CONSTRUCTION OF TOILET COMPLEX (G+1) IN CAMPUS OF CIVIL COURT, BHOJPUR (ARA)

BOQ FOR CONSTRUCTION OF TOILET COMPLEX (G+1) IN CAMPUS OF CIVIL COURT, BHOJPUR (ARA)

s.no code item Qty. Septic Tank Boring Qty. Unit Rate Amount

1 0L01 Un Skilled labour for site cleaning 2.00 2.00 Nos 409.40 819.00

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 kind of soil. 44.6726 22.30 66.973 M3 360.70 24,157.00

3 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : All kinds of soil. 7.30 7.30 M3 49.40 361.00

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 17.30 17.30 M3 123.90 2,143.00

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete 53.01 1.49 54.50 M3 287.30 15,658.00

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/. 98.61 9.76 108.37 M2 283.30 30,701.00

7 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 1.49 1.49 M3 4420.80 6,587.00

8 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) 7.32 7.32 M3 3,998.10 29,266.00

9 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring, 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) 0.81 0.81 M3 4,688.30 3,798.00

10 5.33.1.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing - All works up to plinth level 12.43 12.43 M3 5,063.40 62,938.00

11 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 ) 8.86 5.59 14.449 M3 4,923.00 71,132.00

12 5.33.2.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing - All work above Plinth level upto floor V Level. 31.77 31.77 M3 5,863.20 186,245.00

13 5.22 Reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete. 0.00

14 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 40.32 40.32 M2 211.60 8,532.00

B 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers 67.34 67.34 M2 404.70 27,252.00

C 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 49.62 49.62 M2 494.40 24,532.00

D 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 87.84 87.84 M2 437.50 38,430.00

E 5.9.19 Weather shade,Chajjas, corbels etc. including edges 14.44 14.44 M2 550.90 7,955.00

15 6.1.14C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in Cement mortar 1:6 (1 cement: 6 coarse sand ). Extra tor Brick work in superstructure above plinth level upto floor V cum. 32.55 32.55 M3 5,765.20 187,657.00

16 6.1.12C + 6.3C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in Cement mortar 1:4 (1 cement: 4 coarse sand ). Extra tor Brick work in superstructure above plinth level upto floor V cum. 8.63 8.63 M3 5,958.50 51,422.00

17 13.13.2 + 13.36.6 Providing 20mm cement plaster in cm (1:4) with water proofing compound 5% sika etc all complete job as per building specification & direction of E/I. 41.80 41.80 M2 220.00 9,196.00

18 13.11.4 Providing 12mm CP in cm (1:6) with clean coarse sand etc all complete job as per building specification & direction of E/I. 347.65 347.65 M2 141.50 49,192.00

19 13.12.4 Providing 15mm CP in cm (1:6) on rough side of single or half brick wall with clean coarse sand etc all complete job as per building specification & direction of E/I. 384.65 384.65 M2 162.80 62,621.00

20 13.24.2 Providing 6mm cement plaster in cm (1:4) in ceiling etc all complete job as per building specification & direction of E/I. 71.98 71.98 M2 125.60 9,041.00

21 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) 26.71 26.71 M2 516.30 13,790.00

22 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 groovecomplete as per specifications and direction of the Engineer-in- Charge. 19.74 19.74 m 47.10 930.00

23 13.17.2 Providing 12mm thick CP in cm (1:4) with punning etc all complete job as per building specification & direction of E/I. 51.12 25.77 76.89 M2 192.20 14,778.00

24 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, 30.49 30.49 m 1,087.90 33,170.00

25 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. 95.08 95.08 M2 105.40 10,021.00

26 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 235.18 235.18 M2 795.00 186,968.00

27 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. 36.26 36.25 M2 686.80 24,897.00

28 8.13 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 45.51 45.51 M2 3,605.20 164,073.00

29 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 20 nm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) 16.65 16.65 M2 970.20 16,154.00

30 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. Area of slab over 0.50 sqm 6.03 6.03 M2 4,242.90 25,585.00

31 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 . 16.91 16.91 M2 9,725.50 164,458.00

32 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 with rawl plugs screws etc 105.00 105.00 kg 161.10 16,916.00

33 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.). 412.13 412.13 kg 546.80 225,353.00

34 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 + over Applying one coat of Distemper primer of approved brand and manufacture on wall surface: 95.08 95.08 M2 102.30 9,727.00

35 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 38.43 38.43 M2 119.80 4,604.00

36 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 6.51 6.51 M2 83.50 544.00

37 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 4.00 4.00 Nos 4,470.90 17,884.00

38 17.2.1 Providing and fixing water closet squatting pan (Europeon 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 2.00 2.00 Nos 4,230.00 8,460.00

39 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 2.00 2.00 Nos 3,723.20 7,446.00

40 17.7.1 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 pair of 15 mm C.P. brass pillar taps 6.00 6.00 Nos 2,764.40 16,586.00

41 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. 6.00 6.00 Nos 1,068.50 6,411.00

42 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 : 610x460 mm bowl depth 200 mm 1.00 1.00 Nos 2,812.90 2,813.00

43 18.22.2 Providing and fixing 150mm diameter C.P. brass shower rose with 15 or 20 mm inlet etc all complete job as per building specification & direction of E/I. 2.00 2.00 Nos 190.10 380.00

44 18.49 Providing and fixing 15mm nominal bore C.P. brass bib cock etc all complete job as per building specification & direction of E/I. 16.00 16.00 Nos 434.20 6,947.00

45 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 16.00 16.00 Nos 594.80 9,517.00

46 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 1.00 1.00 Nos 500.40 500.00

47 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. 7.00 7.00 Nos 96.80 678.00

48 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 8.00 8.00 Nos 397.30 3,178.00

49 18.18.3 Providing and fixing 25mm nominal ball valve (brass) of approved quality etc all complete job as per building specification & direction of E/I. 25 mm nominal bore 3.00 3.00 Nos 399.20 1,198.00

50 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. etc all complete job as per building specification & direction of E/I. 2000.00 2000.00 ltr 9.70 19,400.00

51 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. etc all complete job as per building specification & direction of E/I. 1.00 1.00 Nos 33,603.40 33,603.00

52 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 4.00 4.00 Nos 7,210.60 28,842.00

53 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. 0.00 0.00

54 12.80 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 0.00

55 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. 0.00

D 12.79.4.2 Band with door- 110mm dia 10.00 10.00 Nos 190.70 1,907.00

56 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 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. 0.00

A 18.8.1 15mm dia Concealed work 48.78 48.78 m 278.20 13,571.00

B 18.8.2 20mm dia Concealed work 21.34 21.34 m 350.80 7,486.00

57 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. 300mm dia 90.00 90.00 mtr 486.80 43,812.00

58 24.2.1.1 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, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia 11.00 11.00 mtr 567.90 6,247.00

59 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of. 150 mm nominal size dia 86.00 86.00 mtr 660.10 56,769.00

60 24.4.1 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes. 100mm nominal size dia 15.00 15.00 mtr 573.10 8,597.00

61 24.8 Gravel packing in tubewell construction in accordance with IS 4097,including providing gravel fine/ medium/ coarse, in 3.00 3.00 M3 1,343.20 4,030.00

62 24.13.1 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: 100 mm dia 1.00 1.00 no 189.70 190.00

63 24.14.1 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. 100 mm clamp 1.00 1.00 no 1,448.40 1,448.00

64 24.15.1 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 100mm dia 1.00 1.00 no 228.30 228.00

65 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 8.00 8.00 hours 916.80 7,334.00

66 18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 1.00 1.00 no 1,084.60 1,085.00

67 Carriage cost of Materials 0.00 0.00

68 Extra cost of Materials 0.00 0.00

69 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 4.00 m 410.70 1,643.00

Correction Factor @ 0.982 2,927,934.00

Total Amount with GST 3,084,871.00

70 Diaper Changing Station 1.00 1.00 no 67,914.00 67,914.00

71 Sanitary Vending M/C (720X180X490) 1.00 1.00 no 27,396.00 27,396.00

73 Supply and fitting and fixing of 2 HP crompton gravel submersible pump with D.S.P. submersible pump strainer etc.all complete. 1.00 1.00 no 28,975.00 28,975.00

Grand Total 3,219,156.00

EXECUTIVE ENGINEER

BUILDING DIVISION, ARA