CONSTRUCTION OF TOILET COMPLEX IN CAMPUS OF CIVIL COURT , MUZAFFARPUR FOR THE F-YEAR 2026-27.

BUILDING DIVISION MUZAFFARPUR

BILL OF QUANTITY

NAME OF WORK:-CONSTRUCTION OF TOILET COMPLEX IN CAMPUS OF CIVIL COURT , MUZAFFARPUR FOR THE F-YEAR 2026-27.

Estimated cost- 25,84,179.00 Last Date of Sale of B.O.Q-

Cost of B.O.Q - 5000.00 Date of Tender -

E.M.D. Amount- 51,700.00 Time of Completion - 04 Months

SN SOR Item of Works QTY UNIT RATE AMOUNT TOILETE S/T BORING

1 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. 120.48 CUM 360.70 43457 101.43 19.05

2 2.27.1 Extra for every additional lift of 1.5 m or part thereof in : Ali kinds of soil. 9.29 cum 49.40 459

3 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 45.64 cum 123.90 5655

4 2.28 Supplying and Filling in plinth with local sand and under floors including,watering,ramming consolidating and dressing complete. 29.64 CUM 287.30 8516 28.96 0.68

5 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. 184.86 CUM 283.30 52371 175.94 8.92

6 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). 13.00 CUM 3998.10 51975 12.09 0.91

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). 16.54 CUM 4688.30 77544 15.47 1.07

8 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). 1.95 CUM 5670.00 11057 1.95

9 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). 9.74 CUM 5677.20 55296 9.74

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 (1cement: 4 coarse sand) etc all complete. 29.51 CUM 5116.30 150982 29.51 8.85

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. 41.09 CUM 5765.20 236892 41.09

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 ) 8.850 M3 5116.30 45279

12 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. 28.11 SQM 211.60 5948 28.11

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. 15.43 SQM 494.40 7629 15.43

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 73.53 SQM 404.70 29758 72.80 0.73

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 67.47 SQM 437.50 29518 59.04 8.43

5.9.16.1 Centring and shuttering including strutting,propping etc. and removal ofform for. Edges of slabs and breaks in floors and walis-Under 20 cms wide 12.20 m 130.20 1588

5.9.19 Weather shade,Chajjas, corbels etc. including edges. 3.62 SQM 550.90 1994 3.62

13 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. 1459.30 SQM 94.50 137904 1459.30

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 927.49 SQM 92.60 85886 833.89 93.96

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1876.24 SQM 90.80 170363 1876.24

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. 134.86 SQM 141.50 19083 118.50 16.36

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. 100.51 SQM 162.80 16363 100.51

16 13.17 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 etc all complete. 118.24 SQM 203.60 24074 118.24 46.09

13.17.1 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement 46.09 sqm 203.60 9384

17 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) etc all complete. 54.78 SQM 125.60 6880 54.78

18 13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 273.79 SQM 117.30 32116 273.79

19 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. 33.87 SQM 686.80 23262 33.87

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(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. 58.30 SQM 795.00 46349 58.30

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. including priming coat with approved steel primer all complete.Fixed to steel windows by welding. 30.00 SQM 144.50 4335 30.00

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 32.00 metre 257.50 8240

12.79.1.2 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. Coupler 110 mm 5.00 each 120.00 600

12.80.2 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 110 mm 5.00 each 182.72 914

22 10.14.1 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 73.09 SQM 110.40 8069 73.09

23 9.21.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 8.13 SQM 1641.50 13345 8.13

24 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 For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)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) : 58.50 SQM 386.10 22587 58.50

25 2631 Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick ACP 6.51 SQM 1430.97 9316 6.51

26 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) 1.86 SQM 809.30 1505 1.86

27 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 paint of approved brand and manufacture 19.75 SQM 116.50 2301 19.75

28 22.19.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @0.40 litre/ sqm by the same membrane manufactured of density at 25° C,0.87-0.89 kg/ litre andviscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto - 2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 3 mm thick. 56.920 sqm 443.10 25221

29 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. 4.93 SQM 4242.90 20917 4.93

30 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). 37.36 SQM 970.20 36247 37.36

31 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.). 93.40 SQM 546.80 51071 93.40

32 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. 2.00 EACH 4470.90 8942 2.00

33 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, 40mm 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. 3.00 EACH 5504.30 16513 3.00

34 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. 5.00 EACH 2764.40 13822 5.00

35 17.5.1 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 EACH 6469.00 12938 2.00

36 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 10.00 EACH 434.20 4342 10.00

37 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design & of approved make conforming to IS:8931. 10.00 EACH 594.80 5948 10.00

38 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 5.00 EACH 299.40 1497 5.00

39 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40mm 7.00 EACH 104.40 731 7.00

40 17.31 Providing and fixing 600x450 mm bevelededge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5.00 EACH 1068.50 5343 5.00

41 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40mm long screws, rawl plugs etc., complete. 5.00 EACH 713.30 3567 5.00

42 17.34.1 Providing and fixing toilet paper holder :C.P. brass 5.00 EACH 550.70 2754 5.00

43 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin sink.Bottle trap 38mm single piece moulded with height of 270 mm,effective lengthof tail pipe 260 mm from the centre of the waste coupling,77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 5.00 EACH 325.10 1626 5.00

44 17.71 Providing and fixing PTMT liquid soap container109 mm wide,125 m high and 112 mm 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. 5.00 EACH 146.30 732 5.00

45 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 gmsProviding and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm 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. 5.00 EACH 397.30 1987 5.00

46 2.25A Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 72.81 sqm 411.70 29976

47 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.

18.9.2 20 mm nominal outer dia Pipes 35.00 METRE 205.30 7186 35.00

18.9.3 25 mm nominal outer dia Pipes 40.00 METRE 294.70 11788 40.00

18.9.4 32 mm nominal outer dia Pipes 45.00 METRE 359.10 16160 45.00

18.37.1 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside)with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse 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 1.00 each 6849.90 6850

48 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 35.00 metre 410.70 14375 32.00

49 19.7.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 7.00 EACH 7914.70 55403 5.00

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 1.00 Each 33603.40 33603

50 5.12 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 2.62 CUM 5530.20 14489 5.00

51 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. 1000.00 LITRE 9.70 9700 1000.00

52 Sanitary Vending Machine 1.00 nos 35,000.00 35000

53 Diaper Hanging Station 1.00 EACH 100,000.00 100000 6.00

54 Paper Holder 1.00 EACH 10,000.00 10000 6.00

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 60 metre depth below ground level. All types of soil 300 mm dia 90.00 mtr 486.800 43812.00

24.3.3.3 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. 200 mm nominal size dia 60.00 mtr 940.800 56448.00

24.4.4 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. 50 mm nominal size dia 60.00 mtr 354.90 21294.00

24.8 Gravels packing in tubewell construction in accordance with IS 4097 including providing graval fine/medium/coarse,in required grading & sizes as per actual requirement,all complete as per direction of Engineer-in charge. 35.31 Cum 1343.20 47428.00

24.13.3 Providing & 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, 200 mm dia 1.00 Each 281.00 281.00

24.14.3 Providing & fixing MS clamp of required dia to the top of housing/casing pipe of, removable as pe tubewell as per IS:2800 (part-I), including necessary bolts & nuts of required size complete 200 mm dia 1.00 Each 1738.00 1738.00

24.15.3 Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I), 200 mm dia 1.00 Each 308.50 309.00

18.9.5 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. 40 mm 15.00 metere 477.60 7164

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, 15.00 Hours 916.80 13752.00

AR Supplying 1 HP submerssiable Motor with complete sets (Rate Approved by S.E.,B.C.D Gaya Circle on dated 07/09/2016 1.00 Set 20650.00 20650.00

NS Safety Wire 1.5 mm dia of approved ISI marked 50.00 m 31.00 1550.00

NS Electric wire of 3mm dia of approved ISI marked 60.00 m 72.61 4356.60

NS Adapter 32 mm dia standard (top &bottom) of approved ISI marked 1.00 each 389.95 389.95

55 Carriage of materials

56 Extra cost of materials

TOTAL S 2503261

Total S.O.R 2336315

Total N.S Item 166946

After Correction factor -0.982 on SOR Item 2294261

Add Extra GST =5.36% vide Engineer-in-Chief, BCD, Bihar, Patna Letter no. 5751(bh), Dated 18/07/2023. 122972

Grand Total:- 25,84,179.00

EXECUTIVE ENGINEER

BUILDING DIVISION, Muzaffarpur.