand for MortarQuarry at km 1/4 of N.B.B. road with 0.20 KM Ct.

CT 0.20010 % CT 0.020KT road km. 0/0 to 4/8 4.800New NH 5 road km. 183/6 to 187/0 3.400Rajupalem-Iskapalli road KM. 0/0 to 16/6 16.600

25.020 OR 25.00 KMS.

4. KIND OF MATERIAL:- Sand for fillingQuarry at km 1/4 of N.B.B. road with 0.20 KM Ct.

CT 0.20010 % CT 0.020KT road km. 0/0 to 4/8 4.800New NH 5 road km. 183/6 to 187/0 3.400Rajupalem-Iskapalli road KM. 0/0 to 16/6 16.600

25.020 OR 25.00 KMS.

Asst.Executive Engineer DY.Executive Engineer(R&B) section, Allur (R&B) Sub-Division, Kovur

Executive Engineer Superintending Engineer(R&B) Division, Kavali (R&B) Circle, Nellore

RMR Statement for the year 2014-15

Sl MATERIAL DESCRIPTION Unit Source Lead in KM Basic Cost Final Cost1 Cement MT 0 6000 0 0 45.4 6045.4

2 HYSD Fe-415 Steel MT 0 48000 0 0 54.43 48054.43

3 Mild Steel Bars MT 0 46000 0 0 54.43 46054.43

4 cum

Pennar river

25.00 342 289.12 0 0 631.12

5 cum 25.00 462 289.12 0 0 751.12

6 cum 25.00 342 289.12 0 0 631.12

7 Gravel for Filling cum 8.00 103 104.84 0 0 207.84

8 cum 31.00 735 352.25 0 0 1087.25

9 cum 31.00 935 352.25 0 0 1287.25

10 cum 31.00 1097 352.25 0 0 1449.25

11 cum 31.00 1365 352.25 0 0 1717.25

12 cum 31.00 845 352.25 0 0 1197.25

13 Nos 6.00 4700 133.73 37.84 37.84 4909.41

14 Nos 6.00 5500 133.73 37.84 37.84 5709.41

15 sqm 0 137.9 0 0 0 137.9





Conveyance (Category B)

Loading (Category C)

Less 14%

Unloading (Category C)

Less 14%

Fine aggregate/Sand for filling

Fine aggregate /Sand for mortar/ plastering worksFine aggregate/Sand for concrete works

Quarry at Km.3/0 of KK Road

with 0.20 Km CT

6mm Nominal Aggregate


13.2/ 12.5 mm Nominal Aggregate



Bricks 2nd Class : Non-modular

Bricks 2nd Class : Modular

Polished Shahabad / Tandur Stone

LEAD CHARGES Cost of Materials, LabourMetal

loading 10.00 12.80 Material Ratesunloading 8.50 8.70 60 to 63 mm IRC & MoRTH HBG metalstacking 5.50 8.70 50 to 55 mm IRC & MoRTH HBG metal

0.25 50.00 110.00 40 to 45 mm IRC & MoRTH HBG metal0.5 75.00 110.00 Granite for SS revetment 300 mm

1 100.00 120.00Granite for SS revetment 225 mm

2 106.00 126.00 SS Revetment work 225mm 3 112.00 132.00 SS Revetment work 300mm 4 118.00 138.00 SS Revetment work 450mm 5 124.00 144.00 Laterite for Revetment 225mm 6 130.00 150.00 Laterite for Revetment 300mm 7 136.00 156.00 Jeddy stone above 450mm to 600mm

8 142.00 162.009 148.00 168.00 150 mm soling stone HBG metal

10 154.00 174.00 40 to 45 mm IRC & MoRTH HBG M/C metal11 160.00 180.00 25 to 27 mm IRC & MoRTH HBG M/C metal12 166.00 186.00 19 to 22 mm IRC & MoRTH HBG M/C metal13 172.00 192.00 12 to 14 mm IRC & MoRTH HBG M/C metal14 178.00 198.00 9.5 to 11.20 mm IRC & MoRTH HBG M/C metal15 184.00 204.00 5 to 7 mm IRC & MoRTH HBG M/C metal16 190.00 210.00 HBG Stone chips 2.36mm and below17 196.00 216.00 Gravel 18 202.00 222.00 40 mm SS-5 m/c HBG metal19 208.00 228.00 25 mm SS-5 m/c HBG metal20 214.00 234.00 20 mm SS-5 m/c HBG metal21 219.00 239.75 12 mm SS-5 m/c HBG metal22 224.00 245.50 10 mm SS-5 m/c HBG metal23 229.00 251.25 6 mm SS-5 m/c HBG metal24 234.00 257.00 Sand for Mortar25 239.00 262.75 Sand for Filling26 244.00 268.50 HYSD Steel 27 249.00 274.25 Mild Steel 28 254.00 280.00 Cement29 259.00 285.75 Mild Steel 6mm30 264.00 291.50 Blasting charges31 268.80 297.00 Blasting charges32 273.60 302.50 Blasting charges for rough stone33 278.40 308.00 Seigniorage charges34 283.20 313.50 Metal35 288.00 319.00 Gravel/earth36 292.80 324.50 Sand37 297.60 330.00 Labour Rates38 302.40 335.50 Mate39 307.20 341.00 Mazdoor skilled40 312.00 346.50 Mazdoor unskilled

Earth/Gravel/Sand

Quarry spall(Field picked metal)Av. Of rate 25mm & 40mm

41 316.80 352.00 Machinery Rates42 321.60 357.50 Dozer 80 HP for spreading @ 200 cum per hour43 326.40 363.00 Motor grader 3.35M Blade @50 cum/Hr44 331.20 368.50 Hydralic excavator45 336.00 374.00 Front end loader 1 cum capacity46 340.80 379.50 Tipper 5 cum47 345.60 385.00 Vibratory roller 8T48 350.40 390.50 smooth wheeled roller 8 Ton49 355.20 396.00 Water tanker 6 KL50 360.00 401.50 Tractor 51 364.60 406.50 Tractor with Rotavator 52 369.20 411.50 Tractor with ripper attachment @ 60 cum per hour53 373.80 416.50 Air compressor 250 cfm54 378.40 421.50 Wet mix plant of 60 tonne hr. capacity55 383.00 426.50 Mechanical broom @ 1250 sqm/hr.56 387.60 431.50 Bitumen pressure distributor @1750 sqm/hr57 392.20 436.50 Emulsion pressure distributor @1750 sqm/hr58 396.80 441.50 Hot mix plant 40 to 60 TPH59 401.40 446.50 Mechanical Paver finisher 100 TPH

60 406.00 451.50 Hydraulic self propelled chip spreader @ 1500 sqm/hr.

61 410.60 456.50 Finish rolling with 6-8 tonne smooth wheeled tandem roller.62 415.20 461.50 Pneumatic road Roller63 419.80 466.50 GSB Plant 50 Cum64 424.40 471.50 Generator 250 KVA65 429.00 476.50 Generator set 125 KVA

66 433.60 481.50 Generator set 35 KVA

67 438.20 486.50 Concrete mixer 0.4/0.28 cum68 442.80 491.50 Tipper 5.50 cum capacity per 10 Tonnes per tkm69 447.40 496.50 Tipper 5 cum capacity for Soil, GSB, WMM, Hot mix70 452.00 501.50 Plate compactor/Power rammer71 456.60 506.50 2.36 to 5mm HBG m/c chips72 461.20 511.50 Tipper 10Tonne capacity for carriage of stone73 465.80 516.50 chips from stock pile on road side to chip74 470.40 521.50 spreader75 475.00 526.5076 479.60 531.5077 484.20 536.5078 488.80 541.5079 493.40 546.5080 498.00 551.5081 502.40 556.2582 506.80 561.0083 511.20 565.7584 515.60 570.5085 520.00 575.2586 524.40 580.0087 528.80 584.7588 533.20 589.5089 537.60 594.2590 542.00 599.00

91 546.40 603.7592 550.80 608.5093 555.20 613.2594 559.60 618.0095 564.00 622.7596 568.40 627.5097 572.80 632.2598 577.20 637.0099 581.60 641.75

100 586.00 646.50101 590.20 651.00102 594.40 655.50103 598.60 660.00104 602.80 664.50105 607.00 669.00106 611.20 673.50107 615.40 678.00108 619.60 682.50109 623.80 687.00110 628.00 691.50111 632.20 696.00112 636.40 700.50113 640.60 705.00114 644.80 709.50115 649.00 714.00116 653.20 718.50117 657.40 723.00118 661.60 727.50119 665.80 732.00120 670.00 736.50121 674.20 741.00122 678.40 745.50123 682.60 750.00124 686.80 754.50125 691.00 759.00126 695.20 763.50127 699.40 768.00128 703.60 772.50129 707.80 777.00130 712.00 781.50131 716.20 786.00132 720.40 790.50133 724.60 795.00134 728.80 799.50135 733.00 804.00136 737.20 808.50137 741.40 813.00138 745.60 817.50139 749.80 822.00140 754.00 826.50

141 758.20 831.00142 762.40 835.50143 766.60 840.00144 770.80 844.50145 775.00 849.00146 779.20 853.50147 783.40 858.00148 787.60 862.50149 791.80 867.00150 796.00 871.50

Cost of Materials, Labour

360.00390.00500.00136.00

117.00

71.0095.00

114.0098.00

114.00156.00

28.35

65.50500.00830.00845.00690.00560.00430.00225.00

56.00500.00830.00845.00690.00560.00430.00175.00

60.0045000.0041490.00

4300.0032175.00

70.0067.00

45.0020.0036.00

188.00193.40146.00

Machinery Rates2760.002600.002250.001320.00575.00

1550.00540.00345.00345.00345.00345.00370.00

1320.00290.00940.00600.00

15525.001090.00

2070.001320.001035.00

920.001550.001090.00

620.00345.00

4.504.50

40.00234.00

Name of the Work alluru

CEMENT MORTAR PER CUMCM (1:1) CM (1:1.5) CM (1:2) CM (1:3)

Cost of Cement 9216.00 6144.00 4608.00 3072.00Cost of Sand 946.21 946.21 946.21 946.21Wastage 5% 47.31 47.31 47.31 47.31

59.00 59.00 59.00 59.000.00 0.00 0.00 0.00

TOTAL Rate per cum 10268.52 7196.52 5660.52 4124.52

CM (1:4) CM (1:5) CM (1:6) CM (1:8)Cost of Cement 2304.00 1843.20 1536.00 1152.00Cost of Sand 946.21 946.21 946.21 946.21Wastage 5% 47.31 47.31 47.31 47.31

59.00 59.00 59.00 59.000.00 0.00 0.00 0.00

TOTAL Rate per cum 3356.52 2895.72 2588.52 2204.5220 mm GRADED METALCost of 20mm Metal (SS5) 60% 1711.67 1027.00Cost of 12mm Metal (SS5) 15% 1443.67 216.55Cost of 10mm Metal (SS5) 15% 1281.67 192.25Cost of 6mm Metal (SS5) 10% 1081.67 108.17TOTAL Rate per cum 1543.97

12 mm GRADED METALCost of 12mm Metal (SS5) 60% 1443.67 866.20Cost of 10mm Metal (SS5) 20% 1281.67 256.33Cost of 6mm Metal (SS5) 20% 1081.67 216.33TOTAL Rate per cum 1338.87

CIVIL DATASBuildings SoR : 2014-15

Description QuantityRate (RS)

Unit

Category Item Code Description No Unit Per Unit

1

UNIT 10 CUMCMM-087 Light mazdoor 3.640 day 295.00 1 day 1073.80

Add 75% for excavation of building foundation 75% 1073.80 805.350% 1879.15 0.00

Seigniorage Charge 10.000 cum 0.00 1 cum 0.0013.615% 1879.15 255.85

0% 2135.00 0.00

Total 2135.00

Rate per 1 cum. Say 214.00

Man Mazdoor for mixing mortar (0.20)cumApplicable Municipal Area Allowance

Man Mazdoor for mixing mortar (0.20)cumApplicable Municipal Area Allowance

Sl No

Index-Code

Amount (RS)

BLD-CSTN-

2-1

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS 20B (ApSS 308) in Ordinary Soil-Manual Means-Upto 3M depth

Man power

Applicable Municipal Area Allowance


Value Added Tax ( Works Contract Tax)

2

UNIT 6 CUMCMM-087 Light mazdoor 3.120 day 295.00 1 day 920.40

M-189 a Water charges Urban 0.720 KL 103.00 1 KL 74.160% 920.40 0.00

13.615% 994.56 135.41

0% 1129.97 0.00

Total 1129.97


3

UNIT 1 CUMMaterial BLC-007 Cost of Sand filling 1.00 cum 631.12 1 cum 734.21

CMM-087 Light mazdoor 0.310 day 295.00 1 day 91.45

M-189 a Water charges Urban 0.100 KL 103.00 1 KL 10.300% 91.45 0.00

13.615% 835.96 113.82

0% 949.78 0.00

Total 949.78


4

UNIT 10 SqmMaterial BMS-W.09 4.510 Ltr 228.00 1 Ltr 1028.28

CMM-043 0.220 day 345.00 1 day 75.90

CMM-087 Light mazdoor 3.000 day 295.00 1 day 885.000% 960.90 0.00

Add: water charges 1% 1989.18 19.89

BLD-CSTN -

2-9

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Man power




BLD-CSTN-

2-8

Filling with Sand in trenches, sides of foundations & basement from approved quarry consolidating deposited layer by watering and ramming, including all operational, incidental, labour charges, complete including cost and conveyance of sand / gravel for finished item of work. (APSS No 309 & 310).

Man power




BLD-CSTN-16-1

Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Liters/ sqm of the vertical surface & @ 5.0 Liters/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc complete for finished item of work as per the approval of the Engineer-in-Charge

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Man power

Asphalt Sprayer / Boiler attendant


Add: Sprayer, drilling machine 10% 1989.18 198.92Add: Water & Electricity 1.5% 1989.18 29.84

Add: Sundries & contigents 3.0% 1989.18 59.6813.615% 2297.50 312.81

0% 2610.31 0.00

Total 2610.31

Rate per 1 Sqm. Say 262.00

5

UNIT 1 CUMMaterial BLC-001 162.000 Kg 6400.00 1000 Kg 1036.80

BLC-015 0.900 cum 1191.67 1 cum 1072.50

BLC-008 Cost of Sand 0.450 cum 884.21 1 cum 397.89M-189 a Water charges Urban 1.200 KL 103.00 1 KL 123.60CMC-016 1 Hour 138.80 1 Hour 138.80

Crew CMC-016 1 Hour 189.80 1 Hour 189.80

0% 189.80 0.00

CMM-011 0.100 day 385.00 1 day 38.50


13.615% 3407.94 463.99

0% 3871.94 0.00

Total 3871.94


6




BLD-CSTN-

3-5

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal upto Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:4:8) NOMINAL MIX

Cement 43 Gr (including loading charges)

Cost of 40mm Nominal Aggregate

Machinery

Concrete mixer 300 / 200 ( diesel)


Municipal Area Allowance applicable on Machinery crew

Man power

Mason Cl- I / Brick layer Cl- I




BLD-CSTN-

3-7



BLC-015 0.900 cum 1191.67 1 cum 1072.50



0% 189.80 0.00

CMM-011 0.100 day 385.00 1 day 38.50


13.615% 3200.58 435.76

0% 3636.34 0.00

Total 3636.34


7

UNIT 1 CUMA BED BLOCKS

Material BLC-001 220.000 Kg 6400.00 1000 Kg 1408.00

BLC-014 0.900 cum 1543.97 1 cum 1389.57

BLC-008 Cost of Sand 0.450 cum 884.21 1 cum 397.89M-189 a Water charges Urban 1.200 KL 103.00 1 KL 123.60CMM-011 0.100 day 385.00 1 day 38.50


Total 4053.76


Rate for other Floors Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)4053.76 4053.76 4053.76 4053.76

Centering Hire charges 61.00 61.00 61.00 61.00

Centering labour 230.00 253.00 276.00 299.000.00 0.00 0.00 0.00

Lift charges 0.00 73.47 146.94 220.41


Machinery




Man power





BLD-CSTN-3-10

Plain Cement Concrete (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size nominal aggregate machine crushed hard granite metal (coarse aggregate) from approved quarry from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete, curing etc., complete for finished item of work. (APSS No. 402) for:-Hand Mix-PCC (1:3:6) NOMINAL MIX



Man power



Rate as worked out above


0.00 0.00 0.00 0.00

591.54 604.67 617.81 630.94

0.00 0.00 0.00 0.00

Rate per cum 4936.30 5045.91 5094.51 5265.12Say 4936.00 5046.00 5095.00 5265.00

Rate for other Floors 4th (F5) 5th (F6) 6th (F7) 7th (F8)4053.76 4053.76 4053.76 4053.76



Lift charges 293.88 367.35 440.82 514.290.00 0.00 0.00 0.00

644.08 657.21 670.35 683.48

0.00 0.00 0.00 0.00

Rate per cum 5374.72 5484.33 5593.93 5703.54Say 5375.00 5484.00 5594.00 5704.00

8


0.800 cum 1543.97 1 cum 1235.17

BLC-008 Cost of Sand 0.400 cum 884.21 1 cum 353.68M-189 a Water charges Urban 1.200 KL 103.00 1 KL 123.60CMC-009 Batching plant 0.5 cum 1.333 Hour 228.70 1 Hour 304.86

Hire CMC-040 1.333 Hour 29.10 1 Hour 38.79

Crew CMC-009 Batching plant 0.5 cum 1.333 Hour 293.80 1 Hour 391.64

" CMC-040 1.333 Hour 136.60 1 Hour 182.09

0% 573.72 0.00









BLD-CSTN-3-14.A

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for FOUNDATIONS, PLINTH, PEDESTALS, STEPS Design Mix : M 25(Weigh Batch) Centering with Steel upto 3.66


Cost of 20mm Graded metal

Machinery

Needle vibrator 40 mm ( petrol )



CMM-011 0.133 day 385.00 1 day 51.21

CMM-077 0.267 day 345.00 1 day 92.12


Basic cost Total 6562.15


FOOTINGSRate as worked out 1 cum 6562.15 1 cum 6562.15Centering Hire charges 1 cum 277.00 1 cum 277.00

Centering labour 1 cum 446.00 1 cum 446.000% 446.00 0.00

13.615% 7285.15 991.87

0% 8277.02 0.00

Total 8277.02


PEDESTALSRate as worked out 1 cum 6562.15 1 cum 6562.15Centering Hire charges 1 cum 315.00 1 cum 315.00


13.615% 7587.15 1032.99

0% 8620.14 0.00

Total 8620.14

Rate per 1 cum. Say 8620.00UNIT 1 CUM


0.800 cum 1543.97 1 cum 1235.17

BLC-008 Cost of Sand 0.400 cum 884.21 1 cum 353.68M-189 a Water charges Urban 1.200 KL 103.00 1 KL 123.60CMC-001 0.222 Hour 1696.20 1 Hour 376.56


Market Concrete Pump 0.222 Hour 120.80 1 Hour 26.82Crew CMC-001 0.222 Hour 244.90 1 Hour 54.37

" CMC-011 0.222 Hour 293.80 1 Hour 65.22

0% 119.59 0.00

Man power


Mason Cl- ll / Brick layer Cl-II










Machinery

Agitator car / Transit mixer 2 cum

Batching plant 2 x 1.50 cum

Agitator car / Transit mixer 2 cum

Batching plant 2 x 1.50 cum


CMM-011 0.056 day 385.00 1 day 21.56

CMM-077 0.056 day 345.00 1 day 19.32




PLINTH BEAMSRate as worked out 1 cum 5186.74 1 cum 5186.74Centering Hire charges 1 cum 1335.00 1 cum 1335.00


13.615% 7596.74 1034.30

0% 8631.04 0.00

Total 8631.04


9


0.800 cum 1543.97 1 cum 1235.17




" CMC-040 1.333 Hour 136.60 1 Hour 182.09

0% 573.72 0.00

CMM-011 0.167 day 385.00 1 day 64.30

CMM-077 0.167 day 345.00 1 day 57.62

CMM-087 Light mazdoor 5.600 day 295.00 1 day 1652.00

Man power







BLD-CSTN-3-15.B

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including Unsupported Height upto 3.66 M Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc, but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS for:-Design Mix : M 25(Weigh Batch)



Machinery




Man power



0% 1773.91 0.00



i COLUMNS

Rate as worked out 1 cum 6835.74 1 cum 6835.74Total 6835.74


Rate for other FloorsGround (F1) 1st (F2) 2nd (F3) 3rd (F4)

6835.74 6835.74 6835.74 6835.74



Lift charges 0.00 234.76 469.53 704.290.00 0.00 0.00 0.00

1134.50 1183.76 1233.01 1282.13

0.00 0.00 0.00 0.00

Rate per cum 9467.24 9878.26 10289.28 10699.16Say 9467.00 9878.00 10289.00 10699.00




Lift charges 939.05 1173.82 1408.58 1643.340.00 0.00 0.00 0.00

1331.38 1380.64 1429.89 1479.14

0.00 0.00 0.00 0.00

Rate per cum 11110.17 11521.19 11932.21 12343.23Say 11110.00 11521.00 11932.00 12343.00

ii 3.66M Height LINTELSRate as worked out 1 cum 6835.74 1 cum 6835.74

Total 6835.74




3.66M Height














Lift charges 0.00 234.76 469.53 704.290.00 0.00 0.00 0.00

1157.10 1201.32 1245.67 1289.89

0.00 0.00 0.00 0.00

Rate per cum 9655.84 10024.82 10394.94 10763.92Say 9656.00 10025.00 10395.00 10764.00


Centering Hire charges 760.00 760.00 760.00 760.00Centering labour 1264.00 1355.00 1445.00 1535.00

0.00 0.00 0.00 0.00

Lift charges 939.05 1173.82 1408.58 1643.340.00 0.00 0.00 0.00

1334.11 1378.46 1422.67 1466.89

0.00 0.00 0.00 0.00

Rate per cum 11132.90 11503.01 11871.99 12240.97Say 11133.00 11503.00 11872.00 12241.00

10


0.800 cum 1543.97 1 cum 1235.17




" CMC-040 0.308 Hour 136.60 1 Hour 42.07










BLD-CSTN-3-16 C

Supply and placing of the M-25 Grade Vibrated reinforced Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including Unsupported Height upto 3.66 M Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc, but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete for finished item of work. for BEAMS & SLABS IN BUILDINGS for:-Design Mix : M 25(Weigh Batch)



Machinery



0% 132.56 1.00 0.00

CMM-011 0.067 day 385.00 1 day 25.80

CMM-077 0.133 day 345.00 1 day 45.89

CMM-087 Light mazdoor 3.077 day 295.00 1 day 907.720% 979.40 1.00 0.00

Basic cost 5335.82

i BEAMS

Rate as worked out 1 cum 5335.82 1 cum 5335.82Total 5335.82


Rate for other Floors 1st (F2) 2nd (F3) 3rd (F4)

5335.82 5335.82 5335.82 5335.82



Lift charges 0.00 111.20 222.39 333.590.00 0.00 0.00 0.00

1054.05 1083.62 1113.33 1142.90

0.00 0.00 0.00 0.00

Rate per cum 8795.87 9042.63 9290.54 9537.30Say 8796.00 9043.00 9291.00 9537.00




Lift charges 444.78 555.98 667.17 778.370.00 0.00 0.00 0.00

1172.61 1202.18 1231.75 1261.46

0.00 0.00 0.00 0.00

Rate per cum 9785.21 10031.97 10278.74 10526.64

Say 9785.00 10032.00 10279.00 10527.00

iv SLAB 125MM THICK


Man power




3.66M Height

Ground (F1)











3.66M Height

Rate as worked out 1.25 cum 5335.82 1 cum 6669.77Rate per 1 sqm 666.98Rate for other Floors 1st (F2) 2nd (F3) 3rd (F4)

666.98 666.98 666.98 666.98



Lift charges 0.00 13.90 27.80 41.700.00 0.00 0.00 0.00

127.98 131.50 135.03 117.86

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1067.96 1097.38 1126.81 983.54Say 1068.00 1097.00 1127.00 984.00




Lift charges 55.60 69.50 83.40 97.300.00 0.00 0.00 0.00

142.08 145.75 149.27 132.10

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1185.66 1216.22 1245.65 1102.38Say 1186.00 1216.00 1246.00 1102.00

v SLAB 150MM THICK

Rate as worked out 1.50 cum 5335.82 1 cum 8003.73Rate per 1 sqm 800.37

Rate for other Floors 1st (F2) 2nd (F3) 3rd (F4)800.37 800.37 800.37 800.37



Lift charges 0.00 16.68 33.36 50.040.00 0.00 0.00 0.00

146.14 150.04 153.95 137.16

Ground (F1)











3.66M Height

Ground (F1)Rate as worked out

above




0.00 0.00 0.00 0.00

Rate per 1 Sqm 1219.51 1252.10 1284.68 1144.57Say 1220.00 1252.00 1285.00 1145.00




Lift charges 66.72 83.40 100.08 116.760.00 0.00 0.00 0.00

161.76 165.80 169.70 152.91

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1349.85 1383.57 1416.15 1276.04Say 1350.00 1384.00 1416.00 1276.00

vii 3.66M Height SLAB 200MM THICKRate as worked out 2.00 cum 5335.82 1 cum 10671.64Rate per 1 sqm 1067.16




Lift charges 0.00 22.24 44.48 66.720.00 0.00 0.00 0.00

183.42 188.08 192.88 197.54

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1530.58 1569.48 1609.52 1648.42Say 1531.00 1569.00 1610.00 1648.00




Lift charges 88.96 111.20 133.43 155.670.00 0.00 0.00 0.00

202.34 207.00 211.66 216.46

0.00 0.00 0.00 0.00

















Rate per 1 Sqm 1688.46 1727.36 1766.26 1806.29Say 1688.00 1727.00 1766.00 1806.00

11

A STEPSUNIT 1 CUM


BLC-014 0.900 cum 1543.97 1 cum 1389.57



0% 189.80 0.00

CMM-011 0.100 day 385.00 1 day 38.50


Total 4800.21





Lift charges 0.00 63.83 127.67 191.500.00 0.00 0.00 0.00

751.99 766.80 781.49 796.30

0.00 0.00 0.00 0.00

Rate per cum 6275.20 6398.85 6521.37 6645.02Say 6275.00 6399.00 6521.00 6645.00



BLD-CSTN-3-11

Plain Cement Concrete corresponding to M-20 grade as per IS 456 nominal mix using 20mm size nominal agreegate machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work, for:-Machine Mix-PCC : M-20 NOMINAL MIX Centering with Steel up to 3.66M.


Cost of 20mm Nominal graded Aggregate

Machinery




Man power










Lift charges 255.34 319.17 383.01 446.840.00 0.00 0.00 0.00

810.98 825.80 840.62 855.30

0.00 0.00 0.00 0.00

Rate per cum 6767.54 6891.19 7014.85 7137.36Say 6768.00 6891.00 7015.00 7137.00

12

CHAJJAS/SUNSHADESUNIT 1 CUM


0.800 cum 1543.97 1 cum 1235.17




" CMC-040 0.308 Hour 136.60 1 Hour 42.07

0% 132.56 1.00 0.00

CMM-011 0.067 day 385.00 1 day 25.80

CMM-077 0.133 day 345.00 1 day 45.89

CMM-087 Light mazdoor 3.077 day 295.00 1 day 907.720% 979.40 1.00 0.00

Basic cost5335.82

Rate as worked out 0.0625 cum 5335.82 1 cum 333.49





BLD-CSTN-

3-13:31

Supply and placing of the M-25 Grade Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete including Unsupported Height upto 3.66 M Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc, but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.for:-Sun Shade-Slab thk 62.50



Machinery




Man power




Rate per 1 cum.

0.75m wide Chajja / Sunshade

1.5625 0.0000 sqm 232.60 1 sqm 0.00

Rate per 1 sqm 333.49




Lift charges 0.00 6.95 13.90 20.850.00 0.00 0.00 0.00

84.75 87.60 90.46 93.31

0.00 0.00 0.00 0.00

Rate per 1 Sqm 707.24 731.04 754.84 778.65Say 707.00 731.00 755.00 779.00




Lift charges 27.80 34.75 41.70 48.650.00 0.00 0.00 0.00

96.16 99.01 101.73 104.58

0.00 0.00 0.00 0.00

Rate per 1 Sqm 802.45 826.25 848.92 872.72Say 802.00 826.00 849.00 873.00

13

UNIT 1 MTMaterial BLC-002 1.050 MT 42000.00 1 MT 44100.0000

CSSR-A.03 Binding wire 6.000 Kg 70.00 1 Kg 420.00CMM-002 10.000 day 385.00 1 day 3850.00


Total 51320.00

12 mm Plastering charges top & bottom











BLD-CSTN-

4-1

Supplying, fitting and placing HYSD (Fe 415/ tmt grade as per IS 1786-1985) bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work

Cost of HYSD Fe-415 Steel (including loading charges)

Man power

Black smith / Tin smith / Rivetor


Rate per 1 MT Say 51320.00Rate for other Floors Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

51320.00 51320.00 51320.00 51320.00

Lift charges 0.00 680.00 1360.00 2040.000.00 0.00 0.00 0.00

6987.22 7079.80 7172.38 7264.96

0.00 0.00 0.00 0.00

Rate per MT 58307.22 59079.80 59852.38 60624.96Say 58307.00 59080.00 59852.00 60625.00


Lift charges 2720.00 3400.00 4080.00 4760.000.00 0.00 0.00 0.00

7357.55 7450.13 7542.71 7635.29

0.00 0.00 0.00 0.00

Rate per MT 61397.55 62170.13 62942.71 63715.29Say 61398.00 62170.00 62943.00 63715.00

14

UNIT 1 MTMaterial BLC-006 1.050 MT 45000.00 1 MT 47250.00

CSSR-A.03 Binding wire 6.000 Kg 70.00 1 Kg 420.00CMM-002 10.000 day 385.00 1 day 3850.00


Total 54470.00

Rate per 1 MT Say 54470.00


Lift charges 0.00 680.00 1360.00 2040.000.00 0.00 0.00 0.00

7416.09 7508.67 7601.25 7693.84

0.00 0.00 0.00 0.00









Providing Mild steel bars (Fe 250 grade as per IS 432) of different diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work. (APSS No.126)

Cost of MS bars Fe 250 grade (including loading charges)

Man power

Black smith / Tin smith / Rivetor






Rate per MT 61886.09 62658.67 63431.25 64203.84Say 61886.00 62659.00 63431.00 64204.00


Lift charges 2720.00 3400.00 4080.00 4760.000.00 0.00 0.00 0.00

7786.42 7879.00 7971.58 8064.16

0.00 0.00 0.00 0.00

Rate per MT 64976.42 65749.00 66521.58 67294.16Say 64976.00 65749.00 66522.00 67294.00

15

UNIT 1 CumMaterial BLC-023 512.00 Nos 4869.12 1000 Nos 2492.99


BLC-008 Cost of Sand 0.20 cum 946.21 1 cum 189.24CMM-011 0.24 day 385.00 1 day 92.40

CMM-077 0.56 day 345.00 1 day 193.20


Add: Water Charges 1% 3832.58 38.33Total 3870.91

Rate per 1 cum Say 3871.00


Scafolding Charges 298.21 404.14 510.08 616.020.00 0.00 0.00 0.00

Lift charges 0.00 84.32 168.63 252.950.00 0.00 0.00 0.00

567.62 593.53 619.43 645.33

0.00 0.00 0.00 0.00

Rate per cum 4736.74 4952.89 5169.05 5385.21Say 4737.00 4953.00 5169.00 5385.00





BLD-CSTN-

5-4

Brick masonry 230 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using Bricks second class or ground moulded (Non-Modular or traditional size) 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,cost of excluding seigniorage on all materials and all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing etc., complete for finished item of work as per SS 504. for:-Brick Masonry in CM 1:6 (Country)

Cost of Bricks 2nd Class : Non-modular (including loading charges)


Man power











Lift charges 337.26 421.58 505.89 590.200.00 0.00 0.00 0.00

671.24 697.14 723.04 748.95

0.00 0.00 0.00 0.00

Rate per cum 5601.36 5817.52 6033.67 6249.83Say 5601.00 5818.00 6034.00 6250.00

16

UNIT 10 SqmMaterial BLC-023 589.00 Nos 4869.12 1000 Nos 2867.91

Material BLC-008 Cost of CM 1:6 0.23 cum 2588.52 1 cum 595.36

CMM-011 0.60 day 385.00 1 day 231.00

CMM-077 0.60 day 345.00 1 day 207.00



Rate per 1 Sqm Say 475.96



Lift charges 0.00 12.49 24.99 37.480.00 0.00 0.00 0.00

67.92 72.94 77.96 82.98

0.00 0.00 0.00 0.00

Rate per 1Sqm 612.48 654.35 696.23 738.10






BLD-CSTN-5-12

Reinforced Brick Masonry for partition walls (115 mm thick) in CM (1:6) prop.(Cement:Sand) using Bricks second class or ground moulded (Non-Modular or traditional size) 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding cost of seigniorage charges on all materials, scaffolding charges and all labour charges like mixing cement mortar, lift charges, curing, complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 509 & 501) for:-Reinforced Brick Masonry in CM 1:6 (Country)

Cost of Bricks 2nd Class : Non-modular (including loading charges)

Man power









Say 612.00 654.00 696.00 738.00



Lift charges 49.97 62.46 74.96 87.450.00 0.00 0.00 0.00

88.00 93.01 98.03 103.05

0.00 0.00 0.00 0.00

Rate per 1 Sqm 734.32 776.19 818.07 859.95Say 734.00 776.00 818.00 860.00

17

UNIT 10 SqmBASE COAT 16mm thick in CM(1:6)Material BLC-001 43.00 Kg 6400.00 1000 Kg 275.20

BLC-008 Cost of Sand 0.18 cum 946.21 1 cum 170.32TOP COAT 4mm thick in CM(1:4)Material BLC-001 14.50 Kg 6400.00 1000 Kg 92.80


CMM-077 1.47 day 345.00 1 day 507.15



Rate per 1 Sqm Say 250.10Rate for other Floors Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)

250.10 250.10 250.10 250.10


Lift charges 0.00 19.00 38.00 57.010.00 0.00 0.00 0.00

34.98 37.90 40.82 43.74






BLD-CSTN-

8-9

Plastering 20 mm thick in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for External & Uneven Surfaces of Brick Wall and RCC exposed surfaces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 20 mm



Man power








0.00 0.00 0.00 0.00

Rate per 1Sqm 291.94 316.30 340.66 365.02Say 292.00 316.00 341.00 365.00



Lift charges 76.01 95.01 114.01 133.010.00 0.00 0.00 0.00

46.66 49.58 52.50 55.42

0.00 0.00 0.00 0.00

Rate per 1 Sqm 389.37 413.73 438.09 462.45Say 389.00 414.00 438.00 462.00

18




CMM-077 1.47 day 345.00 1 day 507.15






Lift charges 0.00 19.00 38.00 57.010.00 0.00 0.00 0.00







BLD-CSTN-8-10

Plastering 12 mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Plastering 2/c in CM (1:4) & (1:6): 12 mm



Man power







32.60 35.52 38.44 41.36

0.00 0.00 0.00 0.00

Rate per 1Sqm 272.06 296.42 320.78 345.13Say 272.00 296.00 321.00 345.00



Lift charges 76.01 95.01 114.01 133.010.00 0.00 0.00 0.00

44.28 47.20 50.12 53.03

0.00 0.00 0.00 0.00

Rate per 1 Sqm 369.49 393.85 418.21 442.56Say 369.00 394.00 418.00 443.00

19




CMM-077 1.47 day 345.00 1 day 507.15





Scafolding Charges 14.32 19.11 23.91 28.70








BLD-CSTN-8-10

Ornamental plastering to ceiling 12 mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Ceiling Plastering 2/c in CM (1:3) & (1:5): 12 mm



Man power





0.00 0.00 0.00 0.00

Lift charges 0.00 19.00 38.00 57.010.00 0.00 0.00 0.00

34.52 37.76 41.00 44.24

0.00 0.00 0.00 0.00

Rate per 1Sqm 288.04 315.07 342.11 369.14Say 288.00 315.00 342.00 369.00



Lift charges 76.01 95.01 114.01 133.010.00 0.00 0.00 0.00

47.48 50.72 53.96 57.19

0.00 0.00 0.00 0.00

Rate per 1 Sqm 396.18 423.21 450.25 477.28Say 396.00 423.00 450.00 477.00

20

UNIT 10 SqmMaterial BLC-001 100.80 Kg 6400.00 1000 Kg 645.12

BLC-008 Cost of Sand 0.21 cum 946.21 1 cum 198.70BMT-H.01 2.00 Kg 52.00 1 Kg 104.00

CMM-011 0.66 day 385.00 1 day 254.10

CMM-077 1.54 day 345.00 1 day 531.30




Rate for other Floors Ground (F1) 1st (F2) 2nd (F3) 3rd (F4)










BLD-CSTN-10-25

Providing impervious coat to exposed RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like sand, water proofing compound, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including providing 4" coving with cement concrete in (1:2:4) prop. rounding off the wall and slab junction etc., complete for finished item of work. (APSS No. 901 & 903) for:-Impervious coat CM(1:3), 20mm


Supply of cement based Impervious Water Proofing powder compound

Man power




285.30 285.30 285.30 285.30

Lift charges 0.00 18.77 37.54 56.310.00 0.00 0.00 0.00

38.84 41.40 43.95 46.51

0.00 0.00 0.00 0.00

Rate per 1Sqm 324.14 345.47 366.79 388.12Say 324.00 345.00 367.00 388.00


Lift charges 75.08 93.85 112.61 131.380.00 0.00 0.00 0.00

49.07 51.62 54.18 56.73

0.00 0.00 0.00 0.00

Rate per 1 Sqm 409.44 430.77 452.09 473.41Say 409.00 431.00 452.00 473.00

21

UNIT 10 SqmMaterial BMT-C.15 10.50 Sqm 1048.00 1 Sqm 11004.00

BLC-001 21.60 Kg 6400.00 1000 Kg 138.24

BLC-001 Cement Slurry 33.00 Kg 6400.00 1000 Kg 211.20BMS-W.68 White Cement 6.00 Kg 29.00 1 Kg 174.00BLC-008 Cost of Sand 0.14 cum 946.21 1 cum 132.47CMM-011 0.96 day 385.00 1 day 369.60

CMM-077 2.24 day 345.00 1 day 772.80


Add water charges 1% 1% 13775.81 137.76Total 13913.57











BLD-CSTN-

9-5

Flooring with Vitrified tiles of size 600 x 600 mm not less than 8 to 10mm thick premium colour 1st quality set over a base coat of CM (1:8) prop. 12mm thick and filling the joints with 3mm Nylon spacers at each corner of the tile andn joints grooted with laticrete epoxy grout of pigment of approved shade of tiles over a bed of C.C. or R.C.C. slab, including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) cost of excluding seigniorage charges on all materials cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer-in-charge curing etc., complete for finished item of work. (APSS No.707 & 701)

Supply of vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness glossy finish permium colours


Man power





Lift charges 0.00 21.16 42.32 63.480.00 0.00 0.00 0.00

189.44 192.32 195.20 198.08

0.00 0.00 0.00 0.00

Rate per 1Sqm 1580.84 1604.88 1628.92 1652.96Say 1581.00 1605.00 1629.00 1653.00


Lift charges 84.64 105.80 126.95 148.110.00 0.00 0.00 0.00

200.96 203.84 206.72 209.60

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1677.00 1701.04 1725.08 1749.12Say 1677.00 1701.00 1725.00 1749.00

22


BLC-001 34.56 Kg 6400.00 1000 Kg 221.18

BLC-008 Cost of Sand 0.12 cum 946.21 1 cum 113.55BLC-001 Cement Slurry 33.00 Kg 6400.00 1000 Kg 211.20BMS-W.68 White Cement 2.00 Kg 29.00 1 Kg 58.00CMM-011 0.96 day 385.00 1 day 369.60

CMM-077 2.24 day 345.00 1 day 772.80












BLD-CSTN-9-20

Skirting with Vitrified tiles of size 600 x 600 mm not less than 8 to 10mm thick premium colour 1st quality thick internal wall to 12.5cm height with length equal to flooring stones and matching the flooring joint lines and set over a base coat of CM (1:5) prop. 12mm thick and filling the joints with laticrete epoxy grout of approved shade pigment match the lines of tiles slab, including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) cost of excluding seigniorage charges on all materials cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer-in-charge curing etc., complete for finished item of work. (APSS No.707 & 701)

Supply of vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness glossy finish permium colours


Man power




1386.10 1386.10 1386.10 1386.10

Lift charges 0.00 21.16 42.32 63.480.00 0.00 0.00 0.00

188.72 191.60 194.48 197.36

0.00 0.00 0.00 0.00

Rate per 1Sqm 1574.82 1598.86 1622.90 1646.94Say 1575.00 1599.00 1623.00 1647.00


Lift charges 84.64 105.80 126.95 148.110.00 0.00 0.00 0.00

200.24 203.12 206.00 208.88

0.00 0.00 0.00 0.00

Rate per 1 Sqm 1670.98 1695.02 1719.06 1743.10Say 1671.00 1695.00 1719.00 1743.00

23


BLC-001 21.60 Kg 6400.00 1000 Kg 138.24


CMM-077 2.24 day 345.00 1 day 772.80













BLD-CSTN-

9-6

Flooring with non-skid ceramic tiles of size 300 x 300 mm not less than 7.3 mm thick set over a base coat of CM (1:8) prop. 12mm thick and filling the joints with white cement mixed with pigment of matching shade to match the shade of tiles over a bed of C.C. or R.C.C. slab, including cost and conveyance of all materials like cement, sand, water, ceramic tiles, white cement etc., to site (excluding cost of C.C. bed)cost of excluding seigniorage on all materials cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer-in-charge curing etc., complete for finished item of work. (APSS No.707 & 701)

Supply of Ceramic floor tiles of notless than 7.3mm thick 1st quality in all shades and designs


Man power




759.50 759.50 759.50 759.50

Lift charges 0.00 21.16 42.32 63.480.00 0.00 0.00 0.00

103.41 106.29 109.17 112.05

0.00 0.00 0.00 0.00

Rate per 1Sqm 862.91 886.95 910.99 935.03Say 863.00 887.00 911.00 935.00


Lift charges 84.64 105.80 126.95 148.110.00 0.00 0.00 0.00

114.93 117.81 120.69 123.57

0.00 0.00 0.00 0.00

Rate per 1 Sqm 959.07 983.10 1007.14 1031.18Say 959.00 983.00 1007.00 1031.00

24


BLC-001 34.56 Kg 6400.00 1000 Kg 221.18














Dadooing to walls with Screen printed Decorated coloured back ground glazed tiles 1st quality of premium quality and colour as approved by Engineer, 7mm thick of size not less than 200 mm x 300 mm of approved colour, shade and make set over a base coat of C.M (1:5) proportion, 12mm thick and neat grey cement slurry of honey like consistency, spread at the rate of 3.3kgs per sqm and jointed with white cement or coloured cement to match the shade of the tiles, including cost and conveyance of all materials like cement, sand, water, tiles, coloured cement etc., to site, cost of excluding seigniorage on materials and all labour charges for mixing of cement mortar, laying glazed tiles to level, curing etc., complete for finished item of work as directed by Engineer-in-charge.

Supply of screenprinted, decorated coloured background glazed wall tiles of any size and of 5 to 7 mm thick


Man power



789.30 789.30 789.30 789.30

Lift charges 0.00 5.32 10.65 15.970.00 0.00 0.00 0.00

107.46 108.19 108.91 109.64

0.00 0.00 0.00 0.00

Rate per 1Sqm 896.76 902.81 908.86 914.91Say 897.00 903.00 909.00 915.00


Lift charges 21.30 26.62 31.95 37.270.00 0.00 0.00 0.00

110.36 111.09 111.81 112.54

0.00 0.00 0.00 0.00

Rate per 1 Sqm 920.96 927.01 933.06 939.11Say 921.00 927.00 933.00 939.00

25

UNIT 10 SqmMaterial BLC-034 11.00 Sqm 166.09 1 Sqm 1827.04

BLC-001 21.60 Kg 6400.00 1000 Kg 138.24

BLC-001 Cement Slurry 33.00 Kg 6400.00 1000 Kg 211.20BLC-001 Cement for jointing 20.00 Kg 6400.00 1000 Kg 128.00BLC-008 Cost of Sand 0.12 cum 946.21 1 cum 113.55CMM-011 3.10 day 385.00 1 day 1193.50

CMM-077 1.10 day 345.00 1 day 379.50




428.70 428.70 428.70 428.70

Lift charges 0.00 18.27 36.53 54.80









BLD-CSTN-

9-1

Flooring with polished shahabad stones 15 to 18mm mm thick set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, excluding seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, .

Polished Shahabad/ Tandur stone slabs of 15 to 18 mm thick (0.457x0.304) or any other size as specified


Man power





0.00 0.00 0.00 0.00

58.37 60.85 63.34 65.83

0.00 0.00 0.00 0.00

Rate per 1Sqm 487.07 507.82 528.58 549.33Say 487.00 508.00 529.00 549.00


Lift charges 73.07 91.34 109.60 127.870.00 0.00 0.00 0.00

68.32 70.80 73.29 75.78

0.00 0.00 0.00 0.00

Rate per 1 Sqm 570.08 590.84 611.59 632.35Say 570.00 591.00 612.00 632.00

26

UNIT 10 SqmMaterial BLC-034 11.00 Sqm 166.09 1 Sqm 1827.04

BLC-001 34.56 Kg 6400.00 1000 Kg 221.18

BLC-001 Cement Slurry 33.00 Kg 6400.00 1000 Kg 211.20BLC-008 Cost of Sand 0.12 cum 946.21 1 cum 113.55CMM-011 0.96 day 385.00 1 day 369.60

CMM-077 2.24 day 345.00 1 day 772.80




447.40 447.40 447.40 447.40

Lift charges 0.00 20.57 41.14 61.710.00 0.00 0.00 0.00








BLD-CSTN-9-23

Providing Skirting/Riser with Polished Shahabad/ Tandur stone slabs of 15 to 18 mm thick (0.457x0.304) or any other size as specified set over base coat of CM (1:5) 12mm thick with Grey cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with cement to full depth (joints of stone should be flushed)including cost and conveyance of all materials like cement, sand, water, etc., to site includingcost of excluding seigniorage on all materials cost of base coat all labour charges like dressing to the required size, mixing of mortar, curing and lift charges including cutting the brick wall to place the stones and redoing the surface smooth complete for finished item of works (APSS No.707 & 701). The skirting should flush online with plastering.

Polished Shahabad/ Tandur stone slabs of 15 to 18 mm thick (0.457x0.304) or any other size as specified


Man power






60.91 63.71 66.51 69.31

0.00 0.00 0.00 0.00

Rate per 1Sqm 508.31 531.68 555.05 578.42Say 508.00 532.00 555.00 578.00


Lift charges 82.28 102.85 123.41 143.980.00 0.00 0.00 0.00

72.12 74.92 77.72 80.52

0.00 0.00 0.00 0.00

Rate per 1 Sqm 601.79 625.16 648.53 671.90Say 602.00 625.00 649.00 672.00

27

UNIT 10 SqmMaterial BMT-D.01 10.50 Sqm 314.00 1 Sqm 3297.00

BLC-001 28.80 Kg 6400.00 1000 Kg 184.32





600.50 600.50 600.50 600.50

Lift charges 0.00 19.66 39.31 58.970.00 0.00 0.00 0.00

81.76 84.43 87.11 89.79

0.00 0.00 0.00 0.00

Rate per 1Sqm 682.26 704.59 726.92 749.25Say 682.00 705.00 727.00 749.00

Rate for other Floors 4th (F5) 5th (F6) 6th (F7) 7th (F8)







BLD-CSTN-

9-4

Flooring with chequrred terrazzo tiles of 22 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, excluding seigniorage charges, complete for finished item of work,

Chequered Terrazzo tiles of 22 mm thick (Medium shade) 0.254 M x 0.406 M


Man power







600.50 600.50 600.50 600.50

Lift charges 78.62 98.28 117.93 137.590.00 0.00 0.00 0.00

92.46 95.14 97.81 100.49

0.00 0.00 0.00 0.00

Rate per 1 Sqm 771.58 793.91 816.24 838.58Say 772.00 794.00 816.00 839.00

28

One Coat of Primer UNIT 10.00 Sqm

Material BMT-J.02 1.00 Kg 86.00 1 Kg 86.00

CMM-035 Painter Cl- I 0.21 day 440.00 1 day 92.40

CMM-079 Painter Cl- II 0.49 day 345.00 1 day 169.050% 261.45 0.00



CMM-079 Painter Cl- II 0.35 day 345.00 1 day 120.75CMM-087 Light mazdoor 1.50 day 295.00 1 day 442.50

0% 629.25 0.00

13.615% 1142.60 155.56

0% 1298.16 0.00

Total 1298.16


29

UNIT 10.00 Sqm






BLD-CSTN-12-5

Painting to new walls with 2 coats of water proof cement paint of approved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for external walls for:-External Colouring - Water proof cement paint - 3 Coats

Supply of water based Cement Primer of Exterior Grade- 2

Man power


Two coats Water proof cement

Supply of water proof Cement paint pack

Man power




BLD-CSTN-12-1

Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls for:-Internal Colouring - Oil Bound Distemper paint - 2 Coats + 1 coat primer

One Coat of Primer

Supply of water based Cement Primer of Interior Grade- 1






13.615% 768.85 104.68

0% 873.53 0.00

Total 873.53


30

UNIT 10.00 Sqm



CMM-079 Painter Cl- II 0.21 day 345.00 1 day 72.45CMM-087 Light mazdoor 0.43 day 295.00 1 day 126.85

0% 238.90 0.00

13.615% 300.72 40.94

0% 341.67 0.00

Total 341.67


Man power


Two coats OBD

Supply of acrylic based Oil Bound washable Distemper

Man power




BLD-CSTN-11-6

White washing three coats with white cement paint of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials for:-White wash - White washing 3 coats with white cement

Three coats white washing

Supply of paint grade white lime for wash

Man power




31

A DOUBLE SHUTTER-ED UNIT 2.50 2.475 6.19 SqmMaterial BMT-F.01 7.45 Rmt 378.00 1 Rmt 2816.10

BMT-N.13 5.941 sqm 1712.00 1 sqm 10171.42

Furniture Market 6 No. 15.00 1 No. 90.00

BMT-G.45 1 No. 176.00 1 No. 176.00

BMT-G.17 4 No. 73.00 1 No. 292.00

BMT-G.36 4 No. 49.00 1 No. 196.00

BMT-G.53 2 No. 49.00 1 No. 98.00

Market Rubber bush 2 No. 10.00 1 No. 20.00BMM-V.23 5.941 sqm 324.00 1 sqm 1924.97

0% 1044.90 0.00

13.615% 15784.49 2149.06

0% 0.00 0.00

Total 17933.54

BLD-CSTN-13-16

Supplying and fixing of Mild steel hallow door frames manufactured by cold roll formed process with 1.25 mm MS grade conforming to IS 4351, 1976 suitable for single leaf or double leaves of door shutters frame of section 105 x 60 x 35 rebate including 6 Nos. of standard legs made from flat/ steel strips not less than 1.60 mm thick including base tie of section 50 mm x 25 mm (minimum) pre-fixed hinges of size 100 x 65 x 2 mm – 3 Nos. for single shutter and 6 Nos. for double shutters with one side fixed to frame for fixing shutters, 3 Nos. rubber bottom inserts in the frame necessary arrangements for aldrop hole( 10” long 12 mm aldrop) and tower bolt welded to frame at top and bottom and fixing 50 mm long hinges to frame for wind cleat 1 No and flush door shutters of 30 mm thick solid bond wood block board type with both side commercial ply (BSC) teak wood internal lipping as per drawing including fixing of 6 Nos. MS Z hold fasts of size 300 x 40 x 5mm size including cost of Powder Coated /Chromium Plated Mild Steel fixtures of 3 Nos. butt hinges 150 x 31.75 x 3.5 mm, 2 No tower bolt of 250x12mm dia, 1 No. CP Aldrops - 300 mm long and 2 Nos. CP handles of 150 mm size & 1 No. 63 mm long door stopper including fixing the fixtures to door with required no. of screws, bolts and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., complete for finished item of work as per APSS 1001 & 1002

MS. Hallow door frames manufactured by cold roll formed process steel sheet 1.25mm thick bright CRCA conforming to IS 4351 - 1976 with Hinges tower Bolts etc.

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 30 mmthick conforming to IS:2202

Hold fasts (300*40*5 mm)

MS-Powder Coated Aldrop (IS:2681) 300 mm long

MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long

MS-Powder Coated Door Handles (IS:208) 150 mm Long

MS-Powder Coated - Door Stoppers

Man power

Labour charges for fixing Flush door shutters of any thickness to the existing door frame including fixing the fixtures to the door shutter excluding cost of shutter




Rate per 1 Sqm 2897.18Say 2897.00

B DOUBLE SHUTTER-D2 UNIT 1.05 2.1 2.21 SqmMaterial BMT-F.01 5.25 Rmt 378.00 1 Rmt 1984.50

BMT-N.16 2.050 sqm 1034.00 1 sqm 2119.70


BMT-G.45 1 No. 176.00 1 No. 176.00

BMT-G.17 4 No. 73.00 1 No. 292.00

BMT-G.36 4 No. 49.00 1 No. 196.00

BMT-G.53 2 No. 49.00 1 No. 98.00


0% 1044.90 0.00

13.615% 5640.40 767.94

0% 0.00 0.00

Total 6408.34

Rate per 1 Sqm 1035.27Say 1035.00

C Single SHUTTER-D1 UNIT 1.05 2.1 2.21 Sqm








Man power





Material BMT-F.01 5.25 Rmt 378.00 1 Rmt 1984.50

BMT-N.16 2.050 sqm 1034.00 1 sqm 2119.70


BMT-G.45 1 No. 176.00 1 No. 176.00

BMT-G.17 2 No. 73.00 1 No. 292.00

BMT-G.36 2 No. 49.00 1 No. 196.00

BMT-G.53 2 No. 49.00 1 No. 98.00


0% 1044.90 0.00

13.615% 5640.40 767.94

0% 0.00 0.00

Total 6408.34

Rate per 1 Sqm 1035.27Say 1035.00

D Single SHUTTER-D3 UNIT 0.80 2.1 1.68 SqmMaterial BMT-F.01 5.00 Rmt 378.00 1 Rmt 1890.00








Man power






BMT-N.16 1.538 sqm 1034.00 1 sqm 1589.78


BMT-G.45 1 No. 176.00 1 No. 176.00

BMT-G.17 2 No. 73.00 1 No. 292.00

BMT-G.36 2 No. 49.00 1 No. 196.00

BMT-G.53 2 No. 49.00 1 No. 98.00


0% 1044.90 0.00

13.615% 4849.92 660.32

0% 0.00 0.00

Total 5510.24

Rate per 1 Sqm 890.18Say 890.00

E Single SHUTTER-D4 UNIT 0.80 2.1 1.68 SqmMaterial BMT-F.01 5.00 Rmt 378.00 1 Rmt 1890.00

BMT-N.16 1.538 sqm 1034.00 1 sqm 1589.78








Man power








BMT-G.45 1 No. 176.00 1 No. 176.00

BMT-G.17 2 No. 73.00 1 No. 292.00

BMT-G.36 2 No. 49.00 1 No. 196.00

BMT-G.53 2 No. 49.00 1 No. 98.00


0% 1044.90 0.00

13.615% 4849.92 660.32

0% 0.00 0.00

Total 5510.24

Rate per 1 Sqm 890.18Say 890.00

32

UNIT 1 SqmA Material BMT-P.08 1.00 Sqm 5848.00 1 Sqm 5848.00

13.615% 5848.00 796.21

0% 6644.21 0.00

Total 6644.21

Rate per 1 Sqm. Say 6644.00





Man power





Supply and fixing of pre-painted steelwindows & top hung and fixed louvered ventilators made of pre - painted steel (base steel as per IS 513 of -0.6 mm thick 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer, section for outer frame of 46 x 52 mm section and for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and section for beading should be 18 x 25 mm and section for louvered ventilation of 33 x57mm Box section and the windows panelled with 5 mm thick plain float glass & 4 mm pinhead glass for ventilators with Ethyl propylene Diamine monomer Gasket (EPDM) and the sections cut to length mitre joined with corner brocket centre mullions fixed using mullion cap and with handle made of high grade aluminium powder coated and nylon receiver, corner brackets made of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon, frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6" pitch complete for finished item of work.

Windows: Single shutter 2'0 x 4'0 (609.6 x 1219.2 mm ) Outer frame section size of 46 x 52 mm shutter frame section size of 46 x 46 mm



UNIT 1 Sqm33

Va Material BMT-P.100 1 Sqm 6105 1 Sqm 6105

13.615% 6105 831.19575

Total 6936.19575Rate per 1 Sqm. Say 6936

34

RS 1 Sqm 2861

35

One Coat of Primer UNIT 10.00 SqmMaterial BMT-J.03 0.70 Liter 130.00 1 Liter 91.00



Material BMT-J.30 1.10 Liter 253.00 1 Liter 278.30


BLD-CSTN-13-16

Providing and fixing of top hung Ventilators made of pre-painted steel (Base steel as per IS 513 of 0.80 mm thick galvanized as per IS 277 with Zinc of 120 GSM), finish painted with a polyester paint of 60-65 microns thick and section for outer frame of 80 x 45 mm, centre mullion of 80 x 60 mm, section for shutter of 52 x 25 mm x 0.6 mm thick, outer frame and mullions to have rebate for glazed shutter with a provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, 1 No. of High grade nylon latch handle, window stopper, 2 nos. of with MS Powder coated /SS ball bearing butt Hinges provided per shutter and windows fitted with 4 mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, Including 10 mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.

Double openable ventilator shutter Size of 4’ 0” x 2’ 0” (1219.2mm x 609.6mm) outer frame section size of 80 x 45mm,shutter frame section size of 52 x 25mm, vertical mullion section size of 80 x 60 mm


BMT F-29

supplying and fixing of Rolling shutter made of 80x1.25mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end lock, mounted on specially designed pipes shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside and outside locking with push pull operations including cost of hood cover and spring complete, painted with one coat of approved steel prime, locks ball bearings, all accessories etc complete for finished item of workas per spl specification:1108

BLD-CSTN-12-12

Painting to new iron works with 2 coats of synthetic enamel paint of approved brand and shade over 1 coat of red oxide primer of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for:-Painting to Iron work - Synthetic enamel paint to New Iron Work - 2 coats + 1 coat Iron primer

Supply of Red Oxide Primer Paint for iron works of Grade -1

Man power


Synthetic Enamel paint Grade - I Supply of ready mixed

Synthetic Enamel paints in all shades Grade - I

Man power


13.615% 1041.60 141.81

0% 1183.41 0.00

Total 1183.41


36

UNIT 1 SqmMaterial BMT-Q.01

1 Sqm 6748 1 Sqm 674813.615% 6748 918.7402

0% 7182 0

Total 7666.7402

Rate per 1 Sqm. Say 7667

37

UNIT 10'.00" 3.05 Rmt

A Cost of Materials3.05 @ 4.57 Kg/RM 13.94

1.8 @ 3.61 Kg/RM 6.5

6.1 @ 2.46 Kg/RM 15.01

35.44Add 5% Wastage 1.77

37.21 Kgs




Designing, providing and fixing Structural Glazing fabricated from Roll formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72 mm and the glass holding section made of 304 grade stainless steel of 0.58 mm thick galvanised steel section as stiffeners inside the colour coated steel powder coated sections as per the design requirement & calculations to suit wind pressures as given in IS: 875, the primer coat with epoxy primer of 5 – 7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick and the vertical section of 50 mm x 100 mm x 0.72 mm, 33 mm x 58 mm x 0.72 mm for frame horizontal section, stiffener section of 48 mm x 98 mm x 1 mm, cover profiles sections of 20 mm x 58 mm x 0.58 mm, glass holding section of 37 mm x 37 mm & 37 mm x 18 mm including fixing 5mm thick Ocean Blue reflective glass, brackets made of CRCA powder coated/Electroplated to connect vertical to horizontal, vertical to slab, to fix verticals at top & bottom as per site requirement and gasket made of Ethyl Propylene Diamine Monomer, U.V. resistant silicon sealant including fixing in concrete/masonry wall with self-expanding cap & screws inclusive of cost and conveyance of all materials to site, all labour charges, incidental charges, cost of all consumables etc. and scaffolding charges, form work etc. complete for finished item of work.



Supplying and fixing stainless steel hand railing, balustrade etc using 304 or 202 grade stainless steel pipes of 50 mm dia nominal bore for hand railing at 3'0" high from ground level and 40 mm dia nominal bore for vertical supports placed at 5'0" c/c and two numbers 25 mm dia nominal bore for horizontal pipes placed below hand railing pipe as per the approved drawing including cost and conveyance of all materials buffing charges polishing charges etc complete for finished item of work. (50mm dia @4.57kg/Rmt, 40mm dia @3.61kg/Rmt and 25mm dia @2.46kg/Rmt

50 mm dia Nominal Bore Pipe40 mm dia Nominal Bore Pipe

25 mm dia Nominal Bore Pipe

Material BMT-F.05 37.21 Kg 200 1 Kg 7442

Market 2 No 45 1 No 90

Man poweBMM-V.18 37.21 Kgs. 101 1 Kgs. 3758.68

20% 3758.68 751.74

14% 11559.55 1618.34

0% 13177.88 0

Total 13177.88Rate per 1 Rmt Say 4321

37 Supply of SWG Junctions (T's & Y's) conforming to IS standards with length of barrel 60 cm for - 100 x 100

Code METERIAL Unit Rate Coefficient AmountMaterialBMW-A.45 each 175 1.00 175

BMW-A.74 each 28.00 1.00 21.00

Add LA chrges 20.00% 21.00 0.20 4.20200.20

Over Heads : 13.615 200.20 0.136 0.27200.47

say 200each

38 MaterialBMW-A.31 RM 285 1.00 285

Over Heads : 13.615 285 0.136 0.3880275285.39

285RM

39 MaterialBMW-C.02

BMW-C.024" dia (101.6mm) Single Socket RM 998 1.00 998.00

BMW-C.07 RM 211 1.00 211.00

Add LA chrges 20.00% 211 0.20 42.201251.20

Over Heads : 13.615 1251 0.136 170.351421.55

1422

Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & diameters - 202 Grade

Stainless Steel Flanges for 40 mm dia size pipe

Labour charges for Fabrication of stainless steel railing works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish




Supply of SWG Junctions (T's & Y's) conforming to IS standards with length of barrel 60 cm for - 100 x 100

Labour charges for fixing and laying the SWG Junctions/ Plugs/ Bends of any dia with airtight cement joints as per

Supply of SWG SP-3 pipe conforming to ISI 651 - 4" dia (101.6mm)

Supplying and fixing of C.I. Single/ Double Socket soil pipes ISI marked conforming to IS:1729-1979 of reputed

Labour charges only for fixing of C.I. Single/ Double Socket soil pipes of any dia with cement caulked joints

RM





Detailed Estimate

102of98

DETAILED ESTIMATE-GROUND FLOOR and TERRACE FLOOR

GROUND FLOOR

Desciption of item Nos Breadth Depth Quantity UNIT

1 2 3 4 5 6 7 81

a Footings

F1 Group 1 x 29 2.300 2.150 1.500 215.107

F2 Group 1 x 3 2.100 2.100 1.500 19.845

F3 Staircase footing 1 x 1 1.400 1.400 1.200 2.352

237.304b Plinth Beam

Row 1- (3.665+2.7+2.92+3.665) 1 x 1 12.950 0.450 0.300 1.748

Row 2-2 (2.665+2.885+3.85) 1 x 1 9.400 0.450 0.300 1.269

toilet (1.15+0.75+.95+0.95) 1 X 1 3.800 0.450 0.300 0.513

Row 3-3 ( 3.665) 1 x 1 3.665 0.450 0.300 0.495

Row 4-4 (1.665) 1 x 1 1.665 0.450 0.300 0.225

Row 5 (3.665+2.7+2.885) 1 x 1 9.250 0.450 0.300 1.249

Row 6-6 (3.85+2.85+2.85+3.85 1 x 1 13.400 0.450 0.300 1.809

Row 7-7 (3.05+3.05) 1 x 1 6.100 0.450 0.300 0.824

0.300

A-A (1.48+1.92+1.2+1.2+0.48) 1 x 1 6.280 0.450 0.300 0.848

B-B (2.2+2.2) 1 x 1 4.400 0.450 0.300 0.594

C-C (1.665+1.885+0.665+0.485) 1 x 1 4.700 0.450 0.300 0.635

D-D (1.85+0.665) 1 x 1 2.515 0.450 0.300 0.340

toilet (3.55+1.85+1.85+3.55+3.5 1 x 1 14.350 0.450 0.300 1.937

1 x 3 6.950 0.450 0.300 2.815

F-F (1.48+1.92+1.2+1.2+0.48) 1 x 1 6.280 0.450 0.300 0.848

###

Alround OTS (26-2.3) 1 x 1 23.700 0.600 1.200 17.064

Add for variation of GL 5.00

38.211

Total 275.515

say 276.000 Cum

2

Quantity as per item 1 275.515DeductionsFor Footings PCC -33.057For Footing RCC -45.802For Pedestal RCC -7.617For Plinth beam PCC -9.268For Plinth beam RCC -15.647

Total 164.123

say 165.000 Cum

3

1 x 1 18.000 22.000 0.500 198.000Deduct for Court yard 1 x 1 6.760 5.880 0.500 -19.874

Total 178.126

say 179.000 cum


Sl.No

Lengt

h


E-E (1.70+1.85+1.235+1.2+0.48+0.485)



Filling req. in basement flooring area

Detailed Estimate

103of98

Desciption of item Nos Breadth Depth Quantity UNITSl.No

Lengt

h4

Plinth area 1 x 1 22.000 18.000 396.000

Portico Area 1 x 1 10.000 2.500 25.000

say 421.00 sqm

5

Under Vitrifed tiles flooringM.R.O Chamber 1 x 1 5.770 7.770 44.833Computer Room 1 x 1 3.770 3.270 12.328Tapal Section 1 x 1 3.770 3.270 12.328Ante Room 1 x 1 3.230 3.770 12.177Record Room 1 x 1 5.770 3.770 21.753Staff Room 1 x 1 5.770 13.770 79.453Entrance/Lobby/Waiting 1 x 1 9.770 3.270 31.948

1 x 1 1.885 9.770 18.416Lobby south side & North side 1 x 2 1.390 7.385 20.530Lobby west side 1 x 1 1.390 6.760 9.396Under Ceramic tiles flooring

M.R.O Toilet Room 1 x 1 1.600 1.500 2.400

Ladies Toilet 1 x 1 1.600 2.500 4.000

Ladies Toilet W/C 1 x 1 2.200 4.000 8.800

Gents Toilet 1 x 1 2.800 4.000 11.200

Total 289.563

say 290.000 Cum

6

Below footings

F1 Group 1 x 29 2.300 2.150 0.150 21.511

F2 Group 1 x 3 2.100 2.100 0.150 1.985

F3 Staircase footing 1 x 1 1.400 1.400 0.150 0.294

23.789

Below Plinth Beam

total length 1 x 1 ### 0.450 0.150 7.135

OTS 1 x 1 23.700 0.600 0.150 2.133

9.268

Total 33.057

Say 33.00 Cum



Lobby (in front of computer room,tapal section & Stairs)


Detailed Estimate

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Lengt

h7

For Doors 1 x 48 0.230 0.230 0.230 0.584

Doors in Toilets 1 x 30 0.230 0.115 0.230 0.183

For Windows 1 X 76 0.230 0.230 0.230 0.925

For venbtilators 1 X 44 0.230 0.230 0.230 0.535

Total 2.227

Say 2.000 Cum

8

a Footings

F1 Group 1 x 29 2.000 1.850 0.400 42.920

F2 Group 1 x 3 1.650 1.650 0.300 2.450

F3 staircase footing 1 x 1 1.200 1.200 0.300 0.432

Total 45.802

Say 46.000 cumb Pedestals

F1 Group 1 x 29 0.450 0.600 0.800 6.264

F2 Group 1 x 3 0.450 0.450 1.250 0.759

F3 staircase footing 1 x 1 1.200 0.300 1.650 0.594

Total 7.617

Say 8.000 Cumc Plinth beams

Horizontal

1-1 (5.55+4.55+4.77+5.55) 1 x 1 20.420 0.230 0.380 1.785

2-2 (4.55+4.77+5.77) 1 x 1 15.090 0.230 0.380 1.319

toilet( 1.37+1.97+.97+2.57) 1 x 1 6.880 0.230 0.380 0.601

3-3 1 x 1 5.550 0.230 0.380 0.485

4-4 1 x 1 3.550 0.230 0.380 0.310

5-5 (5.55+4.55+4.77) 1 x 1 14.870 0.230 0.380 1.300

6-6 (5.77+4.77+4.77+5.77) 1 x 1 21.080 0.230 0.380 1.842

7-7 (4.55+4.55) 1 x 1 9.100 0.230 0.380 0.795

Vertical

A-A (3.33+3.77+3.05+3.05+2.33) 1 x 1 15.530 0.230 0.380 1.357

B-B (3.27+3.27) 1 x 1 6.540 0.230 0.380 0.572

C-C (3.55+3.77+2.55+2.16) 1 x 1 12.030 0.230 0.380 1.051D-D 1 x 1 3.770 0.230 0.380 0.329

TOILET (3.77+2.37+3.77+1.27) 1 x 1 11.180 0.230 0.380 0.977

1 x 1 17.910 0.230 0.380 1.5651 x 1 15.530 0.230 0.380 1.357

Total 15.647

Say 16.000 Cum



E-E (3.55+3.77+3.05+3.05+2.33+2.16)F-F (3.33+3.77+3.05+3.05+2.33)

Detailed Estimate

105of98


Lengt

h9

a Columns above G.L and upto terra

C1 Group1 x 28 0.230 0.450 3.900 11.302

1 x 1 0.230 0.450 3.000 0.311

C2 Group1 x 3 0.790 0.090 2.700 0.576

Total 12.189

say 13.000 cum

b Lintels

For Doors

Main Door (ED) 1 x 1 3.100 0.230 0.300 0.214

D1 Doors 1 x 5 1.510 0.230 0.150 0.260

D2 Doors 1 x 2 1.510 0.230 0.150 0.104

D3 Doors 1 x 2 1.260 0.115 0.150 0.043

D4 Doors 1 x 4 1.260 0.115 0.150 0.087

W1 windows 1 x 1 3.100 0.230 0.300 0.214

W2 windows 1 x 12 1.660 0.230 0.150 0.687

SW 1 x 4 1.510 0.230 0.150 0.208

FC 1 x 1 1.660 0.230 0.150 0.057

CO 1 x 1 1.660 0.230 0.150 0.057

RS 1 x 1 1.660 0.230 0.150 0.057

V2 1 x 5 0.660 0.230 0.100 0.076

Total 2.066

say 2.000 cum10

Rcc beams over all depth

Horizontal

1-1 (5.55+4.55+4.77+5.55) 1 x 1 20.420 0.230 0.500 2.348

2-2 (5.77+4.55+4.77+5.77) 1 x 1 20.860 0.230 0.500 2.399

3-3 (5.55+1.5+5.77+1.5) 1 x 1 14.320 0.230 0.500 1.647

4-4 (3.55+6.55+4.77+5.77) 1 x 1 20.640 0.230 0.500 2.374

5-5 (5.55+4.55+4.77+5.77) 1 x 1 20.640 0.230 0.500 2.374

6-6 (5.77+4.77+4.77+5.77) 1 x 1 21.080 0.230 0.500 2.424

7-7 (4.77+4.77) 1 x 1 9.540 0.230 0.500 1.097

Vertical

A-A (3.33+3.77+3.05+3.05+2.33) 1 x 1 15.530 0.230 0.500 1.786

B-B (3.27+3.27) 1 x 1 6.540 0.230 0.500 0.752

C-C (3.55+3.77+2.55+2.27) 1 x 1 12.140 0.230 0.500 1.396

D-D (3.77+1.5) 1 x 1 5.270 0.230 0.500 0.606

TOILET (3.77+3.77) 1 x 1 7.540 0.230 0.500 0.867

1 x 1 18.020 0.230 0.500 2.072

1 x 1 15.530 0.230 0.500 1.786

Beams above portigo 1 x 1 9.000 0.500 0.475 2.137



E-E (3.55+3.77+3.05+3.05+2.33+2.27)F-F (3.33+3.77+3.05+3.05+2.33)

Detailed Estimate

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Lengt

h

Total 26.066

say 27.000 Cum

Detailed Estimate

107of98


Lengt

h

Rcc slabs 125 mm Thk

1 x 4 5.770 3.770 0.125 10.876

1 x 1 3.770 3.170 0.125 1.494

1 x 1 1.370 3.770 0.125 0.646

1 x 1 1.970 3.770 0.125 0.928

1 x 1 2.570 3.770 0.125 1.211

1 x 2 3.770 3.270 0.125 3.082

1 x 1 3.500 3.270 0.125 1.431

1 x 2 5.770 3.270 0.125 4.717

1 x 1 11.770 3.270 0.125 4.811

PORTICO SLAB 1 x 2 9.770 2.770 0.125 6.766

1 x 1 5.770 2.770 0.125 1.998

SLAB PROJECTIONS 1 x 2 3.770 1.500 0.125 1.414

1 x 2 3.270 1.500 0.125 1.226

PORTICO PROJEECTION 1 X 2 2.270 0.385 0.125 0.218

1 X 1 10.230 0.385 0.125 0.492

PROJECTION FOR S.G 1 X 2 3.750 0.670 0.125 0.628

Total 41.938

say 42.000 Cum

150 mm thk FLIGHT SLAB

FLIGHT 1 x 2 3.350 1.200 0.150 1.206

MID LANDING 1 x 1 2.770 1.300 0.150 0.540

TOP LANDING 1 x 1 2.770 1.470 0.150 0.611

Total 2.357

say 3.000 Cum11

For Steps 22 x 0.5 1.200 0.300 0.150 0.594

Entrance steps 3 x 0.5 3.000 0.300 0.150 0.202

Total 0.796

say 1.000 Cum

12

Windows

W2 windows 1 x 12 1.660 0.750 14.940

Total 14.940

say 15.000 sqm



Detailed Estimate

108of98


Lengt

h13

Quantity as per Footings 46.00 60.00 kg/cum 2760.00

Quantity as per Pedestals 8.00 100.00 kg/cum 800.00

Quantity as per plinth beam 16.00 100.00 kg/cum 1600.00

Quantity as per columns 13.00 150.00 kg/cum 1950.00

Quantity as per roof beams 27.00 120.00 kg/cum 3240.00

Quantity as per roof slabs, flight 45.00 80.00 kg/cum 3600.00

Quantity as per lintels 2.00 65.00 kg/cum 130.00

Quantity as per sunshades 1.20 100.00 kg/cum 120.00

14200.00

Add Wastage @5% 710.00

###

Total 14.910

say 15.000 MT

14

RBM 5.980 15 kg/cum 89.70

0.090

0.090 MT

15

Horizontal

1-1(5.55+4.55+4.77+5.55) 1 x 1 20.420 0.230 3.400 15.968

2-2(4.55+4.77+5.77) 1 x 1 15.090 0.230 3.400 11.800

3-3(5.5) 1 x 1 5.550 0.230 3.400 4.340

4-4(3.55) 1 x 1 3.550 0.230 3.400 2.776

5-5(5.55+4.55+4.77) 1 x 1 14.870 0.230 3.400 11.628

6-6(5.77+4.77+4.77+5.77) 1 x 1 21.080 0.230 3.400 16.485

Vertical

A-A(3.33+3.77+3.05+3.05+2.33) 1 x 1 15.530 0.230 3.400 12.144

B-B (3.27+3.27) 1 x 1 6.540 0.230 3.400 5.114

C-C(3.55+3.77+2.55) 1 x 1 9.870 0.230 3.400 7.718

D-D(3.77) 1 x 1 3.770 0.230 3.400 2.948

1 x 1 15.750 0.230 3.400 12.317

1 x 1 15.530 0.230 3.400 12.144

Deductions

For Doors

Main Door (ED) 1 x 1 2.500 0.230 2.475 -1.423

D1 Doors 1 x 5 1.050 0.230 2.100 -2.536

D2 1 x 2 1.050 0.230 2.100 -1.014

FG 1 x 1 1.200 0.230 1.200 -0.331

RS 1 x 1 1.200 0.230 2.100 -0.580

CO 1 x 1 1.200 0.230 1.350 -0.373

W1 windows 1 x 1 2.500 0.230 2.170 -1.248

W2 windows 1 x 12 1.200 0.230 1.350 -4.471

Ventilators v1 1 x 6 1.050 0.230 0.400 -0.580




E-E (3.55+3.77+3.05+3.05+2.33)F-F (3.33+3.77+3.05+3.05+2.33)

Detailed Estimate

109of98


Lengt

h

Ventilators v2 1 x 5 0.400 0.230 0.600 -0.276

Deduct for Lintels Qty as per item No 9 .b 2.066

Deduct for Bedblocks and holdfastQty as per item No 7 -2.227

Total 102.393

say 103.000 Sqm

Detailed Estimate

110of98


Lengt

h16

MRO Toilet 1 x 1 3.770 3.400 12.818

MRO Toilet 1 x 1 1.370 3.400 4.658

Ladies Toilet 1 x 1 2.370 3.400 8.058

Ladies Toilet 1 x 1 1.970 3.400 6.698

Ladies Toilet 1 x 1 0.970 3.400 3.298

Gents Toilet 1 x 1 3.770 3.400 12.818

Gents Toilet 1 x 1 2.570 3.400 8.738

Gents Toilet 1 x 1 1.270 3.400 4.318

Deductions

D4 Doors 1 x 4 0.800 2.100 -6.720

D3 Doors 1 x 2 0.800 2.100 -3.360

Total 51.324

say 52.000 Sqm17

MRO Chamber 1 x 2 13.540 3.150 85.302

Record room 1 x 2 9.540 3.150 60.102

Staff Room 1 x 2 18.850 3.150 118.755

Computer room 1 x 2 7.040 3.175 44.704

Tapal Room 1 x 2 7.040 3.180 44.774

Stair case 1 x 1 8.540 3.180 27.157

Ante Room 1 x 2 6.940 3.180 44.138

MRO Toilets 1 x 2 2.870 0.900 5.166

Ladies Toilet 2 x 2 2.470 0.900 8.892

Ladies Toilet comman area 1 x 1 14.200 0.900 12.780

Ladies Toilet entry 1 x 1 5.000 0.900 4.500

Gents Toilet 1 x 1 13.600 0.900 12.240

Gents Toilet W/C 1 x 1 5.570 0.900 5.013

Entrance lobby cum corridor 1 x 1 45.000 3.180 143.100

Outside 1 x 1 86.920 3.900 338.988

Deduct for Doors

ED 1 x 2 2.500 2.475 -12.375

D1 1 x 5 1.050 2.100 -11.025

D2 1 x 2 1.050 2.100 -4.410

D4 1 x 1 0.800 2.100 -1.680

W1 1 x 1 2.500 2.175 -5.438

W2 1 x 9 1.200 1.350 -14.580

SW 1 x 4 1.050 1.350 -5.670

RS 1 x 1 1.200 2.100 -2.520

V1 1 x 4 1.050 0.400 -1.680

V2 1 x 5 0.400 0.600 -1.200

FG 1 x 1 1.200 1.200 -1.440

Co 1 x 1 1.200 1.350 -1.620

Total 891.974

say 892.000 sqm

a) 20mm Plastering for Uneven faces @ 50% of the total Quantity 445.987

say 450.000 sqmb) 12mm Plastering for even faces @ 50% of the total quantity 445.987

say 450.000 sqm



Detailed Estimate

111of98


Lengt

h18

Qty vide as per item no.17.b 450.000 sqm19

MRO Chamber 1 x 1 5.770 7.770 44.833

Computer Room 1 x 1 3.770 3.270 12.328

Tapal section 1 x 1 3.770 3.270 12.328

Ante Room 1 x 1 3.170 3.770 11.951

Mro Toilet 1 x 1 3.570 3.770 13.459

Gents toilet 1 x 1 2.570 3.770 9.689

Record room 1 x 1 5.770 3.770 21.753

Staff room 1 x 1 5.770 13.770 79.453

Portico 1 x 1 10.000 5.500 55.000

Entrance Lobby 1 x 1 11.770 3.270 38.488

Lobby in front of computer 1 x 1 3.270 3.270 10.693

Mro chamber opposite 1 x 1 1.500 4.000 6.000

Toilet side 1 x 1 7.000 1.500 10.500

Staff room side 1 x 1 6.000 1.500 9.000

Stair case flight slab 1 x 1 2.770 5.770 15.983

Pergola 1 x 1 1.620 1.150 1.863

add extra for beam sides 15.000

Total 368.320

say 369.000 sqm20

Add for Portico slab 1 x 1 5.270 10.000 52.700

RCC Slab area 1 x 1 21.770 18.770 408.623

Deduct for Portico portion 1 x 1 3.000 9.770 -29.310

Total 432.013

say 433.000 sqm21

M.R.O Chamber 1 x 1 5.770 7.770 44.833Computer Room 1 x 1 3.770 3.270 12.328Tapal Section 1 x 1 3.770 3.270 12.328Ante Room 1 x 1 3.230 3.770 12.177Record Room 1 x 1 5.770 3.770 21.753Staff Room 1 x 1 5.770 13.770 79.453Entrance/Lobby/Waiting 1 x 1 9.770 3.270 31.948

1 x 1 1.885 9.770 18.416Corridor south side & North side 1 x 2 1.390 7.385 20.530Corridor west side 1 x 1 1.390 6.760 9.396

Total 263.163





Corridor (in front of computer room,tapal section & Stairs)

Detailed Estimate

112of98


Lengt

h

say 264.000 sqm22

M.R.O Chamber1 x 2 6.000 0.125 1.500

1 x 2 8.000 0.125 2.000

Computer Room1 x 2 4.000 0.125 1.000

1 x 2 3.500 0.125 0.875

Tapal section1 x 2 4.000 0.125 1.000

1 x 2 3.500 0.125 0.875

Ante Room1 x 2 3.400 0.125 0.850

1 x 2 4.000 0.125 1.000

Record Room1 x 2 6.000 0.125 1.500

1 x 2 4.000 0.125 1.000

Staff Room1 x 2 6.000 0.125 1.500

1 x 2 14.000 0.125 3.500Entrance/Lobby/Waiting 1 x 1 10.000 0.125 1.250

1 x 1 7.000 0.125 0.875

1 x 1 1.800 0.125 0.225Lobby south side 1 x 1 4.000 0.125 0.500Lobby west side 1 x 1 10.000 0.125 1.250Lobby North side 1 x 1 11.000 0.125 1.375

Total 22.075

say 23.000 sqm23

M.R.O Toilet Room 1 x 1 1.600 1.500 2.400

Ladies Toilet 1 x 1 1.600 2.500 4.000

Ladies Toilet W/C 1 x 1 2.200 4.000 8.800

Gents Toilet 1 x 1 2.800 4.000 11.200

Total 26.400

Say 27.000 sqm24

MRO Toilets 1 x 2 2.870 2.100 12.054

Ladies Toilet 2 x 2 2.470 2.100 20.748

Ladies Toilet comman area 1 x 1 14.200 2.100 29.820

Ladies Toilet entry 1 x 1 5.000 2.100 10.500

Gents Toilet 1 x 1 13.600 2.100 28.560

Gents Toilet W/C 1 x 1 5.570 2.100 11.697

Deductions

D3 2 x 2 0.800 2.100 -6.720

D4 2 x 3 0.800 2.100 -10.080

D4 1 x 1 0.800 2.100 -1.680

Total 94.899

Say 95.00 sqm


Lobby (in front of computer room,tapal section & Stairs)



Detailed Estimate

113of98


Lengt

h25

Entrance Steps

Risers 1 x 4 3.000 0.150 1.800

Treads 1 x 3 3.000 0.300 2.700

Platform 1 x 1 3.000 1.200 3.600

Stair case

Flooring 1 x 1 2.770 5.770 15.983

Final landing 1 x 1 1.770 2.770 4.903

Mid landing 1 x 1 2.770 1.300 3.601

Treads 21 X 1 1.200 0.300 7.560

Risers 22 X 1 1.200 0.150 3.960

Stair case entrance steps

Risers 1 x 4 1.200 0.150 0.720

treads 1 x 3 1.200 0.300 1.080

Landing 1 x 1 1.200 1.000 1.200

Total 47.107

Say 48.00 sqm

26

Entrance Steps

Treads 2 x 3 0.300 - 0.125 0.225

Platform 2 x 1 1.200 - 0.125 0.300

Stair case

Flooring 1 x 1 2.000 - 0.125 0.250

Mid landing 1 x 1 5.370 - 0.125 0.671

Treads 21 X 1 0.300 - 0.125 0.788

Stair case entrance steps

treads 2 x 3 0.300 - 0.125 0.225

Landing 2 x 1 1.000 - 0.125 0.250

Total 2.709

Say 3.00 sqm

27

Portico sections 1 x 1 9.770 6.000 58.620

Projections 1 x 2 2.500 0.500 2.500

Total 61.120

Say 62.000 sqm

28

40% of the Total plastering area quantity vide item no.17 357.000 sqm29

60% of the Total plastering area quantity vide item no.17 536.00 sqm






Detailed Estimate

114of98


Lengt

h30

Total ornamental ceiling plastering area qty vide no.19 369.00 sqm


Detailed Estimate

115of98


Lengt

h

31

ED 1 x 1 2.500 2.475 6.188

D1 1 x 5 1.050 2.100 11.025

D2 1 x 2 1.050 2.100 4.410

D3 1 x 2 0.800 2.100 3.360

D4 1 x 4 0.800 2.100 6.720

31.703

32.000 sqm32

W1 1 x 1 2.500 2.175 5.438

W2 1 x 12 1.200 1.350 19.440

SW 1 x 4 1.050 1.350 5.670

30.548

31.000 sqm33

V1 1 x 6 1.050 0.600 3.780

V2 1 x 5 0.600 0.600 1.800

5.580

Or say: 6.000 sqm


Providing and Fixing Pre-painted steel Sliding Window fabricated from Roll formed sections made of galvanized Steel colour coated/powder coated (Base Steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 GM/Sq.mtr) with total coated thickness of 0.60 mm, primer coat with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick and the section for external frame bottom of 79 x 44 mm, external frame sides and top of 69 x 24 mm, guide for top and bottom of 69 x 26 mm (Stainless Steel) and section for shutter of 26 x 30 mm and panelled with 5mm thick plain float glass fitted with corner bracket for internal and external frame made of glass filled nylon, gaskets made of Ethyl Propylene Diamine Monomer (EPDM), sections cut to length, joined and assembled by means of corner bracket, including fixing windows in the concrete/masonry walls by means of self expanding brackets & screws including 10mm square guard bars with 6” pitch (152.4mm) and all taxes etc., complete for finished item of work


Detailed Estimate

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Lengt

h34

RS 1 x 2.5 1.200 2.100 6.300

6.300 sqm35

RS 2 x 2.5 1.200 6.000

Or say: 6.000 Rmt

36

Structural glazing (R/S) 1 x 1 4.54 3.90 17.706

Structural glazing (L/S) 1 x 1 4.54 4.50 20.430

Total 38.14

say 39.000 sqm

37

Hand railing 1 x 1 26.00 26.00

say 26.000 Rmt





Detailed Estimate

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Lengt

h

1st Floor( Head Room)38

Head Room Columns 1 x 4 0.230 0.450 2.800 1.159say 2.000

Head room Lintel (D3 Door) 1 x 1 1.260 0.115 0.150 0.022

39

Head Room beams 1 x 2 5.770 0.230 0.425 1.128

1 x 2 2.770 0.230 0.425 0.542

1.670

2.000

Head room slab 1 x 1 6.230 3.230 0.125 2.515

Slab projections for structural glaz 1 x 2 3.750 0.670 0.125 0.628

3.000

40

Quantity as per columns 2.00 150.00 kg/cum 300.000

Quantity as per roof beams 2.00 120.00 kg/cum 240.000

Quantity as per roof slabs 3.00 80.00 kg/cum 240.000

Quantity as per Lintel 0.02 65.00 kg/cum 1.413

780.000

Add Wastage @5% 39.000

819.000

0.819 MTSAY 1.000 MT

41

Head room 1 x 1 17.080 0.230 2.400 9.428

Parapet walls 1 x 2 18.000 0.230 0.750 6.210

1 x 2 22.000 0.230 0.750 7.590

For Structural glazing (R/S) 1 x 1 6.000 0.230 1.600 2.208

Deduct door D3 1 x 1 0.800 0.230 2.100 -0.386

Deduct for lintel 1 x 1 1.260 0.120 0.150 -0.023

1 x 6 0.230 0.230 0.230 -0.073

Total Total 24.954

say 25.000 cum





Deduct for Bed blocks and Hold fasts

Detailed Estimate

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Lengt

h42

For Doors (D3 Door) 1 x 6 0.230 0.230 0.230 0.073

Total 1.00043

Head room 1 x 2 5.770 2.675 30.87

Head room 1 x 2 2.770 2.675 14.82

Outside 1 x 2 6.230 2.800 34.89

Outside 1 x 2 3.230 2.800 18.09

For Structural glazing (R/S) 1 x 1 6.000 1.600 9.60

For Parapet 1 x 2 74.000 0.900 133.20

Deduct for Door (D3 door) 1 x 2 0.800 2.100 -3.36

238.11

a) 20mm Plastering for Uneven faces @ 50% of the total Quantity Total 119.05

say 120.00

b) 12mm Plastering for even faces @ 50% of the total quantity Total 119.05

say 120.0044

12 mm plastering qty wide item no.6 (b) say 120.00 sqm45

95.24 sqm46

142.86 sqm47

Head room 1 x 1 5.770 2.770 15.983

16.000 sqm

48

Total White washing qty vide item no.44 16.000 sqm




Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls for:-Internal Colouring - Oil Bound Distemper paint - 2 Coats + 1 coat primer Painting to External walls qty is 40% of the Total plastering area quantity vide item no.41Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls for:-Internal Colouring - Oil Bound Distemper paint - 2 Coats + 1 coat primer Painting to internal walls qty is 60% of the Total plastering area quantity vide item no.41Ornamental plastering to ceiling 12 mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for RCC exposed faces for finished item of work. (SS 901,903 & 904) for:-Ceiling Plastering 2/c in CM (1:3) & (1:5): 12 mm


Detailed Estimate

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Lengt

hSeptic Tank

1

For septic Tank 1 x 1 7.100 4.600 2.500 81.65

Or say: 82.000

2

For septic Tank 1 x 1 7.100 4.600 0.150 4.899

Or say: 5.000

3

Septic tank Long walls 1 x 2 6.800 2.200 0.230 6.882Septic tank short walls 1 x 2 3.840 2.200 0.230 3.886Baffle wall 1 1 x 1 3.840 1.100 0.230 0.972Baffle wall 2 1 x 1 3.840 1.000 0.230 0.883

11.739 Cum

say 12.000 Cum

4

Septic tank Long walls 1 x 2 6.340 2.200 27.896Septic tank short walls 1 x 2 3.840 2.200 16.896Baffle wall-1 alround 1 x 1 2.430 3.840 9.331Baffle wall-2 alround 1 x 1 3.230 3.840 12.403Septic tank bottom 1 x 1 6.340 3.840 24.346

46.080 sqm

say 47.000 sqm

Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges in Ordinary Soil-Manual Means-Up to 3M depth etc as per SS 20B (ApSS 308)for:-Ordinary soil-Manual up to 3.0 M Ordinary soil-Manual up to 3.0 M Foundation of Buildings Cellar - (1(G))

Plain Cement Concrete (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal up to Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:5:10) NOMINAL MIX Cellar - (1(G))



Detailed Estimate

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Lengt

h5

a) for septic tank top slab 1 x 1 6.80 4.60 - 31.28Deduct for Man hole 1 x 1 0.60 0.60 - 0.36

31.64b) Beams say 32.00 Sq.m

Beam below baffle wall 1 x 1 4.30 0.23 0.40 0.40

0.40

say 0.40 cum

6

For slabs 1 x1 4.80 100.00 Kgs/cu.m 480.00

for beam 1 x 1 0.40 120.00 Kgs/cu.m 47.47

527.47 Kgs

0.53 MT

7

For Inlet & Outlet of septic tank 1 x 2 2.00 Nos

8 Supply of SWG SP-3 pipe conforming to ISI 651 - 4" dia (101.6mm)

Vent pipes for septic tank 1 x 1 5.00 5.00 Rmt

Assistant Executive Engineer Deputy Executive Engineer Executive Engineer

(R&B) Section, Allur (R&B) Sub-Division, Kovur (R&B) Division, Kavali

Superintending Engineer

(R&B) Circle, Nellore


Supplying, fitting and placing HYSD (Fe 415/ tmt grade as per IS 1786-1985) bar reinforcement VRCC works complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work for:-HYSD with lap splicing F-1 Lift Manual


Abstract Estimate CivilPage-121

Name of Work:-Construction of Thasildar office building at Allur in SPS Nellore District. ABSTRACT ESTIMATE-GROUND FLOOR & TERRACE FLOOR

Description of Work Quantity Rate in Rs. per

CIVIL WORKS:1

Ground Floor 276.00 CUM 214 CUM 59064

2


3


4

Ground Floor 421.00 SQM 262 SQM 1103025

Ground Floor 290.00 CUM 3872.00 CUM 11228806


7

Ground Floor 2.00 CUM 4936.00 CUM 9872

Sl. No.

Amount (Rs.)








Abstract Estimate CivilPage-122 Description of Work Quantity Rate in Rs. perSl.

No.Amount

(Rs.)

Terrace floor 1.00 CUM 5046.00 CUM 5046

8

a) Footings 46.00 CUM 8278.00 CUM 380788

b) Pedestals 8.00 CUM 8620.00 CUM 68960

c) Plinth beams 16.00 CUM 8631.00 CUM 1380969

Columns

Ground floor 13.00 CUM 9467.00 CUM 123071


Lintels



10

a) Rcc beamsGround floor 27.00 CUM 8796.00 CUM 237492Terrace floor 2.00 CUM 9043.00 CUM 18086

b) Roof slab 125mm thickGround floor 42.00 SQM 1068.00 SQM 44856Terrace floor 3.00 SQM 1097.00 SQM 3291

c) Roof slab 150mm thickGround floor 3.00 SQM 1220.00 SQM 3660





No.Amount

(Rs.)

11


Ground floor 15.00 SQM 707.00 SQM 1060513

Ground floor 15.00 MT 58307.00 MT 874605

Terrace floor 1.00 MT 59080.00 MT 5908014

Ground floor 0.09 MT 61886.00 MT 5569.7415

Ground floor 103.00 CUM 4737.00 CUM 487911Terrace floor 25.00 CUM 4953.00 CUM 123825

16









No.Amount

(Rs.)

17

Ground floor 891.97 SQM 292.00 SQM 260457Terrace floor 120.00 SQM 316.00 SQM 37920

18

Ground floor 450.00 SQM 272.00 SQM 122400Terrace floor 120.00 SQM 296.00 SQM 35520

19


. 433.00 SQM 324 SQM 14029221


Ground floor 22.08 SQM 1575.00 SQM 34768.125








No.Amount

(Rs.)

23





Ground floor 61.12 SQM 682.00 SQM 41683.8428

Ground floor 357.00 SQM 130 SQM 46410Terrace floor 95.24 SQM 130 SQM 12381

29

Ground floor 536.00 SQM 87 SQM 46632Terrace floor 142.86 SQM 87 SQM 12429









No.Amount

(Rs.)

30

Ground floor 369.00 SQM 34 SQM 12546First floor 16.00 SQM 34 SQM

31

ED 6.188 SQM 2897.00 SQM 17925D1 11.025 SQM 1035.00 SQM 11411D2 4.410 SQM 1035.00 SQM 4564D3 3.360 SQM 890.00 SQM 2990D4 6.720 SQM 890.00 SQM 5981

32

W1, W2 & SW 31.00 SQM 6644.00 SQM 20596433

V1 & V2 6.00 SQM 6936 SQM 41616



Providing and Fixing Pre-painted steel Sliding Window fabricated from Roll formed sections made of galvanized Steel colour coated/powder coated (Base Steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 GM/Sq.mtr) with total coated thickness of 0.60 mm, primer coat with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick and the section for external frame bottom of 79 x 44 mm, external frame sides and top of 69 x 24 mm, guide for top and bottom of 69 x 26 mm (Stainless Steel) and section for shutter of 26 x 30 mm and panelled with 5mm thick plain float glass fitted with corner bracket for internal and external frame made of glass filled nylon, gaskets made of Ethyl Propylene Diamine Monomer (EPDM), sections cut to length, joined and assembled by means of corner bracket, including fixing windows in the concrete/masonry walls by means of self expanding brackets & screws including 10mm square guard bars with 6” pitch (152.4mm) and all taxes etc., complete for finished item of work



No.Amount

(Rs.)

34

RS 6.30 SQM 2861 SQM 18024



No.Amount

(Rs.)

35

RS 6.00 SQM 118 SQM 70836

Structural glazing 39.00 SQM 7667 SQM 29901337

Hand Railing 26.00 Rmt 4321 Rmt 112346For Staircase 6.00 Rmt 4321 Rmt 25926SEPTIC TANK 6492319

1

82.00 CUM 214 CUM 175482

5.00 CUM 3637 CUM 181853

12.00 SQM 4737 SQM 56844




Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges in Ordinary Soil-Manual Means-Up to 3M depth etc as per SS 20B (ApSS 308)for:-Ordinary soil-Manual up to 3.0 M Ordinary soil-Manual up to 3.0 M Foundation of Buildings Cellar - (1(G))

Plain Cement Concrete (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundation levelling courses and below flooring beds using 40mm size (SS5) hard Granite metal up to Plinth level from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials and including all charges for mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) for:-Machine Mix-PCC (1:5:10) NOMINAL MIX Cellar - (1(G))



No.Amount

(Rs.)

4

47.00 SQM 292 SQM 137245

For slab (150mm Thick) 32.00 SQM 1220.00 SQM 39040For beams 0.40 CUM 8796.00 CUM 3480

6

0.53 MT 58307 MT 307557

2.00 No's 200 No's 4008 Supply of SWG SP-3 pipe conforming to ISI 651 - 4" dia (101.6mm)

5.00 Rmt 285 Rmt 14256673720







Supplying, fitting and placing HYSD (Fe 415/ tmt grade as per IS 1786-1985) bar reinforcement VRCC works complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily including cost and conveyance of bars from approved sources to site of work, binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work for:-HYSD with lap splicing F-1 Lift Manual


N.W:- Construction of Tahsildar office building at Allur in SPSR Nellore District

CERTIFICATES

1) Certified that the leads provided in the lead statement are the shortest

2) Certified that the distances noted herein are correct

3) Certified that the quarries are the nearest and are having sufficient yield

4) Certified that the routes shown are the nearest

5) Certiified that the description of the variety of materials noted are correct

to the best of my knowledge

6)

Assistant Executive Engineer Dy Exe. Engineer (R&B)(R&B) Section, Allur Kovur



Certified that the proposed site is situated in coastal severe exposure zone and at a distance of 8 Kms from the sea shore. Hence M25 grade of concrete is proposed for all RCC items

N.W:- Construction of Tahsildar office building at Allur in SPSR nellore district

CERTIFICATE

1)

Superintending Engineer (R&B) Nellore Circle::Nellore

Certified that I have inspected the proposed site for construction of Tahsildar office building at Allur in SPSR Nellore District.on ---------------------------- and the provisions provided in the estimate are necessary and adequate as per the field conditions

Latest MRO Office Estimate-1

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