CONSTRUCTION OF MALE, FEMALE & HANDICAPT TOILET COMPLEX IN CAMPUS OF DISTRICT REGISTRY OFFICE AT CHHAURADANO IN THE DIST - EAST CHAMPARAN FOR THE YEAR - 2026-27

BILL OF QUANTITY.

NAME OF WORK :- CONSTRUCTION OF MALE, FEMALE & HANDICAPT TOILET COMPLEX IN CAMPUS OF DISTRICT REGISTRY OFFICE AT CHHAURADANO IN THE DIST - EAST CHAMPARAN FOR THE YEAR - 2026-27

B.O.Q Amount :- Rs.17,51,973.00 Toilet complex Septic Tank Boring

Earnest Money :- Rs. 35,100.00

Cost of BOQ :- Rs. 5,000.00

NIT NO :- 14/2026-27 (Re-Tender)

Time Of Competion :- 04 Month

S.NO. S.O.R PARTICULARS OF WORK Qty Qty Qty TOTAL QUANTITY RATE UNIT AMOUNT

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 24.39 24.39 178.30 Nos 4349

2 2.8.1 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m ; disposed earth to be levelled and neatly dressed.All kinds of soil 12.75 28.823 41.57 360.70 Nos 14995

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 21.94 1.801 22.661 287.30 cum 6511

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. 85.60 7.848 93.45 283.30 sqm 26474

5 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) 4.883 9.26 4819.90 sqm 44632

6 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

(I) 4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 2.65 2.65 4420.80 sqm 11715

(II) 4.1.3 1:2:4 (1 Cement :2 coarse and:4 graded stone aggregate 20 mm nominal size) 4.55 1.801 6.35 3998.10 sqm 25388

7 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) 4.10 4.10 4688.30 cum 19222

8 5.2.2 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. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 1.79 1.79 5670.00 cum 10149

9 5.3 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 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). 9.74 1.252 10.99 5335.90 cum 58642

10 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 ). 2.35 2.35 5116.30 cum 12023

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 ) Extra tor Brick work in superstructure above plinth level upto floor V cum 21.35 21.35 5765.20 cum 123087

12 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

(i) 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 52.13 11.813 63.943 437.50 m² 27975

(ii) 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 63.98 63.98 404.70 m² 25893

(iii) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 28.55 28.55 494.40 m² 14115

(iv) 5.9.19 Columns,Pillars, Piers, Abutments, Posts and Struts 5.71 5.71 550.90 m² 3146

13 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

(i) 5.22.7A Thermo-Mechanically Treated bars TMTC-500- 8 mm dia. 800 130.319 930.32 94.50 kg 87915

(ii) 5.22.7B Thermo-Mechanically Treated bars TMTC-500- 10 mm dia. 322.85 235.45 92.60 kg 21803

(iii) 5.22.7C Thermo-Mechanically Treated bars TMTC-500- 16 mm dia. 900 900.00 90.80 kg 81720

14 13.11.4 Cement plaster in course sand. 1:6(1 cement: 6 coarse sand). 127.76 127.82 141.50 m² 18087

15 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 82.94 82.94 162.80 m² 13503

16 13.18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. 68.39 68.39 229.30 m² 15682

17 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) 40.77 40.77 125.60 m² 5121

18 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) 156.45 156.45 132.50 m² 20730

19 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. 26.41 26.41 686.80 m² 18138

20 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 (1cement : 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. 79.1 79.10 795.00 m² 62885

21 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. all complete Fixed to steel windows by welding. 46.25 46.25 144.50 kg 6683

22 9.147C.1 Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement :4 fine sand) 12.68 12.68 9725.50 m² 123319

23 21.1.1.1 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) : For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 13.87 13.87 386.10 kg 5355

24 21.3.2 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 5.50 mm thickness(weight not less than 12.50 kg/sqm) 1.85 1.85 1115.10 m² 2063

25 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture 18.23 18.23 116.50 m² 2124

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. Rajnagar plain white marble /Udaipur green marble/ Zebra block marble. Area of slab upto 0.50 sqm 5.09 5.09 4242.90 m² 21596

27 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). Light shade using white cement 36.42 36.42 970.20 m² 35335

28 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.). 165.15 165.15 546.80 kg 90304

29 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 2 2.00 4470.90 Each 8942

30 17.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 3 3.00 5504.30 Each 16513

31 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 5 5.00 2764.40 Each 13822

32 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 2.00 3723.20 Each 7446

33 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 12 12.00 434.20 Each 5210

34 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 12 12.00 594.80 Each 7138

35 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.

(I) 18.9.2 20 mm nominal outer dia Pipes 15 15.00 205.30 mtr. 3080

(II) 18.9.3 25 mm nominal outer dia Pipes 35 35.00 294.70 mtr. 10315

(III) 18.9.4 32 mm nominal outer dia Pipes 25 25.00 359.10 mtr. 8978

36 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 2000.00 9.70 ltr. 19400

37 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.

38 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 1 1.00 33640.10 each 33640

39 18.33 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 : 2 2.00 7210.60 nos 14421

40 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement. 55.112 55.11 203.60 m² 11221

41 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. 90.00 90.00 486.80 Mtr. 43812

42 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 80 80.00 660.10 Mtr. 52808

45 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 10 10.00 673.50 Mtr. 6735

46 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 4 4.00 1195.60 m³ 4782

47 24.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 2 2.00 1195.60 m³ 2391

48 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. 6 6.00 1343.20 m³ 8059

49 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 1 1.00 210.70 Each 211

50 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 developed, 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. 12 12.00 916.80 Hrs. 11002

51 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 1 1.00 1531.40 Each 1531

52 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 1 1.00 281.80 Each 282

53 18.10.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore. 80 80.00 589.20 mtr. 47136

54 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) . 40 mm nominal bore. 5 5.00 419.70 Each 2099

55 A/R Supply and fitting 2.00 H.P submerssible water pump with starter cables etc…. Do all complete job 1 1.00 20000.00 Set. 20000

56 Cost of Metirials

57 Extra Cost of Materials:-

Add GST 5.36% Vide Engineer in Chief Letter No-5751, Dated-18.07.2023 89128.00

TOTAL BOQ AMOUNT Rs.= 1,751,973.00

EXECUTIVE ENGINEER

BUILDING DIVISION, MOTIHARI.