Construction work of Female and Male Wards, Doctor and Staff Rooms at Primary Health Center, Daudnagar.

BILL OF QUANTITY

प्राथमिक स्वास्थ्य केंद्र दाऊदनगर मे महिला एवं पुरुष वार्ड का निर्माण चिकित्सक एवं कर्मी कक्ष का निर्माण कार्य ।

1 Amount of BOQ :

2 Deposit of E/M :

3 Cost of BOQ :

4 Time of Completion :

5 Date of Receiving Tender :

Sl No. SOR-22 Items Of Works Units Qty. Rate Amount

1 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 115.603 360.70 41,698.00

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

All kinds of soil m³ 28.002 49.40 1,383.00

3 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming consolidating and dressing complete job. m³ 161.649 287.30 46,442.00

4 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royaltiy all complete as per building m² 344.953 283.30 97,725.00

5 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) m³ 25.928 3998.10 103,664.00

6 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement:Concrete of M-25 grade with minimum cement content of 330 kg/cum m³ 43.071 5063.40 218,086.00

7 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 59.535 123.90 7,376.00

8 5.1.1 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 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) m³ 1.440 5961.90 8,585.00

9 5.33.2.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement:Concrete of M-25 grade with minimum cement content of 330 kg/cum 0.000 0.00

All works above plinth level upto floor V level m³ 73.646 5863.20 431,803.00

10 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in m³ 26.427 4923.00 130,100.00

11 6.1.12C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse sand ) m³ 9.750 5116.30 49,884.00

12 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

13 5.9 Centring and shuttering including strutting,propping etc. and removal of form for. 0.00

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. m² 29.820 211.60 6,310.00

B 5.9.3 Suspended floors, roofs, landings, balconies and access platform. m² 291.800 437.50 127,663.00

C 5.9.5 Lintels, beams, plinth bands, griders, bressumers and cantilevers. m² 333.869 404.70 135,117.00

D 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts m² 185.060 494.40 91,494.00

E 5.9.19 Weather shade,Chajjas, corbels etc. including edges m² 11.543 550.90 6,359.00

F 15.9.16 Edges of slabs and breaks in floors and walis- 0.00

14 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) : m³ 53.745 4923.00 264,585.00

15 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum m³ 53.745 842.20 45,264.00

15 13.11.4 Providing 12mm Cement plaster of mix:1:6(1 cement: 6 coarse sand) m² 697.143 141.50 98,646.00

16 13.24.2 6 mm cement plaster to ceiling of mix :1:4(1 cement: 4 coarse sand) m² 281.080 125.60 35,304.00

17 13.17.1 Providing 12 mm thick plaster (1:3) with a floating coat of neat cement m² 47.480 203.60 9,667.00

18 13.12.2 15 mm cement plaster on rough side of single or half brick wall of mix.1:4(1 cement: 4 coarse sand) m² 299.017 176.40 52,747.00

19 13.18 Providing 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. m² 40.860 229.30 9,369.00

20 9.21.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 0.00

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws m² 30.918 1641.50 50,752.00

21 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. kg 291.900 101.30 29,569.00

22 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 0.00

Fixed to steel windows by welding kg 559.440 144.50 80,839.00

23 11.41.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. m² 251.193 1638.80 411,654.00

24 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. m² 11.205 1191.80 13,354.00

25 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. m² 18.345 686.80 12,599.00

26 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 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 80.875 795.00 64,296.00

27 13.80A.1 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. m² 1277.241 81.10 103,584.00

28 13.46A.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) m² 299.017 132.50 39,620.00

29 13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work m² 978.223 86.40 84,519.00

30 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 34.970 83.50 2,920.00

31 13.81.1 Applying priming coat:With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 0.000 0.00

New wood work (two or more coats) m² 30.918 39.70 1,227.00

32 13.82.2 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New wood work (two or more coats) m² 74.204 83.50 6,196.00

33 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 0.000 0.00

a 21.1.1 For fixed portion 0.000 0.00

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) kg 139.860 386.10 54,000.00

b 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 0.000 0.00

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) kg 104.895 447.20 46,909.00

34 21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness(weight not less than 10kg/sqm) m² 34.965 809.30 28,297.00

35 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), each 17.000 111.40 1,894.00

36 9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. each 1.000 979.50 980.00

37 9.96 Providing and fixing aluminium sliding door bolts, ISI marked 0.000 0.00

38 9.100 Providing and fixing aluminium handles, ISI marked 0.000 0.00

39 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, 0.000 0.00

9.101.2 Twin rubber stopper each 34.000 60.80 2,067.00

40 14.28 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete 0.000 0.00

41 10.33.1 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer kg 62.551 121.90 7,625.00

42 10.18 Providing and fixing circular / hexagonal cast iron box for ceiling fan clamp 140 mm internal dia, Each 60.000 165.40 9,924.00

43 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) Each 10.000 189.40 1,894.00

44 4.17 Providing plinth protection 750 mm wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete m² 54.825 436.60 23,937.00

45 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

46 18.33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 5.000 7210.60 36,053.00

47 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. 0.000 0.00

48 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: 4coarse sand and making good the wall etc complete

49 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 10mm gap for therma expansion.(SW)

12.79.2.1 Single pushfit coupler

12.79.3 Single tee with door

12.79.6 Shoe plain

50 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.

51 Carriage of Materials

Sanitary Fixing

52 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 4.000 4470.90 17,884.00

53 17.3.2 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked black solid plastic seat and lid Each 2.000 5390.60 10,781.00

54 17.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 6.000 2369.90 14,219.00

55 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. each 14.000 131.60 1,842.00

56 17.10.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board:610x510 mm bowl depth 200 mm each 5.000 3786.60 18,933.00

57 17.40.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 2.000 3723.20 7,446.00

58 17.28 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete. 0.000

17.28.2 Flexible pipe 0.000

59 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 : 0.000

17.32.2 Rectangular shape 453x357 mm Each 6.000 857.00 5,142.00

60 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P Brass brackets and guard rails complete fixed with 40mm long screws, rawl plugs etc.complete. Each 6.000 713.30 4,280.00

61 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangem ent of approved quality and colour. 0.000

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 less than 190 gms Each 6.000 424.00 2,544.00

17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 0.000

62 17.70.1 Bottle t rap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 6.000 325.10 1,951.00

63 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 6.000 146.30 878.00

64 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. 0.000

65 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: 4coarse sand and making good the wall etc complete 0.000

66 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 10mm gap for therma expansion.(SW) 0.000

12.79.2.1 Single pushfit coupler 0.000

67 12.79.3 Single tee with door 0.000

69 12.79.6 Shoe plain 0.000

Internal Water Supply 0.000

70 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 0.000

Concealed work including cutting chases and making good the walls etc. 0.000

18.8.1 15mm nominal outer dia pipes metre 40.000 278.20 11,128.00

18.8.2 20mm nominal outer dia pipes metre 100.000 350.80 35,080.00

18.8.3 25mm nominal outer dia pipes metre 150.000 463.10 69,465.00

71 18.16 Providing and fixing brass stop cock of approved quality : 0.000

72 18.17 Providing & fixing gun metal gate valve with C.I. wheel of approved quality, (screwed end) : 0.000

External Work 0.000

73 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. 0.000

18.9.3 25 mm nominal outer dia Pipes m 100.000 294.70 29,470.00

74 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end). 0.000

18.19.1 25 mm nominal bore 0.000

18.19.2 32 mm nominal bore 0.000

75 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions: 0.000

18.21.2.1 15 mm nominal bore Each 12.000 85.20 1,022.00

76 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931 Each 12.000 434.20 5,210.00

77 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 0.000

18.52.1 15 mm nominal bore Each 12.000 594.80 7,138.00

78 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS :8931 0.000

18.53.1 15 mm nominal bore Each 10.000 500.40 5,004.00

79 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 0.000

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : Each 2.000 7,914.70 15,829.00

80 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 0.000

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.000 33,603.40 33,603.00

81 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. 0.000 0.00

24.1.1.1 All types of soil:- 300 mm dia m 35.060 486.80 17,067.00

24.1.2.1 Rocky strata including Boulders:- 300 mm dia m 42.680 1118.60 47,742.00

82 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 0.000 0.00

150 mm nominal size dia m 35.060 660.10 23,143.00

83 24.4.1 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. 0.000 0.00

100 mm nominal size dia m 42.680 573.10 24,460.00

84 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. m³ 4.770 1343.20 6,407.00

85 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.000 0.00

86 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. Hours 5.000 916.80 4,584.00

87 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 0.000 0.00

88 24.15.2 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.000 0.00

89 24.15.2 NON RETURN VALVE 40MM 0.000 0.00

90 24.15.2 NON RETURN VALVE 25MM 0.000 0.00

91 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. 0.000 0.00

18.9.4 25mm nominal outer dia pipes m 40.000 294.70 11,788.00

93 A/R Supplying 2 HP submerssiable Motor with complete sets 0.000 0.00

(Rates Approved by S.E.,B.C.D Gaya Circle on dated 07/09/2016) Set 1.000 26000.00 26,000.00 218085.7014

94 24.15.2 SUBMERSIBLE CABLE WIRE 0.000 0.00

95 OLO5 Providing Plumber for fitting fixing and testing etc all complete job as per direction of E/I. 0.000 0.00

96 Carriage of Materials 0.000 0.00

(A) Applying Corrcetion Factor 0.982 on Schedule item(SOR) 5,721,551.00

B=Add Extra GST 5.36% of (A) 306,675.00

Total (A+C+D) 6,028,226.00

Executive Engineer

Building Division A'Bad