Construction of Marriage hall cum cultural building in Gaunaha Panchayat, under Block Gaunaha, Distt West Champaran.

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

NAME OF DIVISION :- BUILDING DIVISION, BETTIAH

BILL OF QUANTITY

Name of work :- Construction of Marriage hall cum cultural building in Gaunaha Panchayat, under Block Gaunaha, Distt West Champaran.

Estimated Cost :- ₹ 4,577,009.00

Earnest Money :- ₹ 91,600.00

Cost of B.O.Q :- ₹ 5,000.00

S.No. Code Items Qty. Unit Rate Amount

1 OL01 Un Skilled labour for site cleaning 5.000 no 355.42 1,777.00

2 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. All Kinds of soil 114.269 m3 360.70 41,217.00

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 217.640 m3 287.30 62,528.00

4 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, 287.950 m2 283.30 81,576.00

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 19.990 m3 3998.10 79,922.00

6 5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All work upto plinth level 37.390 m3 4756.90 177,860.00

7 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 52.930 m3 123.90 6,558.00

8 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 infoundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 22.960 m3 4923.00 113,032.00

9 5.33A.2.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level Walls columns, pillars, posts cind struts 9.213 m3 5293.50 48,769.00

5.33A.2.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 48.611 m3 5677.20 275,974.00

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

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 45.660 m2 211.60 9,662.00

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 217.420 m2 404.70 87,990.00

5.9.6 Columns shuttring area all sides 163.860 m2 494.40 81,012.00

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 249.500 m2 437.50 109,156.00

5.9.19 Weather shade,Chajjas, corbels etc. including edges 30.010 m2 550.90 16,533.00

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 shal 10.000 no 165.40 1,654.00

13 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 67.950 m3 5765.20 391,745.00

14 6.1.12C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum 2.810 m3 5958.50 16,743.00

15 13.11.1 + 13.36.1 Cement plaster in course sand 12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 199.370 m2 173.30 34,551.00

16 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) 237.020 m2 141.50 33,538.00

17 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix. 1:6 (1 cement: 6 coarse sand) 336.290 m2 162.80 54,748.00

18 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand) 236.910 m2 125.60 29,756.00

19 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 311.960 m2 192.20 59,959.00

20 10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. 220.500 Kg 114.60 25,269.00

21 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. Using M.S. angle 40x40x6 mm for diagonal braces 41.850 m2 3653.00 152,878.00

22 9.48.2 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 openings/ wooden frames with rawl plugs screws etc 291.600 Kg 122.90 35,838.00

23 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 52.410 m2 795.00 41,666.00

24 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 10.440 m2 686.80 7,170.00

25 13.77A.1 + 13.78.2 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications. Two or more coats on new work Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer 473.930 m2 95.30 45,166.00

26 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 406.730 m2 132.50 53,892.00

27 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work 125.310 m2 84.50 10,589.00

28 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 4.000 no 4470.90 17,884.00

29 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5.000 no 1068.50 5,343.00

30 17.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 4.000 no 2369.90 9,480.00

31 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 7.000 no 434.20 3,039.00

32 18.52.1 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 6.000 no 594.80 3,569.00

33 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore 2.000 no 500.40 1,001.00

34 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. 4.000 no 96.80 387.00

35 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 4.000 no 397.30 1,589.00

36 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1.000 no 33603.40 33,603.00

37 17.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 1.000 no 3723.20 3,723.00

38 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore

39 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000.000 per litre 9.70 19,400.00

40 18.33.1 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A 2.000 no 7210.60 14,421.00

41 12.78 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.

42 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.5.1 Plane band-75 mm dia 10.000 no 91.80 918.00

12.79.3.2 Tee with door-110 mm dia 8.000 no 193.40 1,547.00

12.79.4.2 Band with door-110 mm dia 6.000 no 190.70 1,144.00

43 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work

18.9.3 25 mm nominal outer dia Pipes 30.000 m 294.70 8,841.00

18.9.1 15 mm nominal outer dia Pipes 20.000 m 151.40 3,028.00

18.9.2 20 mm nominal outer dia Pipes 25.000 m 205.30 5,133.00

18.9.4 32 mm nominal outer dia Pipes 10.000 m 359.10 3,591.00

44 Carriage cost of Materials

45 Extra cost of Materials

46 5.1.2 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 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 1.740 m3 4688.30 8,158.00

47 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1.:4 (1 cement: 4 coarse sand) 6.900 m3 5116.30 35,302.00

48 0L27 Supplying and plumber and unskilled labour etc. 8.000 no 429.00 3,432.00

49 18.42 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :

18.42.1 Up to 6 metres depth 6.000 m 350.60 2,104.00

18.42.2 Beyond 6 m and up to 12 m depth 6.000 m 416.10 2,497.00

18.42.3 Beyond 12 m and up to 18 m depth 48.000 m 484.10 23,237.00

50 18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. 5.460 m 706.60 3,858.00

51 18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 1.000 no 1084.60 1,085.00

52 13/8640+15%cp+1%cess Supplying and fixing 40mm dia CPVC pipe (medium) coloumn pipe cinfirming to IS 1239 all complete as per E/I. 51.000 m 267.15 13,625.00

53 NS Suppling 1 HP motar 1.000 nos 3000.00 3,000.00

54 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 4.000 hour 916.80 3,667.00

Executive Engineer

Building Division, Bettiah