Construction of Administrative Centre in Distt. Jail Bettiah, West champaran

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

NAME OF DIVISION :- BUILDING DIVISION, BETTIAH

BILL OF QUANTITY

Name of work:- Construction of Administrative Centre in Distt. Jail Bettiah, West champaran

Estimated Cost :- ₹ 1,692,724.00

Earnest Money :- ₹ 33,900.00

Cost of B.O.Q :- ₹ 5,000.00

Sl.No. S.O.R Details Quantity Unit Rate Amount

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 30.49 M³ 360.70 10,998.00

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 27.15 M³ 287.30 7,800.00

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 111.06 M² 283.30 31,463.00

4 4.1. Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 5.83 M³ 3,998.10 23,309.00

5 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

5.1.2 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 13.27 M³ 4,688.30 62,214.00

6 5.3+ 5.33.B4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-15grade R.C.C instead of M-20 grade R.C.C. 16.19 M³ 5,719.70 92,602.00

7 5.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 3.66 M³ 5,670.00 20,752.00

8 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 8.43 M³ 4,923.00 41,501.00

9 6.1.14C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand) Extra tor Brick work in superstructure above plinth level upto floor V cum 4.00 M³ 5,765.20 23,061.00

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1,242.00 Kg 94.50 117,369.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 745.20 Kg 92.60 69,006.00

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1,490.40 Kg 90.80 135,328.00

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 1,242.00 Kg 91.70 113,891.00

5.22.7E Thermo-Mechanically Treated bars TMTC-500-20mm dia. 248.40 Kg 91.70 22,778.00

11 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00

5.9.1 Foundations, footings, bases of columns etc. for mass concrete 15.70 M² 211.60 3,322.00

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 60.90 M² 494.40 30,109.00

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 84.11 M² 404.70 34,039.00

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 54.35 M² 437.50 23,778.00

5.9.19 Weather shade, Chajjas, corbels etc. including edges 30.44 M² 550.90 16,769.00

12 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 3.00 no 165.40 496.00

13 13.24 6 mm cement plaster of mix: 0.00

14 13.11. 12 mm cement plaster of mix:

15 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 32.00 M² 192.20 6,150.00

16 13.13.2 +13.26 20 mm cement plaster of mix ; 1: 4(1 cement: 4 coarse sand) Neat cement punning 133.28 M² 250.50 33,387.00

17 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 271.94 M² 105.40 28,662.00

18 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 876.04 kg 144.50 126,588.00

19 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work (two or more coats ) over and including priming coat with cement primer 69.01 M² 102.30 7,060.00

20 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 148.93 M² 137.00 20,403.00

21 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats) 280.79 M² 83.50 23,446.00

22 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. Size of Tile 60x60 cm 59.40 M² 1,638.80 97,345.00

23 11.20.1 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) Light shade using white cement 7.20 M² 1,053.60 7,586.00

24 21.1.1.3 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 107.42 kg 426.90 45,858.00

25 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm) 26.09 M² 809.30 21,115.00

26 9.46.2 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm dia metre 30.00 m 397.70 11,931.00

27 0L01 Providing unskilled Labour for site clearance etc. all completed job as per building specification. 5.00 Nos 354.96 1,775.00

28 112 Providing 1ST class carpenter for wood fitting etc. all completed job as per building specification. 5.00 Nos 428.04 2,140.00

29 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 110 mm diameter 15.00 m 257.50 3,863.00

30 17.73.1 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms 6.00 no 397.30 2,384.00

31 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 24.00 M² 436.60 10,478.00

20 Carriage cost of Materials.

21 Extra cost of Materials.

Grand Total 1,692,724.00

Executive Engineer

Building Division, Bettiah