Construction of Outdoor Stadium Near Durga Mandir Naugai , Block- Sangrampur, Dist-Munger

Bihar State Building Construction Corporation Limited, Patna

proposed : construction of outdoor stadium near durga mandir naugai , block- sangrampur, dist-munger

Bill of Quantity

Estimated Cost 54,810,902.00

Time of completion

Sl.No. SOR 2022 Particulars Unit Rate (Rs.) Building B'Wall UG Tank RCC Drain S.Tank Volleyball Bench RWH Dev. Cricket Natural ground PHE / Elect. Total Quantity Amount (Rs.)

1 2.8 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 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed.

2 2.27 Extra for every additional lift of 1.5 m or part thereof in 0.00 0.00

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.30 153.55 57.71 3.00 67.28 1.31 3.34 0.68 63.00 349.86 100,516.00

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead cum 123.90 150.78 550.75 16.04 717.57 88,907.00

5 2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered): 0.00 0.00

6 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 E/I. sqm 283.30 223.41 485.09 20.00 448.50 8.75 27.00 3.77 210.00 200.00 1,626.52 460,793.00

7 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0.00 0.00

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 3,998.10 19.93 28.85 2.00 33.64 1.09 2.03 0.38 31.50 30.00 149.42 597,401.00

8 4.12 Extra for providing and mixing water prooding material in cement concrete work in the roportion recommended by themanufacturers. kg 57.16 200.00 200.00 11,432.00

9 5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete 0.00 0.00

10 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00 0.00

5.33A.2.1 Walls columns, pillars, posts cind struts cum 5,293.50 11.34 39.91 3.04 54.29 287,371.00

11 5.33A.2 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete All works above plinth level upto floor V level 0.00 0.00

5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 5,677.20 31.19 40.19 71.38 405,223.00

12 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels. 0.00 0.00

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. cum 164.50 95.22 225.69 23.27 128.70 1.37 6.08 480.33 79,014.00

13 5.22 Providing Reinforcement for R.C.C. work etc. all complete job as per direction of E/I 0.00 0.00

14 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 4,923.00 19.30 19.30 95,034.00

15 6.1A Brick work with 100A bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : 0.00 0.00

(i) 6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 4,819.90 6.60 5.65 12.25 59,053.00

16 6.14C+6.3C Brick work with fly ash brick in C.M. (1:6) in superstructure m3 5,765.20 51.27 205.58 9.16 9.11 275.12 1,586,125.00

17 6.1.12c Cement mortar 1 : 4 (1 cement: 4 coarse sand ) cum 5,116.30 1.00 1.00 5,116.00

18 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00 0.00

A 5.9.1 Centering and shuttering in foundation sqm 211.60 61.07 319.14 7.20 175.50 2.10 15.53 4.52 585.05 123,797.00

B 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. sqm 375.10 135.00 936.00 1,071.00 401,732.00

C 5.9.3 Centering and shuttering in Roof slab sqm 437.50 107.33 25.06 6.00 62.10 4.52 205.01 89,691.00

D 5.9.5 Centering in Lintel beam , plinth beam etc. sqm 404.70 273.75 494.21 13.30 781.26 316,177.00

E 5.9.6 Centering and shuttering in column sqm 494.40 204.33 779.16 12.00 995.49 492,170.00

F 5.9.16 Edges of slabs and breaks in floors and walis 0.00 0.00

G 5.9.19 Centering and shuttering inChajja sqm 550.90 10.13 10.13 5,582.00

19 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand) sqm 141.50 634.24 2768.94 41.11 103.28 3,547.57 501,981.00

20 13.18 Providing and laying 15mm thick C.P. (1:4) with punning with water proofing materials all complete job M2 229.30 50.64 92.18 142.82 32,749.00

21 13.24.2 Providing 6mm thick C.P. (1:4) in ceiling etc. all complete job as per direction of E/I sqm 125.60 106.97 32.96 139.93 17,576.00

22 13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement qm 203.60 45.90 45.90 9,345.00

23 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0.00 0.00

24 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 0.00 0.00

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 2,845.60 15.12 15.12 43,025.00

25 9.48 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. 0.00 0.00

9.48.1 Fixed to steel windows by welding KG 144.50 436.50 2403.00 202.50 3,042.00 439,569.00

26 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. sqm 6,303.40 5.04 5.04 31,769.00

27 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 screws or 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 necessary hinges or pivots as required. sqm 3,038.90 17.46 2.03 19.49 59,213.00

28 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

10.13B Steel windows sqm 396.70 9.90 9.90 3,927.00

10.13C Steel ventilators sqm 405.30 7.56 7.56 3,064.00

29 10.15 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-incharge: 10.15 0.00 0.00

10.15.2.1 Fixing with adjustable lugs with split end tail to each jamb M 432.60 46.20 46.20 19,986.00

30 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge kg 1,213.20 867.00 867.00 1,051,844.00

31 22.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, 0.00 0.00

32 26.88 Providing and fixing factory made single extruded WPC {Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers {wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm', modulus of elasticity 850 N/mm' and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design 0.00 0.00

33 10.4 Providing and fixing 1 mm thick M.S.sheet sliding - shutters with frame and diagonal braces of 40x40x6 mm angle iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top bottem respectively including applying a priming coat of approved steel primer. kg 4,279.90 14.40 14.40 61,631.00

34 11.3 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. 0.00 0.00

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 289.10 9.36 9.36 2,706.00

35 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand)

36 8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 0.00 0.00

37 11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 ement: 4 coarse sand ) 0.00 0.00

38 11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm mtr 1,334.90 23.88 23.88 31,884.00

39 11.40 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 13755 of NITCO , ORIENT , SOMANY , KAJARIA or equivalent make in colours except white , Ivory , Grey , Fume , Red , Brown , laid on 20 mm thick cement motar 1:4 (1 cement: 4 Coarse sand) including grouting the joints with white cement and matching pigments etc, complete. sqm 1,414.00 32.38 32.38 45,779.00

40 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 any size as approved by Engineer-in-charge in skirting , risers of and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. sqm 795.00 167.37 167.37 133,059.00

41 13.77 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . 0.00 0.00

13.77.2 Two or more coats on new work M2 102.30 741.21 74.07 815.28 83,403.00

42 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. m2 105.40 741.21 741.21 78,124.00

43 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0.00 0.00

13.46.1 New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) M2 137.00 301.68 2768.94 49.37 103.28 3,223.27 441,588.00

44 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: 0.00 0.00

13.82.1 New steel work (two or more coats) sqm 83.50 90.00 300.38 239.04 629.42 52,557.00

45 4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. SQM 436.60 47.60 47.60 20,782.00

46 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 by means of 3.3 mm dia round headed screws, one ;pcf at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. Nos 165.40 8.00 8.00 1,323.00

47 10.29 Providing and fixing bright finished brass peg stays to steel ventilators with necessary welding and machine screws etc. complete. Nos 182.70 23.00 23.00 4,202.00

48 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

49 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

50 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

51 9.101 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. 0.00 0.00

9.101.2 Twin rubber stopper Nos 60.80 14.00 14.00 851.00

52 22.8.1 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. 0.00 0.00

22.8.1 With average thickness of 120 mm and minimum thickness at khurras point to be 65 sqm 850.70 134.68 11.46 146.14 124,323.00

53 11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 0.00 0.00

11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. sqm 956.40 914.77 914.77 874,886.00

54 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.). kg 546.80 472.50 472.50 258,363.00

55 2.29 Surface dressing of the ground including removing vegetation andinequalities not exceeding 15 cm deep and disposal of rubbish, leadupto 50 m and lift upto 1.5 m 0.00 0.00

56 16.1 Preparation and consolidation of sub grade with power road roller of8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres. sqm 90.70 286.00 286.00 25,940.00

57 16.2 Extra for compaction of earth work in embankment under optimummoisture conditions to give at least 95% of the maximum dry density(proctor density). cum 11.50 42.90 42.90 493.00

58 16.78.1 Construction of granular sub-base by providing close gradedMaterial conforming to specifications, mixing in a mechanical mixplant at OMC, carriage of mixed material by tippers to work site, forall leads & lifts, spreading in uniform layers of specified thicknesswith motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75mm to 0.075 mm) having CBR Value-30 cum 1,310.40 42.90 42.90 56,216.00

59 16.79 Providing, laying, spreading and compacting graded stoneaggregate (size range 53 mm to 0.075 mm ) to wet mix macadam(WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanicalpaverfinisher in sub- base / base course on well prepared surfaceand compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications anddirections of Engineer-in-Charge. cum 1,251.50 42.90 42.90 53,689.00

60 16.31.1 Providing and applying tack coat using bitumen emulsionconforming to IS: 8887, using emulsion pressure distributer includingpreparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion 0.00 0.00

16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 19.20 286.00 286.00 5,491.00

61 16.55.2 Providing and laying bituminous macadam using crushed stoneaggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled,vibratory and tandem rollers as per specifications to achieve thedesired compaction and density, complete as per specificatons anddirections of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. CUM 5,714.20 11.44 11.44 65,370.00

62 16.57.5 40/50 mm compacted thickness with bitumen ofgrade VG-30 @ 5.5% (percentage by weight of totalmix) and lime filler @ 3% (percentage by weight ofAggregate) prepared in drum Type Hot Mix Plant of60-90 TPH capacity. CUM 8,653.10 11.44 11.44 98,991.00

63 AR BCD Providing and fixing Turf for ground Pile yarn type: uv-resistant polyethylene Yarn denier: 18000 dtex; Yarn withdrawal force: 32 n Pile yarn height: 50 mm ; gauge: 5/8 inches Density: 8820 s/sqm ; pile yarn weight: 1250 (±5%) gram/sqm First backing: 3 layers composite Second backing: latex Total weight: 3300 (±10%) gram Water Permeability: Pass Total depth of infill material: 40 mm Silica sand infill: 2500 gram/sqft SBR rubber infill: 500 gram/sqft Installation of grass work is including seam tape adhesive work and cricket pitch. SQM 2,413.10 286.00 690,147.00

64 16.40 Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. sqm 53.40 286.00 286.00 15,272.00

66 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding 300 mm dia piles for vertival post sqm 902.60 42.00 42.00 37,909.00

67 1 Derive rate (2.25A + carriage) 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. cum 731.66 2830.22 2,830.22 2,070,758.00

Cricket Pitch 0.00 0.00

68 AR Fencing Proiding and fixing of Nylon Fencing with Nylong Net of Mesh size 50 mm x 50 mm, 2.5 mm Thick. (35 mm x 35mm x 2.5 mm for west region) For Crickt netting mesh size will be 40mm x 40mm x 2.5mm (side netting 35mm x 35mm x 2.5mm, top roofing with 40mm x 40mm x 1.5mm) UV Resistant (Garware make) Fencing to be erected over th abricated structure of MS pole of 48.3mm OD with thickness 2mm Standard finish height of 12 feet The vertical pole should be grouted inside earth up to 2 feet, alternatively it can be erected over the base plate and anchor fastner as approved. Vertical pole to pole distance should be 12 feet Top centre & bottom horizondal pipe support Finish of primer & enamel painted (Buss Green colour) sqft 130.00 5160.62 5,160.62 670,881.00

69 5.15 Supplying and fixing following types LED flood light with minimum efficiency 100 lm/w in die cast aluminium housing, toughened glass, IP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required with anti glare technology.

70 AR Coppet armoured 3 core 2.5 sq mm cable Nos 300.00 200.00 200.00 60,000.00

71 Turf Supplying & Installation of turf having pile height of 13mm should have following specification Composition-PE structural Monofilament curl, Dtex PEB8000 Tape thickness 130mm±14m, Tape width 0.8-1.0mm Pile height 13mm+1mm, Gauge 3/16 inch, Stitches per 10 cm 34±1, Stitches per m2 71400±100, total yarn weight 1860 g/sqm±10% Primary backing "PP+Polyster fiber short staple+, Mesh scrim inlay" Secondary backing backing Latex, Total carpet weight 3100 g/sqm±10% Installation of turf should be done using a seam tape & suitable PU adhesive. Adhesive TDS should match the following basic properties; Colour & Form:Grass-green paste, Characteristics: 2 component polyurethane reaction adhesive for outdoor use. Full pasting to be done Specific gravity:1480 g/litre viscosity: Thixotropic, Solids 100% Application Natched trowel or by suitable machine for applying to seaming tape. Silica sand infilling to be done as stability infill, bounce and prevent electro static. sqft 171.00 2150.00 2,150.00 367,650.00

Natural Ground 0.00 0.00

72 AR patliputra sports complex Excavation of top soil and add filling of good earth mixed with organic material incl. Compaction, slope upto 4 inch thickness. sqm 239.85 7140.00 7,140.00 1,712,529.00

73 AR patliputra sports complex Grassing with specialized barmuda grass by seeding method. sqm 87.11 7140.00 7,140.00 621,965.00

74 AR patliputra sports complex Irrigation and maintenance of the grass for 6 month including watering, fertilizing and pesticide. (with exisitng equipments) sqm 205.59 7140.00 7,140.00 1,467,913.00

75 AR patliputra sports complex Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge sqm 10.35 7140.00 7,140.00 73,899.00

75 AR patliputra sports complex Supplying and stacking 200mm thick layer of washed river sand as per FIFA specifications suitable for high performance Football outfield including mixing of organic inclusions such as coco peat, neem cake, etc. as per the design. cum 5,276.69 1428.00 1,428.00 7,535,113.00

77 AR patliputra sports complex Providing and laying of 100mm dia perforated pvc sub soil drainage pipes 6 kg/cm2 pressure perforation at 50% area of pipe . Whole pipe covered with geotextile material of 140-180 gsm as per design and drawing. Incl. filling of 20-40mm size aggregate bed and wrapping of geo textile arround the pipe with all fitting for the pipe complete all as per direction of engineer-in-charge. m. 3,083.78 1483.00 1,483.00 4,573,246.00

78 AR patliputra sports complex Supply and installation of Computerized pop up sprinkler system at football field perimeter incl. control panel, Electric connection, booster pump, pipeline network etc. water supplt connection from exisitng reserve feed water tank. All Work complete all as per direction of engineer-in-charge. No of Pop up Sprinkler - 6 nos job 3,310,275.00 1.00 1.00 3,310,275.00

79 16.3 Supplying and stacking at site. 0.00 0.00

16.3.3 53 mm to 22.4 mm size stone aggregate cum 883.70 499.80 499.80 441,673.00

82 16.4 Laying, spreading and compacting stone aggregate of specifiedsizes to WBM specifications in uniform thickness, hand pickingrolling with 3 wheeled road / vibratory roller 8-10 tonne capacity instages to proper grade type of screening / binding material to fill up interstices of coarseand camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarseaggregate, watering and compacting to the required density cum 487.00 714.00 714.00 347,718.00

83 AR Munshi Singh College Motihari Providing Geotextile filter etc as per the direction of Engineer -in - charge all complete. sqm 141.32 7140.00 7,140.00 1,009,025.00

82 AR Movable Football Goal Post Set Set 191,880.00 1.00 1.00 191,880.00

83 AR Stadium Providing and Supply Grass Cutter (Honda, Petrol Lawn mover) Nos 120,610.00 1.00 1.00 120,610.00

84 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete. kg 94.80 5746.50 5,746.50 544,768.00

85 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Made of G.I. wire of dia 4 mm sqm 687.20 830.40 830.40 570,651.00

86 20.2.1 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap 300 mm dia piles mtr 902.60 270.00 270.00 243,702.00

90 ## Carriage of material 0.00 0.00

91 ## Extra cost of Materal 0.00 0.00

PHE Work 0.00 0.00

92 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 0.00 0.00

17.1.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. Each 4,470.90 3.00 3.00 13,413.00

93 17.3 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 : 0.00 0.00

17.3.1 White Vitreous china Orissa pattern W.C pan of size 580x440mm with integral type foot rests. Each 5,504.30 2.00 2.00 11,009.00

94 17.4 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 andfloors wherever required etc all complete jobs. 0.00 0.00

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 3,723.20 2.00 2.00 7,446.00

95 17.7 Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 0.00 0.00

17.7.1 White Vitreous China Wash basin size 630x450 mm with a Each 2,764.40 7.00 7.00 19,351.00

96 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Each 1,500.00 7.00 7.00 10,500.00

97 17.31 Providing and fixing 600x450mm beveled edge 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. Each 1,068.50 7.00 7.00 7,480.00

98 17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing 0.00 0.00

17.32.4 Rectangular shape 1500x450 mm Each 1,515.20 4.00 4.00 6,061.00

99 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 0.00 0.00

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms Each 424.00 13.00 13.00 5,512.00

100 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 146.30 7.00 7.00 1,024.00

101 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. Each 96.80 8.00 8.00 774.00

102 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 0.00 0.00

18.75.3 25mm nominal bore, weighing not less than 62 gms Each 100.60 2.00 2.00 201.00

103 18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. Nos 108.00 9.00 9.00 972.00

104 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. lit 9.70 1000.00 1,000.00 9,700.00

Water Supply 0.00 0.00

105 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 0.00 0.00

Internal work-Exposed on wall 0.00 0.00

18.7.1 15 mm dia nominal bore Metre 172.00 75.00 75.00 12,900.00

18.7.3 25 mm dia nominal bore Metre 317.30 100.00 100.00 31,730.00

18.7.4 32 mm dia nominal bore Metre 395.20 80.00 80.00 31,616.00

106 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 0.00 0.00

18.9.3 25 mm nominal outer dia Pipes Metre 294.70 50.00 50.00 14,735.00

18.9.4 32 mm nominal outer dia Pipes Metre 359.10 25.00 25.00 8,978.00

107 18.16 Providing and fixing brass stop cock of approved quality. 0.00 0.00

108 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 0.00 0.00

109 18.33 Constructing masonry Chamber 60x60x75cm 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, 160mm bottom diameter and 180mm 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 necesary excavation, foundation concrete 1:5:10( 1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3( 1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: 0.00 0.00

18.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 7,210.60 5.00 5.00 36,053.00

110 18.49 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 0.00 0.00

111 18.50 Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 0.00 0.00

18.50.1 15mm nominal bore Each 715.10 7.00 7.00 5,006.00

112 18.52 Providing and fixing C.P. stop cock (concealed) of standard design and of approved quality conforming to IS : 8931 0.00 0.00

113 18.53 Providing and fixing C.P. brass,angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 0.00 0.00

Roof Drainage 0.00 0.00

114 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00 0.00

115 12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 0.00 0.00

12.79.2.2 110 mm Single pushfit Coupler Each 374.60 12.00 12.00 4,495.00

12.79.3.2 110 mm Single tee with door Each 193.40 16.00 12.00 28.00 5,415.00

116 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete 0.00 0.00

117 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Each 47.90 16.00 19.00 35.00 1,677.00

118 18.37 Constructing masonry Chamber 60x45x50 cm inside, in brick work in 0.00 0.00

18.37.1 18.37.1 With common burnt clay F.P.S.(non modular) bricks of class Each 6,849.90 4.00 4.00 27,400.00

119 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 0.00 0.00

120 19.32 Making soak pit 2.5m diameter 3.0 metre deep with 45x45cm dry brick honey comb shaft with bricks of class designation 75 and S.W drain pipe 100 mm diameter, 1.8m long complete as per standard design. 0.00 0.00

121 19.60 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 : 0.00 0.00

Surface Drain 0.00 0.00

122 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 0.00 0.00

Tube Well 0.00 0.00

123 24.1 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 etc all complete jobs. 0.00 0.00

124 24.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 0.00 0.00

125 24.3 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 -incharge. 0.00 0.00

24.3.3 200 mm nominal size dia having minimum wall metre 940.80 60.00 60.00 56,448.00

24.3.2 150 mm nominal size dia having minimum wall metre 660.10 26.00 26.00 17,163.00

24.3.1 100 mm nominal size dia having minimum wall metre 546.10 160.00 160.00 87,376.00

126 24.4 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-incharge. 0.00 0.00

24.4.1 100 mm nominal size dia metre 573.10 60.00 60.00 34,386.00

127 24.13 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: 0.00 0.00

128 24.14 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. 0.00 0.00

129 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 0.00 0.00

130 24.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 1,188.90 10.00 10.00 11,889.00

131 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. Cum 1,195.60 6.00 6.00 7,174.00

132 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. Cum 1,195.60 4.00 4.00 4,782.00

133 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. Cum 1,343.20 4.00 20.00 24.00 32,237.00

134 24.9 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Nos 1,213.20 2.00 2.00 2,426.00

135 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 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 & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour 916.80 24.00 24.00 22,003.00

136 AR S/F/F 1 H.P. Cromption or any other apprioved make Motor and ISI make automatic starter mounted on a common wooden board etc. all complete job. Each 19,980.00 2.00 2.00 39,960.00

ELECTRICAL WORK 0.00 0.00

1 1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required. 0.00 0.00

2 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 0.00 0.00 0.00 0.00

3 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. 0.00 0.00 0.00 0.00

4 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. Each 358.00 2.00 2.00 716.00

5 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. Each 34.00 10.00 10.00 340.00

6 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 414.00 15.00 15.00 6,210.00

7 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 80.00 13.00 13.00 1,040.00

8 1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 351.00 0.00 0.00 0.00

SWITCHEARS & DB'S 0.00 0.00 0.00

9 2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00 0.00 0.00 0.00

10 2.5 Providing and fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body etc. as required. 0.00 0.00 0.00 0.00

11 2.7 Providing and fixing following capacity four pole ON-load/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 0.00 0.00 0.00 0.00

12 2.10 Supplying and fixing following ways, surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amp tinned copper bus bar, common neutral link, earth bar, din bar, for mounting MCB's (but without MCB's and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 0.00 0.00 0.00 0.00

2.10.1 4 way ( 4 + 12 ), Double door, Vertical type Each 7,857.00 2.00 2.00 15,714.00

13 2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00 0.00 0.00 0.00

14 2.13 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 0.00 0.00 0.00 0.00

15 2.14 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 13.00 10.00 10.00 130.00

16 2.20 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 0.00 1.00 1.00 0.00

CHEMICAL EARTHING 0.00 0.00 0.00

17 3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for earth electrode to fill up the excavated earth and earth inspection pit etc. as required. Set 16,675.00 2.00 2.00 33,350.00

18 3.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. Metre 1,180.00 50.00 50.00 59,000.00

LIGHTNING CONDUCTOR 0.00 0.00 0.00

19 4.1 Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong on top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required. Each 1,056.00 2.00 2.00 2,112.00

20 4.3 Fixing of lightning conductor finial (single prong) with base plate including holes etc. as required. Each 224.00 2.00 2.00 448.00

21 4.5 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run) Metre 516.00 15.00 15.00 7,740.00

22 4.6 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run) Metre 559.00 15.00 15.00 8,385.00

LED LUMINAIRES 0.00 0.00 0.00

23 5.4 Supplying and fixing replaceable compact commercial batten suitable for Single T8 LED tube complete with 20 watt LED polycarbonate T8 tube with built in driver etc. directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. Each 834.00 2.00 2.00 1,668.00

24 5.8 Supplying and fixing surface mounted following types LED downlighter with minimum efficacy 100 lm/w in pressure die-cast aluminium housing and integrated electronic driver etc directly on ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor cable etc as required. 0.00 0.00 0.00 0.00

STREET LIGHT 0.00 0.00 0.00 0.00

25 AR 200 TRACK Supply and fixing of TLL 50 WATT all in one street light along with MONo Crystalline 50 Wp solar panel and 308 wh Lithium battery aluminium housing , LED rating -50000Hr@LM70, Efficacy Lumen /watt> 130,CRI->70, charge controller. Type MPPT, SENSOR Type -PIR Dusk to down Operation,TLL-jupitor-AIO50 MAKE:-PHILIPS/BAJAJ/WIPRO or EQVT only. Each 75,377.00 9.00 9.00 678,393.00

8.3 Providing and making steel pole collar with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm ) of specified size and shapeincluding form work, plastering if required, curing etc. as required. (volume of pole/pipe not to be deducted) Each 7,501.00 9.00 9.00 67,509.00

LIGHTING POLE 0.00 0.00 0.00

26 8.1 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required. 0.00 0.00 0.00 0.00

8.1.1 Above 4.5 metre and upto 6.5 metre Each 3,771.00 9.00 9.00 33,939.00

27 8.22 Supply and erection of 6 metre height Hot-dip galvanized octagonal street light pole with following arm with top dia 70 mm and bottom dia A/F 130 mm, made of 3 mm thick sheet along with base plate of size 220 X 220 X 12 mm , small door opening for junction box mounting including 6A 'C' series SP MCB, connector, and suitable size foundation bolts with template as required.(but without pole foundation) 0.00 0.00 0.00

LED LAMP 0.00 0.00 0.00

CHAPTER 7 - MV/HT CABLE LAYING 0.00 0.00 0.00

29 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 2,482.00 2.00 2.00 4,964.00

30 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage, connection, testing and commissioning etc as required. 0.00 0.00 0.00 0.00

LT CABLE 0.00 0.00 0.00

31 7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 0.00 0.00 0.00

32 Gym build ABC Powder Type (Stored Pressure) Fire Extinguisher, 4 kg. Capacity, ISI mark (IS:15683), squeeze grip valve, operating temperature (+5) degree Celcuis to (+55) dgree Celcuis for Class 3A Type of Fire Filled with MAP ABC Powder, Complete in all respect Each 2,295.00 2.00 2.00 4,590.00

33 Gym build CO2 Type Fire Extinguisher, 4.5 Kg Capacity, ISI Mark (IS:15683) squeeze grip valve, operating temperature (-30) deg Cel to (55) deg cel. For Class 13B type of Fire Fitted with 1 Mt. Hose & PVC Horn, Complete in all respect. Each 5,595.00 2.00 2.00 11,190.00

34 Gym build SITC of 15 LPH RO+UV water purifier. Make-Usha/Kent/Voltas/Aquaguard/Bluestar/ Climatrol Each 19,943.00 1.00 1.00 19,943.00

35 Gym build SITC of Water Cooler of 40 Ltrs Capacity with Powerful Fan, CFD Technology, Tap & Uniform cooling and Drain System. Make-Usha/Kent/Voltas/Aquaguard/Bluestar/ Climatrol Each 41,294.00 1.00 1.00 41,294.00