CONSTRUCTION OF TOILET COMPLEX (G+1) IN CAMPUS OF CIVIL COURT BETTIAH, WEST CHAMPARAN.

GOVERNMENT OF BIHAR

BUILDING CONSTRUCTION DEPARTMENT

NAME OF DIVISION :- BUILDING DIVISION, BETTIAH

BILL OF QUANTITY

NAME OF WORK:- CONSTRUCTION OF TOILET COMPLEX (G+1) IN CAMPUS OF CIVIL COURT BETTIAH, WEST CHAMPARAN.

AMOUNT OF B.O.Q

EARNEST OF B.O.Q

COST OF B.O.Q. 10000 Main Boring Tube well S Tank B/Wall

S.No. Code Items Qty. Unit Rate Amount Qty. Amount Qty. Amount Qty. Amount Qty. Amount

1 0L01 Un Skilled labour for site cleaning 12 Nos 354.96 12

2 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm 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. M3 360.7 44.673 9.375 5.89

3 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil. M3 49.4 7.3

4 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 20.24 M³ 123.9 17.3 2.94

5 2.28 Supplying and Filling in plinth with local sand and under floors including,watering,ramming consolidating and dressing complete. M3 287.3 53.01 1.05 0.71

6 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. M2 283.3 98.61 7 9.28

7 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). 8.2 M3 3998.1 7.32 0.875

6 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). M3 5670 12.41 1.06

7 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 ) 13.88 M3 4923 8.859 5.02

8 5.33A.2.2 Reinforced cement conrete work in eams,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 excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20 mm nominal size). 31.77 M3 5677.2 31.765

9 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

A 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg 94.5 2550 30

B 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg 92.6 510 40

C 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg 90.8 1020 413.25

D 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. kg 91.7 1020

10 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. M2 211.6 21.23 13.44

B 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 404.7 67.34 4.28

C 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. M2 494.4 49.62 21.43

D 5.9.3 Suspended floors, roots, landings, balcnies and access platform. M2 437.5 87.87

E 5.9.19 Weather shade,Chajjas, corbels etc. including edges. M2 550.9 14.44

11 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 etc all complete. M3 5765.2 32.55

12 6.1.12C +6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Extra tor Brick work in superstructure above plinth level upto floor V cum M3 8.63

13 13.13.2+ 13.36.5 20 mm cement plaster of mix ; 1: 4(1 cement: 4 coarse sand) Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 20 mm cement plaster 1:3(1 cement:3 sand) M2 41.8

14 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete. M2 141.5 347.65

15 13.12.4 Cement plaster in course sand 15 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete. M2 162.8 384.65

16 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) etc all complete. M2 125.6 71.98

17 13.112 Washed stone grit plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement :4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, tope layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand :2 stone chipping 10 mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer -in charges (Payment for providing grooves shall be made separately) M2 516.3 26.71

18 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. M 47.1 19.74

19 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with afloating coat of near cement Details of cost for 10 sqm M2 192.2 51.12 34.55

20 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, M 1087.9 30.49

21 13.80 A.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. M2 105.4 95.08

22 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: 3coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. M2 795 235.18

23 11.37 Providing and laying Ceramic glazed floor tiles 300x300mm (thickness be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in colours such as white,Ivory,Grey,Fume Red,Brown,laid on 20mm thick Cement motar 1:4(1cement:4coarse sand) including pointing the joints with white cement and matching pigment etc., complete. M2 686.8 36.26

24 11.26.1 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) 20 to 25 mm thick M2 1252.7

25 11.19.1 chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6 mm in floors jointed with neat cement slurry mixed with pigement to match the shade of the tiles, including rubbing and polshing complete on 20mm thick bed of cement mortar 1:4(1 cement:4 coarse sand). M2 970.2 16.65

26 8.2.2.1 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement:4coarse sand), joints treated with white cement, mixed with matching pigment,epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. M2 4242.9 6.03

27 9.147C.1 Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm) M2 9725.5 16.91

28 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 kg 161.1 105

29 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kg 546.8 412.13

30 13.77A.1 + 13.78.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . 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 Distemper primer M2 95.3 95.08

31 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) M2 81.2 38.43

32 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) M2 83.5 6.51

33 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. each 4470.9 4

34 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and each 4230 1

35 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 each 2369.9 6

36 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. Nos 1068.5 6

37 17.10.2.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm Nos 2812.9 1

38 18.22.2 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter Nos 190.1 2

39 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. each 434.2 16

40 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 each 594.8 16

41 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 each 500.4 1

42 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. each 96.8 7

43 17.73.1 Proviing & fixing 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 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour,weighing not less than 105 gms. each 397.3 8

44 18.18.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore each 399.2 3

45 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. ltr 9.7 2000

46 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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 33603.4 1

47 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 each 7210.6 4

48 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. 110 mm diameter

12.78.1 75 mm diameter mtr 162.7 60.98

12.78.2 110 mm diameter mtr 257.5 121.95

49 12.8 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete.

50 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. each

12.79.5.2 Plane band- 110mm dia each 132 10

12.79.3.2 Tee with door- 110mm dia each 193.4 10

12.79.1.2 Couplar- 110mm dia each 120 10

12.79.4.2 Band with door- 110mm dia each 190.7 10

51 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes M 278.2 48.78

18.8.2 20 mm nominal outer dia Pipes M 350.8 21.34

52 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.

A 18.9.2 20 mm nominal outer dia Pipes M 205.3

B 18.9.3 25 mm nominal outer dia Pipes M 294.7 12.2

C 18.9.4 32 mm nominal outer dia Pipes M 359.1 4.57

D 18.9.5 40 mm nominal outer dia Pipes M 477.6 27

53 Carriage of materials

54 Extra cost of materials

55 2.6.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. AH Kinds of soil M3 314.9 14

56 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). 4.57 M3 4688.3 1.275 3.29

57 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 (1cement: 4 coarse sand) etc all complete. M3 5116.3 5.27

58 13.11.2 Cement plaster in course sand 1:4(1 cement :4 coarse sand) M2 152.9 65.71

59 13.78.1 + 13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) M2 65.71

60 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. kg 114.6 200

61 13.81.3 + 13.82.1 Applying priming coat: With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) M2 9.29

62 24.1.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia M 486.8 60

63 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 150 mm nominal size dia M 660.1 54

64 24.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia M 673.5 6

65 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. M³ 1342.2 3.182

66 24.10.2 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge. 150 mm nominal size dia having minimum wall thickness 5.00 mm M 1408.1 1

67 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia Nos 210.7 1

68 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp Nos 1531.4 1

69 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia Nos 281.8 1

70 NS supplying installation testing and commisioning submersible moter 2H P moter with cable all complete including hire & labour charge of accessories etc Nos 31102 1

71 24.12 Development of tube well in accordance with IS : 2800 (partI) and IS: 11189, to establish maximum rate of usable wateryield 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.tubewell as per IS:2800 (part I). 100 mm dia Hrs 916.8 8

72 NS Diaper Changing (Supplying, Installation with all fitting & Stand/ Station as per Direction of E/I.) 1 each 52664

73 NS Sanitary Vending M/C (720x180x490) (Supplying, Installation with all fitting & Stand/ Station as per Direction of E/I.) 1 each 95150

74 NS Paper Holder (water Proof) Supplying Installation With all fitting &stand /station as per direction of E/i 1 each 10000

Total SOR+DSR 2779831 178141

CORRECTION FACTOR @.982 ON SOR& DSR

Executive Engineer

Building Division, Bettiah