PROPOSED COMMUNITY HALL CUM WORK SHED WITH URINAL & WATER POINT , AT PANCHAYAT- SRINAGAR MAUJA- SRINAGAR THANA NO.- 434 , KHATA NO.- 997 , KHESRA NO.- 1271/01 OF MUSAHARI TOLA BLOCK - THAKRAHA

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Bill of Quantity

Office of the Executive Engineer, Local Area Engineering organization WD-02, BAGAHA, PASCHIM CHAMPARAN

PROJECT :-PROPOSED COMMUNITY HALL CUM WORK SHED WITH URINAL & WATER POINT , AT PANCHAYAT- SRINAGAR MAUJA- SRINAGAR THANA NO.- 434 , KHATA NO.- 997 , KHESRA NO.- 1271/01 OF BLOCK - THAKRAHA

AMOUNT OF B.O.Q :- ₹ 2,854,250.00

EARNEST MONEY :- ₹ 50,000.00

COST OF B.O.Q :- ₹ 5,000.00

TIME OF COMPLETION :- 6 Month

BID Processing Fees :- ₹ 1,180.00

DATE OF BOQ SALE 06-06-2022 to 13-06-2022 upto 3:00 PM

DATE OF TENDER :- 15-06-2022 upto 3:00 PM

DATE OF OPENING:- 18-06-2022 from 3:30 PM

Sl.No. 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 8,471.00 8471.25 8471.25 -0.25

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 113.48 360.70 40,932.00 33206.04 7726.19 40932.24 -0.24

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 9,186.00 9185.95 9185.95 0.05

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 74.83 287.30 21,499.00 20929.81 310.28 258.57 21498.66 0.34

4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 0.00 0.00

5 4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) M3 2.01 3998.10 8,036.00 4437.89 3598.29 8036.18 -0.18

6 4.1.6 1:3:6 (1 Cement :3 coarse sand :6 graded stone agregate 40 mm nominal size) M3 2.92 3279.80 9,577.00 9577.02 9577.02 -0.02

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 1,447.00 1446.58 1446.58 0.42

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 1.88 57.16 108.00 107.74 107.74 0.26

10 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 20mm nominal size) M3 23.620 4688.30 110,738.00 80310.58 27192.14 3234.93 110737.65 0.35

12 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 8.330 5670.00 47,231.00 30107.70 17123.40 47231.10 -0.10

13 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 23.876 5335.90 127,398.00 120128.05 7270.16 127398.21 -0.21

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

14 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. M2 20.90 211.60 4,422.00 4422.44 4422.44 -0.44

15 5.9.3 Suspended floors, roots, landings, balcnies and access platform. M2 88.84 437.50 38,868.00 38867.50 38867.50 0.50

17 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. M2 174.04 404.70 70,432.00 56682.28 13749.68 70431.96 0.04

18 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts M2 151.90 494.40 75,099.00 51605.47 23493.89 75099.36 -0.36

19 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 3.91 224.20 877.00 876.62 876.62 0.38

20 5.9.16.1 Edges of slabs and breaks in floors and walls Under 20 cms wide M 44.55 130.20 5,800.00 5800.41 5800.41 -0.41

21 5.9.19 Weather shade,Chajjas, corbels etc. including edges M2 24.22 550.90 13,343.00 13342.80 13342.80 0.20

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

22 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg. 3132.34 94.50 296,006.00 234102.96 61902.96 296005.92 0.08

23 5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg. 1010.53 92.60 93,575.00 47790.86 42589.91 3194.70 93575.47 -0.47

24 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg. 2020.65 90.80 183,475.00 126527.08 56948.22 183475.29 -0.29

25 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. kg. 774.15 91.70 70,990.00 70989.55 70989.55 0.45

26 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) M3 4.350 5017.90 21,828.00 21827.87 21827.87 0.14

26 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 45.84 4819.90 220,963.00 147122.63 51139.14 22701.73 220963.50 -0.50

27 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum M3 30.13 361.46 10,892.00 16442.27 8935.74 25378.01 -14,486.01

28 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 2,120.00 2119.84 2119.84 0.16

29 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 9,433.00 9432.98 9432.98 0.02

30 6.19A Extra for half Brick masonry in superstructure above pinth level upto floor V level. M2 15.68 34.85 546.00 1406.50 1406.50 -860.50

31 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 0.03 95670.70 3,253.00 3252.80 3252.80 0.20

32 9.118.2 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 ofsize 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 of Engineer-incharge. M2 3.09 1846.90 5,707.00 5706.92 5706.92 0.08

33 9.21.1 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 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws M2 2.16 1775.30 3,835.00 3834.65 3834.65 0.35

34 9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws M2 1.87 1589.50 2,972.00 2972.44 2972.44 -0.44

35 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. 763.95 144.50 110,391.00 4291.65 106099.13 110390.78 0.23

36 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 1.00 180.50 181.00 180.50 180.50 0.50

37 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 9.00 95.80 862.00 862.20 862.20 -0.20

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: 0.00 0.00

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: 0.00 0.00

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: 0.00 0.00

43 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 3.00 60.80 182.00 182.40 182.40 -0.40

44 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 6,017.00 6017.02 6017.02 -0.02

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 0.00 0.00

47 10.44 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer_In_charge. M 39.39 101.30 3,990.00 3990.21 3990.21 -0.21

48 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet 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 by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 7.00 165.40 1,158.00 1157.80 1157.80 0.20

49 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 74.00 74.30 74.30 -0.30

50 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 2.00 182.70 365.00 365.40 365.40 -0.40

51 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 367.50 114.60 42,116.00 24066.00 18049.50 42115.50 0.50

52 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 5859.00 5859.00 0.00

53 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 31,705.00 31705.48 31705.48 -0.48

54 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 1,512.00 1511.93 1511.93 0.07

55 11.37 Providing and laying Ceramic glazed floor 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 2,707.00 2706.85 2706.85 0.15

56 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 5,772.00 5771.70 5771.70 0.30

57 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 183.66 283.30 52,031.00 46257.22 4073.85 1699.80 52030.88 0.12

58 11.76 Providing average 150 mm thick dry rammed khoa M2 88.47 388.30 34,353.00 34352.78 34352.78 0.22

59 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 6.00 189.40 1,136.00 1136.00 1136.00 0.00

60 13.11.4 12mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) M2 94.57 141.50 13,382.00 13381.66 13381.66 0.35

61 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 269.96 162.80 43,950.00 15396.00 28554.14 43950.14 -0.14

62 13.13.2 20mm cement plaster of mix: 1:4(1 cement: 4 course sand) M2 234.09 209.90 49,135.00 49135.08 49135.08 -0.08

63 13.24.2 6mm cement plaster to ceiling of mix: 1:4( 1cement: 4 coarse sand) M2 94.94 125.60 11,924.00 11924.10 11924.10 -0.10

64 13.17.1 12 mm cement plaster 1:3( 1 cement: 3·coarse sand)finished with afloating coat of neat cement M2 19.02 203.60 3,872.00 146.59 3725.88 3872.47 -0.47

65 13.70.1 White washing with lime to give an ever shade New work (three or more coats) M2 284.07 18.90 5,369.00 5368.92 5368.92 0.08

66 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 409.48 81.20 33,250.00 19008.11 14241.99 33250.10 -0.10

13.81 Applying priming coat: 0.00 0.00

67 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 39.70 450.00 450.20 450.20 -0.20

68 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanised iron/steel works M2 37.34 34.60 1,292.00 137.02 1154.95 1291.96 0.04

69 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: M2 73.46 84.50 6,207.00 2322.06 3885.31 6207.37 -0.37

70 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 M 60.00 178.30 10,698.00 -15,347.27

SANITARY INSTALLATION 0.00

71 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 8,942.00

72 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 M 5.00 978.30 4,892.00

73 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 1,540.00

74 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 1,342.00

75 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 2.00 392.90 786.00

76 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 M 8.00 257.50 2,060.00

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.

79 12.79.6.2 Shoe (Plain) 110mm Shoe Each 2.00 115.95 232.00

80 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 1,462.00

81 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron Pating 15 em diameter and weighing not less than 440 grams Each 4.00 47.90 192.00

82 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 M 3.00 391.70 1,175.00

83 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 1.00 7,914.70 7,915.00

HAND PUMP (PART-A)

Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested

85 18.42.2 Beyond 6 m and up to 12 m depth M 6.00 416.10 2,497.00

86 18.42.3 Beyond 12 m and up to 18 m depth M 34.00 484.10 16,459.00

Development of tube well in accordance with IS : 2800 (part Iand 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 develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & laboucharges of air compressor, tools & accessories etc., all as perequirement and direction of Engineer-in-charge.

87 24.12 Tubewell casing pipe (100-125mm bore) 150'0" Hrs 3.00 916.80 2,750.00

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. 50 mm nominal size dia

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

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. 100 mm nominal size dia

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore

92 18.45 Providing and placing in position hand pump of approved quality for40 mm diameter G.I. pipe complete with all accessories. Each 1.00 1,084.60 1,085.00

Carraige of material

Difference of cost of material

99 Informatry Sign board Each 1.00 3260.00 3,260.00 3260.00 3260.00

ADD GST @ 5.36% (Difference in GST from 12% to 18%) 138,836.92

100 (i) Brick Per/Thousand 31776.00 512.80 16,295.00

101 (ii) Coarse sand M3 55.66 17.60 980.00

102 (iii) Stone chips M3 56.01 59.50 3,332.00

Total For CIVIL WORKS (A) ₹ 2,750,787.00

104 1.1.2 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor single core cable in surface/ 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 Point 36.00 922.00 33,192.00

105 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

106 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

107 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. M 10.00 42.00 420.00

108 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

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.

109 1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire (Circuit wiiring) M 30.00 201.00 6,030.00

111 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

112 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

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.

113 2.12.1 6 Amp. To 32 Amp. SP MCB240 Volt Each 6.00 237.00 1,422.00

115 3.2 Earthing with G.I earth pipe 4.5 mt. long 40mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. including providing salt and charcoal for pipe earth electrode as required. Set 1.00 6,323.00 6,323.00

116 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. M 5.00 367.00 1,835.00

117 3.15 Providing and fixing 25mmX5mm GI strip on surface for connection etc as required. M 5.00 195.00 975.00

118 3.17 Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing etc as required. M 5.00 144.00 720.00

SUPPLY AND INSTALLATION OF FIXTURE

119 5.2 Supplying and fixing 2'X9 watt LED batten with minimum efficacy 100 lm/w in polycarbonte housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated, copper conductor as required. Each 6.00 492.00 2,952.00

120 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

121 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

122 6.1.7 Supplying and fixing following types lamp in existing electricalfitting/ fixture etc as required. 18watt CFL lamp Each 3.00 239.00 717.00

123 8.15 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

124 8.17.1 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

125 5.1 Supplying and fixing 4'x18 watt LED batten with minimum efficacy 100lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on ceiling / wall including connections with 1.5 sq.mm FRLS PVC insulated, copper conductor as required. Each 7.00 521.00 3,647.00

Total Rs:- 2,854,250.00

J.E. A.E. E. E.

L.A.E.O. Work Division-2 Bagaha L.A.E.O. Work Division-2 L.A.E.O. Work Division-2

J.E. A.E. Executive Engineer

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