"Construction work of Community building-cum-workshed in Belwa Ray, Bairaji Panchayat, under Turkauliya Block. (Thana No.-72, Khata No.-293, Khesra Number-1386)"

Bill of Quantity

Office of the Executive Engineer, Local Area Engineering organization Work Division -01, Motihari, East Champaran

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BLOCK- TURKAULIYA VIDHAN SABHA- HARSIDHI

AMOUNT OF B.O.Q :- ₹ 2,808,799.19

EARNEST MONEY :- ₹ 56,300.00

COST OF B.O.Q :- ₹ 5,000.00

TIME OF COMPLETION :- 6 Month

S.N. SOR Item No. ITEM OF WORK UNIT QUANTITY RATE AMOUNT

1 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m All kinds of soil. 100 M2 6.25 1355.40 8,471.25

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 M3 92.06 360.70 33,206.04

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 M3 74.14 123.90 9,185.95

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. All kinds of soil. M3 72.85 287.30 20,929.81

5 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) 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M3 1.11 3998.10 4,437.89

(ii) 4.1.6 1:3:8 (1 Cement; 3 coarse sand :8 graded stone aggregate 40 mm nominal size) M3 2.92 3279.80 9,577.02

6 4.3.1 Centring and shuttering including strutting,propping etc. and removal or form work for Foundations,footings, bases Columns M2 9.77 211.10 2,062.45

7 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) M2 5.89 245.60 1,446.58

8 4.12 Extra for providing and mixing water prooding material in cement concrete work in the proportion recommended by the manufacturers. per 50 kg cement 1.885 57.16 107.74

9 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) M3 17.13 4688.30 80,310.58

10 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) M3 5.31 5670.00 30,107.70

11 5.3 + 5.33B.4 Reinforced cement conrete work in beams,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). Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-15grade R.C.C instead of M-20 grade R.C.C. M3 22.51 5719.70 128,750.45

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. M2 20.90 211.60 4,422.44

5.9.3 Suspended floors, roots, landings, balcnies and access platform. M2 88.84 437.50 38,867.50

5.9.4 Shelves (Cost in situ) M2 1.23 437.50 538.13

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 140.06 404.70 56,682.28

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 104.38 494.40 51,605.47

5.9.15 Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings, bed plates, anchor blocks and the like. M2 3.91 224.20 876.62

5.9.16.1 Edges of slabs and breaks in floors and walls Under 20 cms wide mtr. 44.55 130.20 5,800.41

5.9.19 Weather shade,Chajjas, corbels etc. including edges M2 24.22 550.90 13,342.80

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. kg. 2512.80 94.50 237,459.60

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg. 523.50 92.60 48,476.10

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg. 1413.45 90.80 128,341.26

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. kg. 785.25 91.70 72,007.43

14 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 ) M3 30.524 4819.90 147,122.63

15 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum M3 19.523 361.46 7,056.78

16 6.13A Brick work 7cm thick with brick of class designation 100A cement mortar 1:3 (1 cement: 3 coarse sand) in super structure M2 4.40 482.00 2,120.80

17 6.18.4A Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:4 (1 cement: 4 coarse send) M2 15.74 599.30 9,432.98

18 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. M2 15.68 34.84 546.29

19 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) M2 0.00 0.00 0.00

20 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position Sal wood M3 0.034 95670.70 3,252.80

21 9.120.2 Providing and fixing to existing door frames. 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction M2 3.090 2293.40 7,086.61

22 9.21 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:

(i) 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws M2 2.16 1775.30 3,834.65

(ii) 9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws M2 0.00 1589.50 0.00

23 9.48.1 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round barsetc. all complete. Fixed to openings / wooden frames with rawl plugs screws etc kg. 29.70 144.50 4,291.65

24 9.79.1 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 40 mm Each 2 180.50 361.00

25 9.95.3 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 100x75x4 mm Each 6 95.80 574.80

26 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

27 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

28 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

29 9.101.2 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stoppe Each 1 60.80 60.80

30 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete . Each 1 655.40 655.40

31 9.104 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. Mtr. 3.15 139.70 440.06

32 10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screwsor with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except windows M2 1.98 3038.90 6,017.02

33 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units

10.13B Steel windows M2 1.08 396.70 428.44

10.13C Steel ventilators M2 0.90 405.30 364.77

34 10.15.1.1 Providing and fixing pressed steel door confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B mtr. 15.15 405.80 6,147.87

35 10.18 Providing and fixing circular cast iron 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 No 7.00 165.40 1,157.80

36 10.28 Providing and fixing bright finished brass casement window fastners of minimum weight 200 gms to side hung steel windows with necessary welding and machine screws etc. complete. Each 1.00 74.30 74.30

37 10.29 Providing and fixing bright finished brass peg stays 300mm long of minimum weight 330 gms. to side hung steel windows with necessary welding and machine screws etc. complete. Each 2.00 182.70 365.40

38 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 315.00 114.60 36,099.00

39 10.33.3 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer G.I pipes 40 mm nominal bore (class B) kg 39.06 150.00 5,859.00

40 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate M2 109.67 289.10 31,705.48

41 11.6.1 Cement plaster skirting (upto 30 cm hieght) with cement mortar 1:3 (1 cement:3 coarse sand) finished with afloating coat of neat cement 18 mm thick M2 4.97 304.15 1,511.93

42 11.37 Providing and laying Ceramic glazed flo~r tiles 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to 15:15622of approved make in all colours, shades, except White, Ivory, Grey, Fume RedBrow laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete. M2 3.94 686.80 2,706.85

43 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to 15:15622(thicknessto be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 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. M2 7.26 795.00 5,771.70

44 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of Ell. M2 163.28 283.30 46,257.22

45 11.76 Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l, M2 100.22 388.30 38,915.43

46 12.39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3(1 cement: 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. Each 0.00 0.00 0.00

47 13.11.4 12mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) M2 94.57 141.50 13,381.66

48 13.12.4 15mm cement plaster on the rough side of single or half brick wall of mix: 1:6(1 cement: 6 course sand) M2 94.57 162.80 15,396.00

49 13.13.2 20mm cement plaster of mix: 1:4(1 cement: 4 course sand) M2 234.09 209.90 49,135.49

50 13.24.2 6mm cement plaster to ceiling of mix: 1:4( 1cement: 4 coarse sand) M2 94.94 125.60 11,924.46

51 13.17.1 12 mm cement plaster 1:3( 1 cement: 3·coarse sand)finished with afloating coat of neat cement M2 0.72 203.60 146.59

52 13.70.1 White washing with lime to give an ever shade New work (three or more coats) M2 284.07 18.90 5,368.92

53 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shadeto give an even shade New work (three or more coats) M2 234.09 81.20 19,008.11

54 13.81 Applying priming coat:

13.81.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) M2 11.34 39.70 450.20

13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works M2 3.96 34.60 137.02

55 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 29.58 83.50 2,469.93

56 Carraige of material

(i) Brick Per/Thousand 21.401 1214.80 25,997.93

(iii) Stone chips M3 44.973 2999.80 134,910.01

57 Different of cost material

(i) Brick Per/Thousand 21.401 369.30 7,903.39

58 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. Granite of any colour and shade Area of slab upto 0.50 sqm M2 0.460 4242.90 1,951.73

59 13.106 Lettering with black Japan paint of approved brand and manufacture 1 letter of 1cm hight 300.000 2.70 810.00

60 Cost of information sign board No 1.000 3933.00 3,933.00

61 Amount with increased G.S.T rate from 12% to 18% by order of C.E L.A.E.O PATNA (BIHAR) vide letter no. 2476, Date- 27/10/2023, Multiplying factor @ 1.0536 1,899,645.01

(i) Brick Per/Thousand 21.400 512.80 10,973.92

(ii) Coarse sand M3 42.151 17.60 741.86

(iii) Stone chips M3 44.973 59.50 2,675.89

(iv) Local Sand M3 75.30 14.20 1,069.26

(A) Total of Civil work 1,915,106.00

SANITARY INSTALLATION

63 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or 8 trap, 10 litre low level white p.v.c flushing cistern with manually controlled device (handle lever) conforming to 18:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests. Each 2.00 4,470.90 8,941.80

64 17.35.1.1 Provding and fixing soil,waste and vent pipes 100 MM dia Sand cast iron S & S pipe as per IS:1729 mtr. 5.00 978.30 4,891.50

65 17.40.1.1 Provding and fixing heel rest sanitary bend 100 mm dia Sand cast iron S & S pipe as per IS:1729 Each 3.00 513.30 1,539.90

66 17.43.1.1 Provding and fixing single equal plain junction of required degree with access door ,insertion rubber washer 3mm thick ,bolt and nuts complete 100 X100XI00 mm Sand cast iron S & S pipe as per IS:1729 Each 2.00 671.20 1,342.40

67 17.56.1.1 Sand cast iron S & S pipe as per IS:1729 100 mm dai Sand cast iron S & S pipe as per IS:1729 Each 2.00 392.90 785.80

RAIN WATER PIPE

68 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 Kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion 110mm diameter mtr. 6.00 257.50 1,545.00

69 12.79 Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories- for unplasticised PVC rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.

12.79.6.2 Shoe (Plain) 110mm Shoe Each 2.00 115.95 231.90

70 12.80.2 Providing and fixing unplasticised PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete. 110 mm Each 8.00 182.72 1,461.76

71 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron Pating 15 mm diameter and weighing not less than 440 grams Each 2.00 47.90 95.80

72 2.10.1.2 Excavating trenches of required width for pipes, cables etc including excavation for sockets and dressing of sides, ramming of bottoms depth upto 1.5m ,including getting out the excavated soil , and then returning the soil as required.in the layers. not exceeding 20 em in depth including consolidating each deposited layers by ramming watering and desposing of surplus excavated soil as dirceted within a lead of 50m pipes cables etc exceeding 80mm dia but not exceeding 300 mm dia Mtr. 3.00 391.70 1,175.10

73 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 Mtr. 3.00 410.70 1,232.10

74 19.7.1.1 (A) Constructing brick masonary manhole in cement mortar 1:4 (1 cement, 4 coarse sand.) R.C.C. top slab with1:2:4 mix(1cement, 2 coars e sand, 4 graded stone aggregate 20 mm nominal size) foundation cocretel:4:8 mix (l cement, 4 coarse sand, 8 graded stone aggregate 40 mm nominal size.) inside plastering 12mm 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. finished with floating coat of neat cement complete asper standard design. Inside size 90x80cm and 45 em deer including C.l. cover with frame ( light duty) 455x610 mm internal diamension tatal weight of cover and fram to be not less than 38 kg (weight of cover23 kg and weight of frame 15kg) With cmmon burnt clay F.P.S. (non modular)bricks with class designation 7.5 Each 2.00 7,914.70 15,829.40

HAND PUMP (PART-A)

(PART-A Cost of Materials)

75 PHED Indian mark II hand pump with 8 Nos. connection rod and one cylinder confiming IS:15500 (Part 1-8)2008 Each 1.00 9,192.00 9,192.00

76 PHED 125 mm dia UPVC Casing Pipe confirming to IS,: 12818-1983/1992 mtr. 27.00 427.00 11,529.00

77 PHED 32 mm dia medium quality G.I. Riser Pipe and 8 Nos. 3 mtre length (3 mtr each length confirming IS:1239 mtr. 24.00 232.00 5,568.00

78 PHED 40 mm dia best quality UPVC pipe confirming to IS: 12818-1983/1992 Each 30.00 80.00 2,400.00

79 PHED 40 mm dia x 2 mtr, long UPVC RIBEED Strainer confirming to IS : 12818 - 1983/1992 Each 2.00 246.00 492.00

80 PHED 125 mm dia x 40 mm x UPVC reducing socket (Heavy Quality) Each 1.00 272.10 272.00

81 PHED Supplying all material and labour and fitting and fixing G.I cap over the new skunked T/well Each 1.00 142.65 143.00

82 PHED Providing all material and labour and construction 1.85m dia circular PCC (1:2:4) UNICEF desige platfom with foot rest etc all complete. Each 1.00 5,950.00 5,950.00

83 PHED Providing all material and labour and construction 1 PCC (1:2:4) UNICEF design drain for disposal of water etc. all complete. M 3.00 671.00 2,013.00

Part B-Labour cost (Classification of Soil item 'B')

84 PHED Boring by jet dheki by suitable cutter or reduce as the case may be lowering 125 mm UPVC x 40 mm dia G.I. Pipe & Strainer of standard quality iron shoe, plug & socket etc. all complete including _providing all tools and oplants required for the job as per sopecification and direction of the engineer in charge.

A For 125 mm dia UPVC Pipe mtr. 27.00 324.00 8,748.00

B For40 mm dia UPVC pipe mtr. 3.50 193.40 677.00

C For40 mm dia UPVC pipe mtr. 30.50 222.41 6,784.00

85 PHED (a) Supplying all tools for lowering 32 mm dia G.I pipe mtr. 24.00 20.12 483.00

(b) Fixing cylinder Each 1.00 218.50 219.00

(C) Fixing I.M II pump Each 1.00 156.70 157.00

86 PHED Providing all labours for fitting and fixing of deep cylinder with necessary connecting rod and darilling flanges including supplying jointing material, all tools & plants etc required for the job low water lever all complete job as per specification and direction of E/I Each 1.00 122.00 122.00

87 PHED Supplying labour and developing the T/Well to have sand free discharge all complete job as per specification and direction Each 1.00 601.80 601.80

88 PHED Transporation of materials & tools from Store to wrok site and carrying back the suplus materials if any. Each 1.00 290.63 290.63 `

Grand Total (a+b+c) 39,576.46

89 Amount with increased G.S.T rate from 12% to 18% by order of C.E L.A.E.O PATNA (BIHAR) vide letter no. 2476, Date- 27/10/2023, Multiplying factor @ 1.0536 41,697.76

(B) Total of P.H.E work (a+b+c)+d 97,339.19

ELECTRICAL INSTALLATION & FIXTURES

90 1.1.2 Wiring for light point!fan point!exhaustfan point1call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surfacel recessed PVC conduit with piano type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. Group- B a. Light!call bellpoints - 27 b. Ceiling fan points - 07 c. Ex. Fan points - 02 Point 36.00 922.00 33,192.00

91 1.24.4 Supplyingand fixing 3 pin5/6 amps socket outlet& 6A switch piano type on the existing switch box including connections etc. as required Point 3.00 112.00 336.00

92 1.31 Supplying and fixing suitable size GIIPVC box on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet & 6A switch piano type connection painting etc. as required. Point 2.00 414.00 828.00

93 1.17 Supplying and drawing low resistance co-axial T.V cable RJ-6 grade copper conductor PE insulated,with PVC sheath in the existing PVC concuit etc. as required. mtr. 10.00 42.00 420.00

94 1.23.7 Supplying and fixing piano type T.V antenna socket on the existing metal box including making connection, etc. as required. Each 1.00 74.00 74.00

95 1.7 Wiring for circuit!submain wiring along with earth wire with the following sizes PVC insulated copper conductor,single core cable in surface1recessed PVC conduit as required

1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) mtr. 40.00 201.00 8,040.00

96 1.22.1 Supplying and'fixing metal box of following size in recess with suitable size of phenolic laminated sheet cover in the front includingpaintingetc. as required. 75mmX75mmX60mm Each 1.00 139.00 139.00

MAIN PANEL & D.B.s

97 2.8.6 Supplyingand fixing 8 way double door sinle pole and Neutral sheet steel M.C.B. D.B, 240 Volts in recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar , detachable gland plate, interconnection, phosphatized and powder painted including nting, earthing etc. as required ( But without MCBI RCCBllsolator)(UPSDB) Each 1.00 2,591.00 2,591.00

98 2.12 Supplyingand fixing of following rating C series MCB suitablefor inductive and other loads of following poles in the existing MCB DB complete wit!h connections ,testingand commissioningetc. as required.

2.12.1 6 Amp. To 32 Amp. SP MCB240 Volt Each 6.00 237.00 1,422.00

2.12.3 32Amp SPN MCB240 Volt Each 1.00 1,044.00 1,044.00

99 3.2 Earthing with G.I pipe 4.5 mt. long dia including accessries and providing masonary encluser with cover plate having locking arrangement and watering pipe etc. including providign salt and charcoal for pipe earth electode as required set 2.00 6,323.00 12,646.00

100 3.13 Providing and laying earth connections from earth electode with 4.00 mm. Dia copper wire in 15 mm. Dia G.I.pipe from earth electrode as required. Mtr. 5.00 367.00 1,835.00

101 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. Mtr. 5.00 195.00 975.00

102 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. Mtr. 5.00 144.00 720.00

SUPPLY AND INSTALLATION OF FIXTURE

103 5.2 Supplying and fixing 2'X9 watt LED batten with minimum efficacy 100 Im/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/celling including connection with 1.5 sq.mm FRLS PVC insulated, copper conductor as required. Each 6.00 492.00 2,952.00

104 1.33 Supplying and fixing 2 pin 5 Amp ceiling rose on the existing junction box!PVC box including connection etc as required. Each 15.00 64.00 960.00

105 1.34 Supplying and fixing batten / angle holder including connectionswith 1.5 sq.mm FR PVC insulated,copper conductor single core cable etc. as required. Each 3.00 80.00 240.00

106 6.1.7 Supplying and fixing following types lamp in existing electricalfitting/ fixture etc as required. 12watt LED lamp Each 3.00 239.00 717.00

107 8.11.2 Supplying and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep includingwiring the down rods of stanard length ( upto 30 cm) with 1.5 sq. mm FR PVC insulated insulated copper conductor etc as required. Each 7.00 2,482.00 17,374.00

108 8.11.4 Supply and Installationof 300 mm, 230 V A.C. exhaust fan in the existing opening, including making good the damage, including making good the damage, connection,testing, commissioningetc. as required Each 2.00 2,572.00 5,144.00

109 5.1.1 Supplying and fixing 4'X18 watt LED batten with minimun efficacy 100l m/w in polycarbonate housing and complete with integrated electronic driver etc. directly on celleing/wall including connection with 1.5 sq. mm FRLS PVC insulated copper conductor as required. Each 7.00 521.00 3,647.00

(C) Total of Electrification 118,396.00

110 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 mtr mtr. 60.0000 178.30 10,698.00

111 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. All kinds of soil. M3 1.0800 287.30 310.28

112 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 14.3800 283.30 4,073.85

113 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) M3 5.8000 4688.30 27,192.14

114 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) M3 3.0200 5670.00 17,123.40

115 5.3 Reinforced cement conrete work in beams,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). M3 1.3600 5335.90 7,256.82

116 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. Bag 5.8560 609.30 3,568.06

117 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 23.0500 404.70 9,328.33

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 47.5200 494.40 23,493.89

5.9.15 Small lintels not exceeding 1.5 m clear span, mouldings as in cornoces, window sills, string, courses, bands, copings, bed plates, anchor blocks and the like. M2 10.9250 224.20 2,449.39

118 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. kg. 470.00 94.50 44,415.00

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg. 330.00 92.60 30,558.00

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg. 450.00 90.80 40,860.00

119 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 ) M3 10.6100 4819.90 51,139.14

120 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum M3 10.6100 361.46 3,835.09

121 9.48.1 Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round barsetc. all complete. Fixed to openings / wooden frames with rawl plugs screws etc kg 767.63 144.50 110,922.54

122 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 structuralsteel, etc. asrequired. In gratings, frames, guard bar, ladders, kg 157.5000 114.60 18,049.50

123 13.12.4 15mm cement plaster on the rough side of single or half brick wall of mix: 1:6(1 cement: 6 course sand) M2 175.3940 162.80 28,554.14

124 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shadeto give an even shade New work (three or more coats) M2 175.3940 81.20 14,241.99

125 13.81.3 Applying priming coat: With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works M2 33.3800 34.60 1,154.95

126 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 45.9800 83.50 3,839.33

127 Carraige of material

(i) Brick Per/Thousand 5.710 1214.80 6,936.51

(ii) Coarse sand M3 14.38 2878.10 41,387.08

(iii) Stone chips M3 16.78 2999.80 50,336.64

(iv) Local Sand M3 1.30 316.30 411.19

128 Different of cost material

(i) Brick Per/Thousand 5.710 369.30 2,108.70

129 Amount with increased G.S.T rate from 12% to 18% by order of C.E L.A.E.O PATNA (BIHAR) 586,287.31

vide letter no. 2476, Date- 27/10/2023, Multiplying factor @ 1.0536

130 Cost of S.F

(i) Brick Per/Thousand 5.710 512.80 2,928.09

(ii) Coarse sand M3 14.38 17.60 253.09

(iii) Stone chips M3 16.78 59.50 998.41

(iv) Local Sand M3 1.30 14.20 18.46

(D) Total of Boundary Wall 590,485.00

SEPTIC TANK & SOCK PITCH

131 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 M3 17.15 360.70 6,186.01

132 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. All kinds of soil. M3 0.37 287.30 106.30

133 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 4.83 283.30 1,368.34

134 4.5.2 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). M3 1.09 4918.50 5,361.17

135 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) M3 0.61 4688.30 2,859.86

136 6.1.12A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) M3 4.10 5017.90 20,573.39

137 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 ) Extra for Brick work in superstructure above plinth level upto floor V cum M3 3.34 4819.90 16,098.47

138 5.22.7(A+B)/2 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Kg 32.00 92.60 2,963.20

139 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement M2 21.00 203.60 4,275.60

140 0285C 50 mm size brick aggrigate outer side of soak pit M3 3.12 1197.00 3,734.64

141 Carraige of material

(i) Brick Per/Thousand 3.831 1214.80 4,653.90

(ii) Coarse sand M3 2.801 2878.10 8,061.56

(iii) Stone chips M3 0.955 2999.80 2,864.81

(iv) Local Sand M3 0.79 316.30 249.88

142 Different of cost material

(i) Brick Per/Thousand 3.831 369.30 1,414.79

Amount with increased G.S.T rate from 12% to 18% by order of C.E L.A.E.O PATNA (BIHAR) 85,391.12

vide letter no. 2476, Date- 27/10/2023, Multiplying factor @ 1.0536

143 Cost of S.F

(i) Brick Per/Thousand 3.831 512.80 1,964.54

(ii) Coarse sand M3 2.801 17.60 49.30

(iii) Stone chips M3 0.955 59.50 56.82

(iv) Local Sand M3 0.79 14.20 11.22

(E) Total of Septic Tank & Soak pit 87,473.00

Total of A+B+C+D+E Rs. 2,808,799.19

A.E. E.O. Executive Engineer

L.A.E.O. Work Division-1