127 /G/TC/Kanker/ Constrction of High School Buildigng at Navdabari ( Block Narharpur) (Balance work

Balance N.I.T Schedule For Construction of Govt. High School Building at Village Navdabri, Block -Narharpur, Dist. - Kanker

P.A.C. = 59.05 LAKH

S.No. S.O.R. ITEM PARTICULAR OF ITEM MEASUREMENT UNIT RATE UNIT QTY. AMOUNT

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil Cum 185.00 41.040 7593.00

2 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soils Cum 26.50 7.500 199.00

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Cum 2970.00 44.410 131898.00

4 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) Cum 3263.00 37.550 122526.00

5 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Cum 3384.00 200.836 679630.00

6 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 371.00 308.090 114302.00

7 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 4163.00 236.81 985841.00

8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415 kg 54.50 23680.66 1290596.00

9 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139.00 42.62 5925.00

10 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape sqm 356.00 430.68 153323.00

2.1.8 Beams, lintels, cantilevers & walls sqm 202.00 772.74 156094.00

2.1.13 Weather shade, chhajja, Cornices and mouldings sqm 294.00 105.024 30878.00

2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230.00 156.39 35970.00

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235.00 909.128 213646.00

11 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: sqm 393.00 75.14 29532.00

7.2 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry. sqm 62.50 75.14 4697.00

12 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 87.00 173.30 15078.00

13 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 91.50 1295.97 118582.00

14 11.3 providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 107.00 1598.45 171035.00

11.5 Neat Cement punning. sqm 33.00 121.31 4004.00

15 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. sqm 86.00 541.08 46533.00

16 12.9 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

17 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

18 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..

19 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

20 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.3 Vent covel

18.77.5 "P" trap 110mmx110mm long each 227.00 7.00 1589.00

18.77.6 Nahani trap 110x75mm each 90.50 14.00 1267.00

21 8.14 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.

8.14.2 35 mm. thick (single leaf)

8.15 Extra for double leaf shutter instead of single leaf. sqm 1740.00 45.100 78474.00

8.11.3 30mm thick (single leaf) sqm 1514.00 19.07 28872.00

22 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer

9.18.4 Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet. meter 474.00 218.70 103664.00

23 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75.00 884.34 66326.00

24 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames kg 73.50 2173.50 159753.00

25 8.112 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws:

26 8.115 Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws: 0.00

27 8.116 Providing and fixing powder coated M.S. handles with necessary iron 0.00

28 8.119 Providing and fixing powder coated MS hanging door stopper with necessary powder coated MS steel screws complete. Each 15.00 45.00 675.00

29 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer. Kg. 79.50 2244.96 178475.00

30 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer. Sqm. 3330.00 14.40 47952.00

31 9.35 Providing and fixing approved pipe hand rail by welding to iron railing including applying a priming coat of red oxide zinc chromate primer.

32 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint Sqm. 55.00 334.14 18378.00

33 14.51 Providing and applying 2mm thick ready

mix exterior grade putty (manufactured

with cow dung processing) on walls to

make the surface smooth and even Sqm. 101.00 784.76 79261.00

34 14.9 Distempering with acrylic washable distemper to give an even shade.

14.9.1 On new work (Two or more coats) Sqm. 38.00 2978.75 113193.00

35 14.14 Finishing walls with water proofing cement paint to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/ 10 sqm ) Sqm. 41.00 876.49 35937.00

36 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.1.3 White Orissa pattern W.C. pan Each 2899.00 4.00 11596.00

37 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.4.1 White pedestal type Each 2882.00 3.00 8646.00

38 18.13 Providing and fixing white vitreous china urinal basin with waste fittingas per IS : 2556, and other couplings in C.P. brass complete:

18.13.1 Flat back half stall urinal of size 460x380x250mm Each 1776.00 6.00 10656.00

39 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required : Each 2014.00 6.00 12084.00

40 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

41 18.23 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required :

42 19.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c 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.

19.4.1 15 mm nominal outer dia .Pipes. Metre 110.00 10.00 1100.00

19.4.3 25 mm nominal outer dia .Pipes Metre 199.00 35.00 6965.00

43 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m 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.

CONCEALED WORK including cutting chases and making good the walls etc.,

19.5.1 15 mm nominal outer dia .Pipes. Metre 133.00 20.00 2660.00

19.5.3 25 mm nominal outer dia .Pipes. Metre 213.00 60.00 12780.00

44 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:

19.14.4 Piller Cock (400 grams) Each 398.00 9.00 3582.00

45 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:

19.13.3 Stop cock (350 grams) Each 237.00 18.00 4266.00

46 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

19.16.1 25 mm Nominal bore Each 436.00 10.00 4360.00

47 19.42 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 Litre 7.30 2500.00 18250.00

48 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² 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) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Each 4644.00 10.00 46440.00

49 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) point 1502.00 1.00 1502.00

50 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive 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

21.1.1 All types of soil

51 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.

21.3.3 150 mm nominal size dia. Metre 540.00 50.00 27000.00

52 21.11 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 bore well of:

53 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) Litre 18.50 1000.00 18500.00

54 21.10 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 developed, 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 654.00 4.00 2616.00

55 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. Each 1709.00 5.00 8545.00

56 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. Each 644.00 6.00 3864.00

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Balance N.I.T Schedule For Construction of Govt. High School Building at Village Navdabri, Block -Narharpur, Dist. - Kanker

P.A.C. - 59.05 Lakh

SERIAL No. Department SOR Year Item code Description UOM Rate Quantity Amount Rs. Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 P.W.D Building 2015 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil Cum 185.00 41.040 7593.00 0 0 N

2 P.W.D Building 2015 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soils Cum 26.50 7.500 199.00 0 0 N

3 P.W.D Building 2015 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Cum 2970.00 44.410 131898.00 0 0 N

4 P.W.D Building 2015 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) Cum 3263.00 37.550 122526.00 0 0 N

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Cum 3384.00 200.836 679630.00 0 0 N

5 P.W.D Building 2015 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 371.00 308.090 114302.00 0 0 N

6 P.W.D Building 2015 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 4163.00 236.81 985841.00 0 0 N

7 P.W.D Building 2015 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415 kg 54.50 23680.66 1290596.00 0 0 N

8 P.W.D Building 2015 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139.00 42.62 5925.00 0 0 N

9 P.W.D Building 2015 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape sqm 356.00 430.68 153323.00 0 0 N

2.1.8 Beams, lintels, cantilevers & walls sqm 202.00 772.74 156094.00 0 0 N

2.1.13 Weather shade, chhajja, Cornices and mouldings sqm 294.00 105.024 30878.00 0 0 N

2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230.00 156.39 35970.00 0 0 N

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235.00 909.128 213646.00 0 0 N

11 P.W.D Building 2015 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:

7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)

P.W.D Building 2015 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: sqm 393.00 75.14 29532.00 0 0 N

P.W.D Building 2015 7.2 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry. sqm 62.50 75.14 4697.00 0 0 N

12 P.W.D Building 2015 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 87.00 173.30 15078.00 0 0 N

13 P.W.D Building 2015 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 91.50 1295.97 118582.00 0 0 N

14 P.W.D Building 2015 11.3 providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 107.00 1598.45 171035.00 0 0 N

11.5 Neat Cement punning. sqm 33.00 121.31 4004.00 0 0 N

15 P.W.D Building 2015 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. sqm 86.00 541.08 46533.00 0 0 N

16 P.W.D Building 2015 12.9 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

17 P.W.D Building 2015 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

18 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..

19 P.W.D Building 2015 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

20 P.W.D Building 2015 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.3 Vent covel

18.77.6 Nahani trap 110x75mm each 90.50 14.00 1267.00 0 0 N

21 P.W.D Building 2015 8.14 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.

8.14.2 35 mm. thick (single leaf)

8.15 Extra for double leaf shutter instead of single leaf. sqm 1740.00 45.100 78474.00 0 0 N

8.11.3 30mm thick (single leaf) sqm 1514.00 19.07 28872.00 0 0 N

22 P.W.D Building 2015 9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer

9.18.4 Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet. meter 474.00 218.70 103664.00 0 0 N

23 P.W.D Building 2015 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75.00 884.34 66326.00 0 0 N

24 P.W.D Building 2015 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

9.16.2 Angle-iron frames kg 73.50 2173.50 159753.00 0 0 N

25 P.W.D Building 2015 8.112 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 0.00

26 P.W.D Building 2015 8.115 Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws: 0.00

27 P.W.D Building 2015 8.116 Providing and fixing powder coated M.S. handles with necessary iron 0.00

28 8.119 Providing and fixing powder coated MS hanging door stopper with necessary powder coated MS steel screws complete. Each 15.00 45.00 675.00 0 0 N

29 P.W.D Building 2015 9.14 Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer. Kg. 79.50 2244.96 178475.00 0 0 N

30 P.W.D Building 2015 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer. Sqm. 3330.00 14.40 47952.00 0 0 N

31 P.W.D Building 2015 9.35 Providing and fixing approved pipe hand rail by welding to iron railing including applying a priming coat of red oxide zinc chromate primer.

32 P.W.D Building 2015 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint Sqm. 55.00 334.14 18378.00 0 0 N

33 P.W.D Building 2015 14.51 Providing and applying 2mm thick ready

mix exterior grade putty (manufactured

with cow dung processing) on walls to

make the surface smooth and even Sqm. 101.00 784.76 79261.00 0 0 N

34 P.W.D Building 2015 14.9 Distempering with acrylic washable distemper to give an even shade.

14.9.1 On new work (Two or more coats) Sqm. 38.00 2978.75 113193.00 0 0 N

35 P.W.D Building 2015 14.14 Finishing walls with water proofing cement paint to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/ 10 sqm ) Sqm. 41.00 876.49 35937.00 0 0 N

36 P.W.D Building 2015 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

P.W.D Building 2015 18.1.3 White Orissa pattern W.C. pan Each 2899.00 4.00 11596.00 0 0 N

37 18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :

P.W.D Building 2015 18.4.1 White pedestal type Each 2882.00 3.00 8646.00 0 0 N

38 P.W.D Building 2015 18.13 Providing and fixing white vitreous china urinal basin with waste fittingas per IS : 2556, and other couplings in C.P. brass complete:

18.13.1 Flat back half stall urinal of size 460x380x250mm Each 1776.00 6.00 10656.00 0 0 N

39 P.W.D Building 2015 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required : Each 2014.00 6.00 12084.00 0 0 N

40 P.W.D Building 2015 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

41 P.W.D Building 2015 18.23 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required :

42 P.W.D Building 2015 19.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c 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.

19.4.1 15 mm nominal outer dia .Pipes. Metre 110.00 10.00 1100.00 0 0 N

19.4.3 25 mm nominal outer dia .Pipes Metre 199.00 35.00 6965.00 0 0 N

43 P.W.D Building 2015 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m 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.

CONCEALED WORK including cutting chases and making good the walls etc.,

19.5.1 15 mm nominal outer dia .Pipes. Metre 133.00 20.00 2660.00 0 0 N

19.5.3 25 mm nominal outer dia .Pipes. Metre 213.00 60.00 12780.00 0 0 N

44 P.W.D Building 2015 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:

19.14.4 Piller Cock (400 grams) Each 398.00 9.00 3582.00 0 0 N

45 P.W.D Building 2015 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:

46 P.W.D Building 2015 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

19.16.1 25 mm Nominal bore Each 436.00 10.00 4360.00 0 0 N

47 P.W.D Building 2015 19.42 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 Litre 7.30 2500.00 18250.00 0 0 N

48 P.W.D Building 2015 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² 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) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Each 4644.00 10.00 46440.00 0 0 N

49 P.W.D Building 2015 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) point 1502.00 1.00 1502.00 0 0 N

50 P.W.D Building 2015 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive 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

21.1.1 All types of soil

51 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. 0 0 N

P.W.D Building 2015 21.3.3 150 mm nominal size dia. Metre 540.00 50.00 27000.00

52 21.11 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 bore well of:

P.W.D Building 2015 21.11.3 150 mm dia Each 217.00 1.00 217.00 0 0 N

53 P.W.D Building 2015 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) Litre 18.50 1000.00 18500.00 0 0 N

54 P.W.D Building 2015 21.10 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 developed, 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 tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 654.00 4.00 2616.00 0 0 N

55 P.W.D Building 2015 20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. Each 1709.00 5.00 8545.00 0 0 N

56 P.W.D Building 2015 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. Each 644.00 6.00 3864.00 0 0 N