NIT NO: 1087/TC/2026-27

GENERAL ABSTRACT

NAME OF WORK : - DETAILED MODEL ESTIMATE FOR CONSTRUCTION OF NEW I.T.I. BUILDING AT - RAIGARH, DISTT. RAIGARH ( C.G. )

S.N. DISCRIPTION QTY. RATE AMOUNT

Cost for Construction of I.T.I. Building Part 1

1 Cost for Construction of I.T.I. Building Part 2 As per estimate attached 44859553.17

2 Cost for Water supply and Sanatary fittings. As per estimate attached 685465.00

3 Cost for Construction of Septic Tank As per estimate attached 298301.30

4 Cost for Construction of Tube well As per estimate attached 144141.00

5 Cost for Construction of water Harvesting works As per estimate attached 107371.14

6 Cost for Construction of Approach Road As per estimate attached 1533299.20 PAC. Rs.

Part I - TOTAL Rs. 47628130.81

Cost for Construction of 50 Seated Girls Hostel Building F Type

1 Cost for Hostel Building As per estimate attached 11845893.87

2 Cost for Construction of "F"-Type Quarter As per estimate attached 1789361.77

3 Cost for Construction of Visitors & Guard Room As per estimate attached 1135019.55

4 Cost for Construction of Boundary Wall As per estimate attached 865682.36

Part II - TOTAL Rs. 15635957.55

(Part I +Part II) - Grand Total Rs. 63264088.36

Added 1% for Work Charge & Contingency Charges 632641.00

Say Rs. 632.64 Lacs

Sub-Engineer Sub-Divisinal Officer

P.W.D.(B/R) P.W.D.(B/R)

Sub Division Raigarh C.G. Sub Division Raigarh C.G.

Executive Engineer Superintending Engineer

P.W.D.(B/R) P.W.D.(B/R)

Raigarh Division Raigarh C.G. Bilaspur Circle Bilaspur

NIT SCHEDULE FOR CONSTRUCTION OF NEW I.T.I. BUILDING AT - RAIGARH, DISTT. RAIGARH ( C.G. )

CG Building SOR 01.01.2015 ammendment up to date 18.06.2025, Road SOR 01.01.2025, Electrical SOR inforce from 01.06.2020 Civil work 632.64 lacs PAC. Rs.

I.T.I. Building Part 1 Water supply and Sanatary fittings Septic Tank Tube well Water Harvesting works Road Works Hostel Building "F"-Type Quarter Visitors & Guard Room Boundary Wall

S.No Depart ment SOR Year Item Code Description UOM Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount QTY Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD BUILDING 2015 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). sqm 7.20 4760.00 34272 3000.00 21600.00 7760.00 55872.00 0 0 N

2 PWD PWD BUILDING 2015 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. In all types of soil cum 185.00 1444.01 267141 94.164 17420 4.05 749 1374.19 254226 92.51 17114 95.44 17656 103.22 19096 3207.58 593402.67 0 0 N

3 PWD PWD BUILDING 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soil cum 26.50 439.61 11650 26.904 713 0.675 18 229.03 6069 13.44 356 95.44 2529 805.10 21335.19 0 0 N

4 PWD PWD 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 3116.24 1156125 31.412 11654 528.34 196013 126.565 46956 222.974 82723 74.68 27706 4100.21 1521177.05 0 0 N

5 PWD PWD BUILDING 2015 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). cum 2970.00 451.75 1341706 4.484 13317 0.45 1337 76.42 226974 20.0408 59521 16.67 49510 7.06 20968 576.88 1713333.14 0 0 N

6 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4163.00 1905.47 7932459 23.384 97348 80.23 334015 21.9236 91268 18.14 75517 32.85 136755 2082.00 8667360.67 0 0 N

7 PWD PWD BUILDING 2015 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum. 97.50 1561.61 152257 1561.61 152257.37 0 0 N

8 PWD PWD BUILDING 2015 3.4 up to gf slab cum. 97.50 496.75 48433 496.75 48433.13 0 0 N

9 PWD PWD BUILDING 2015 3.4 up to ff slab cum. 97.50 993.50 96866 993.50 96866.25 0 0 N

10 PWD PWD BUILDING 2015 3.4 up to 2nd f slab cum. 97.50 1490.25 145299 1490.25 145299.38 0 0 N

11 PWD PWD BUILDING 2015 3.4 for parapet cum. 97.50 54.40 5304 54.40 5304.00 0 0 N

12 PWD PWD BUILDING 2015 3.12.1 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 209601.36 11423274 1870.72 101954 31193.00 1700019 7076.4 385664 4681.2 255125 4725.55 257542 259148.23 14123578.48 0 0 N

13 PWD PWD BUILDING 2015 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 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 2119.38 294594 412.72 57367 196.456 27307 90.56 12588 324.56 45114 3143.67 436970.27 0 0 N

14 PWD PWD BUILDING 2015 2.1.5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for Columns, Pillars, Piers and likes- rectangular or square in shape sqm 297.00 2390.40 709949 184.08 54671.76 84.00 24948.00 28.80 8553.60 108.80 32313.60 2796.08 830435.76 0 0 N

15 PWD PWD BUILDING 2015 2.1.8 Beams, lintels, cantilevers & walls sqm 202.00 5612.98 1133822 5612.98 1133822.16 0 0 N

16 PWD PWD BUILDING 2015 2.1.13 Providing and fixing form work including centring, shuttering, strutting staging, propping bracing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings sqm 294.00 490.92 144330 182.67 53703.51 4.69 1379 678.28 199412.85 0 0 N

17 PWD PWD BUILDING 2015 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235.00 4812.99 1131053 30.84 7247 807.32 189721 100.755 23677 153.70 36120 5905.61 1387817.53 0 0 N

18 PWD PWD BUILDING 2015 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230.00 372.18 85600 80.44 18502.35 452.62 104102.60 0 0 N

19 PWD PWD BUILDING 2015 7.5.4 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: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) cum 3263.00 1110.70 3624199 31.81 103797.34 14.37 46881.15 5.11 16673.93 1161.98 3791551.83 0 0 N

20 PWD PWD BUILDING 2015 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 121.00 1110.70 134394 1110.70 134394.16 0 0 N

21 PWD PWD BUILDING 2015 7.11.2 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: Cement Mortar 1:4 (1 cement : 4 coarse sand) sqm 382.00 122.16 46665 122.16 46665.12 0 0 N

22 PWD PWD 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 11.00 122.16 1344 122.16 1343.76 0 0 N

23 PWD PWD BUILDING 2015 11.2.4 Providing and making 12mm thick cement plaster of mix: In cement mortar 1:6 (1 cement : 6 fine sand) sqm 91.50 7958.45 728198 3239.88 296449.02 244.21 22345.47 258.21 23626.22 11700.75 1070618.97 0 0 N

24 PWD PWD BUILDING 2015 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 107.00 7297.44 780827 2944.81 315094.24 275.14 29440.27 175.90 18821.30 536.22 57375.54 11229.51 1201557.92 0 0 N

25 PWD PWD BUILDING 2015 11.1.2 Providing and making 6mm thick cement plaster of mix: 11.1.2 In cement mortar 1:4 (1 cement :4 fine sand) sqm 87.00 504.13 43859 181.72 15809.64 20.81 1810.56 79.97 6957.39 786.63 68436.90 0 0 N

26 PWD PWD BUILDING 2015 12.3.2 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. 40 mm thick sqm 254.00 2507.41 636881 2507.41 636880.87 0 0 N

27 PWD PWD BUILDING 2015 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazzo floor/ cement concrete floor or like. 12.25.2 40 mm wide sqm 18.00 1188.15 21387 1188.15 21386.70 0 0 N

28 PWD PWD BUILDING 2015 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) sqm 897.00 1123.88 1008116 1123.88 1008115.88 0 0 N

29 PWD PWD BUILDING 2015 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.) sqm 990.00 298.76 295770 64.28 63638.19 363.04 359408.12 0 0 N

30 PWD PWD BUILDING 2015 12.9.1 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. Size 300x300mm sqm 692.00 175.28 121290 175.28 121290.30 0 0 N

31 PWD PWD BUILDING 2015 12.7.1 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. Size upto 200x300mm sqm 587.00 355.10 208441 257.54 151173 42.48 24936 655.11 384549.57 0 0 N

32 PWD PWD BUILDING 2015 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).. cum 4073.00 23.52 95811 0.23 922.53 23.75 96733.75 0 0 N

33 PWD PWD BUILDING 2015 1.26.1 Carriage by mechanical transport for 5 km lead: Earth cum 111.00 722.00 80142 722.00 80142.33 0 0 N

34 PWD PWD BUILDING 2015 3.23.2 Providing and fixing in expansion joint pre moulded cross linked polymer based filler as per IS:1838 (part III) of approved make including cutting to required size and shape etc complete. 25mm thick sqm 1110.00 117.84 130802 117.84 130802.40 0 0 N

35 PWD PWD BUILDING 2015 3.20 Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment . sqm 1397.00 98.78 137989 98.78 137988.67 0 0 N

36 PWD PWD BUILDING 2015 9.16.2 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. Angle-iron frames kg 73.50 5577.53 409948 184.50 13561 69.53 5110 5831.55 428618.93 0 0 N

37 PWD PWD 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 75.00 110.00 8250 132.00 9900 242.00 18150.00 0 0 N

38 PWD PWD BUILDING 2015 8.52.1 Providing, and fixing M.S. round and square bars with MS flat of required pattern in wooden frames for windows & clerestory windows including applying a priming coat of red oxide zinc chromate primer, welding etc complete Plain grill kg 68.00 5991.30 407408 5991.30 407408.40 0 0 N

39 PWD PWD BUILDING 2015 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf) sqm 2005.00 363.83 729469 83.16 166735.80 14.52 29112.60 5.60 11228.00 467.11 936545.53 0 0 N

40 PWD PWD BUILDING 2015 8.112.1 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 300x16mm each 135.00 100.00 13500 100.00 13500.00 0 0 N

42 PWD PWD BUILDING 2015 8.115.2 Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws: 200 x10mm each 33.50 62.00 2077 62.00 2077.00 0 0 N

45 PWD PWD BUILDING 2015 8.116.1 Providing and fixing powder coated M.S. handles with necessary iron screws: 125 mm each 61.50 186.00 11439 186.00 11439.00 0 0 N

46 PWD PWD BUILDING 2015 8.73 Providing and fixing powder coated M.S. handles with necessary iron screws: each 73.00 62.00 4526 62.00 4526.00 0 0 N

47 PWD PWD 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 3,330.00 20.16 67133 4.41 14685 24.57 81818.10 0 0 N

48 PWD PWD BUILDING 2015 9.27.1 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring. 80x1.25mm M.S. Laths sqm 1691.00 34.88 58982 34.88 58982.08 0 0 N

49 PWD PWD BUILDING 2015 9.28 Providing and fixing 27.5cm long wire spring for rolling shutters. each 362.00 6.00 2172 6.00 2172.00 0 0 N

50 PWD PWD BUILDING 2015 9.29.1 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick sqm 540.00 13.08 7063 13.08 7063.20 0 0 N

51 PWD PWD BUILDING 2015 9.30 Providing and fixing ball bearing for rolling shutters. each 423.00 12.00 5076 12.00 5076.00 0 0 N

52 PWD PWD BUILDING 2015 14.58 14.58 Providing and applying water proofing cement paint mimimum 2 coats applied @ 3.84 kg/10 sqm up to required finish as per relevant I.S. code 5410:2013 of required shade (product such as Snowcem plus, J.K. Shri Cement paints , century Cement Paints, Apex paints ,Maxcoat cement paint) with all tool tackles and labour etc. complete for the work . sqm 53.00 20068.89 1063651 7932.98 420448 189.47 10042 175.90 9323 536.22 28420 28903.45 1531882.88 0 0 N

53 PWD PWD BUILDING 2015 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ lOSqiu as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. Sqm 86.00 20068.89 1725924 7932.98 682236 442.7565 38077 338.18 29083 28782.80 2475320.97 0 0 N

54 PWD PWD BUILDING 2015 14.59 Providing and applying Polvmaric cement primer on all surface applied (a). 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / 110 ) with all tool tackles and labour etc. complete for the work . sqm 29.00 20068.89 581998 7932.98 230056.42 442.76 12839.94 338.18 9807.22 28782.80 834701.26 0 0 N

55 PWD PWD BUILDING 2015 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant LS. Code 15489:2013 Tvne -1 Class D & C (Glossv and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus 130/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty). 1 sqm 74.00 12771.44 945087 5958.23 440909.02 442.76 32763.98 338.18 25025.32 19510.61 1443784.96 0 0 N

56 PWD PWD BUILDING 2015 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / lOSqm up to final finish as per relevant I.S. Code 15489:2013 Tvpe -2 Class D.C f Glossv /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty) sqm 70.00 7297.44 510821 1974.76 138233 189.47 13263 175.90 12313 9637.57 674629.59 0 0 N

57 PWD PWD BUILDING 2015 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent LS. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. sqm 120.00 735.88 88305 137.87 16544 44.20 5304 46.73 5608 13.5 1620 978.17 117380.40 0 0 N

58 PWD PWD BUILDING 2015 12.79.1 Providing and laying DOUBLE/ MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to lS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- l0mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 12.79.1 Size 600x600mm thickness 9 to l0mm sqm 1082.00 3684.45 3986575 808.59 874891.13 100.51 108746.41 58.66 63470.12 4652.20 5033682.56 0 0 N

59 PWD PWD 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 : 18.1.3 White Orissa pattern W.C. pan of size 580x440 mm each 2899.00 18.00 52182.00 5.00 14495.00 4.00 11596.00 27.00 78273.00 0 0 N

60 PWD PWD 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 : 18.17.2 White Size 550x400 mm each 1408.00 12.00 16896.00 4.00 5632.00 16.00 22528.00 0 0 N

61 PWD PWD BUILDING 2015 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete: 19.7.1 15 mm dia. nominal bore metre 149.00 70.00 10430.00 60.00 8940.00 130.00 19370.00 0 0 N

62 PWD PWD BUILDING 2015 19.7.2 20 mm dia. nominal bore metre 185.00 180.00 33300.00 180.00 33300.00 0 0 N

63 PWD PWD BUILDING 2015 19.7.3 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete: 19.7.3 25 mm dia. nominal bore metre 258.00 400.00 103200.00 50.00 12900.00 45.00 11610.00 495.00 127710.00 0 0 N

64 PWD PWD BUILDING 2015 19.7.5 40 mm dia. nominal bore metre 364.00 140.00 50960.00 140.00 50960.00 0 0 N

65 PWD PWD BUILDING 2015 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.2 20 mm dia. nominal bore metre 159.00 60.00 9540.00 60.00 9540.00 0 0 N

66 PWD PWD BUILDING 2015 19.9.3 25 mm dia. nominal bore metre 222.00 130.00 28860.00 40.00 8880.00 170.00 37740.00 0 0 N

67 PWD PWD BUILDING 2015 19.13.2 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 19.13.2 Bib cock (350 grams) each 237.00 60.00 14220.00 6.00 1422.00 66.00 15642.00 0 0 N

68 PWD PWD BUILDING 2015 19.13.3 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 8.00 1896.00 26.00 6162.00 0 0 N

69 PWD PWD 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 lit. 7.30 6000.00 43800.00 10000.00 73000.00 2000.00 14600.00 18000.00 131400.00 0 0 N

70 PWD PWD BUILDING 2015 20.1.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 20.1.1 100mm diameter metre 162.00 55.00 8910.00 100.00 16200.00 40.00 6480.00 195.00 31590.00 0 0 N

71 PWD PWD BUILDING 2015 20.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design: 100 mm diameter S.W. pipe metre 357.00 55.00 19635.00 100.00 35700.00 40.00 14280.00 195.00 69615.00 0 0 N

72 PWD PWD BUILDING 2015 20.3.2 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2, water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 20.3.2 150 x 100 mm size P type. each 1397.00 15.00 20955.00 6.00 8382.00 21.00 29337.00 0 0 N

73 PWD PWD BUILDING 2015 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 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 6703.00 5.00 33515.00 2.00 13406.00 7.00 46921.00 0 0 N

74 PWD PWD BUILDING 2015 20.28 Providing and constructing brick masonry chamber for underground pipe and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.28.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : each 4357.00 8.00 34856.00 8.00 34856.00 0 0 N

75 PWD PWD BUILDING 2015 18.76.1 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. 18.76.1 75 mm dia pipe. metre 182.00 50.00 9100.00 80.00 14560.00 315.60 57439.20 445.60 81099.20 0 0 N

76 PWD PWD BUILDING 2015 18.76.2 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. 18.76.2, 110 mm dia pipe. metre 267.00 400.00 106800.00 27.00 7209.00 80.00 21360.00 60.00 16020.00 567.00 151389.00 0 0 N

77 PWD PWD 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 2.00 3418.00 10.00 17090.00 2.00 3418.00 14.00 23926.00 0 0 N

78 PWD PWD BUILDING 2015 18.14 Providing and fixing white vitreous china urinal basin as per IS : 2556 complete: 18.14.1 Flat back half stall urinal of size 460x380x250mm each 1183.00 15.00 17745.00 15.00 17745.00 0 0 N

79 PWD PWD 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 9.00 18126.00 9.00 18126.00 0 0 N

80 PWD PWD BUILDING 2015 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 18.78.2 110 mm each 61.00 200.00 12200.00 50.00 3050.00 250.00 15250.00 0 0 N

81 PWD PWD 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° 18.77.1.1, 75 mm each 113.00 10.00 1130.00 60.00 6780.00 70.00 7910.00 0 0 N

82 PWD PWD BUILDING 2015 18.77.1.2 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° 18.77.1.2, 110 mm each 154.00 140.00 21560.00 12.00 1848.00 60.00 9240.00 212.00 32648.00 0 0 N

84 PWD PWD BUILDING 2015 18.77.5 "P" trap 110mmx110mm long each 227.00 18.00 4086.00 18.00 4086.00 0 0 N

86 PWD PWD BUILDING 2015 18.77.8 Plain reducing Tee 110x75mm each 129.00 10.00 1290.00 10.00 1290.00 0 0 N

87 PWD PWD BUILDING 2015 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 228.00 154.14 35143.92 154.14 35143.92 0 0 N

88 PWD PWD BUILDING 2015 11.2.1 Providing and making 12mm thick cement plaster of mix: 11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand) sqm 115.00 91.24 10492.60 35.04 4029.60 126.28 14522.20 0 0 N

89 PWD PWD BUILDING 2015 11.5 Neat Cement punning. sqm 33.00 91.24 3010.92 39.60 1306.80 130.84 4317.72 0 0 N

90 PWD PWD 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 2.00 3004.00 3.00 4506.00 0 0 N

91 PWD PWD BUILDING 2015 21.2.1.3 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 beyond 90 metre & upto 150 metre depth below ground level. 21.2.1 All types of soil 21.2.1.3 150 mm dia. Rm 371.00 42.00 15582.00 42.00 15582.00 0 0 N

92 PWD PWD BUILDING 2015 21.2.2.3 21.2 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 beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. Rm 424.00 130.00 55120.00 40.00 16960.00 170.00 72080.00 0 0 N

93 PWD PWD BUILDING 2015 21.5.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia Rm 1304.00 55.00 71720.00 55.00 71720.00 0 0 N

94 PWD PWD BUILDING 2015 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: 21.11.3, 150mm dia each 217.00 1.00 217.00 1.00 217.00 2.00 434.00 0 0 N

95 PWD PWD BUILDING 2015 20.5 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 : 20.5.2, 150 mm dia. R.C.C. Pipe METRE 353.00 90.00 31770.00 90.00 31770.00 0 0 N

96 PWD PWD BUILDING 2015 19.51 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 fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 4356.00 4.00 17424.00 4.00 17424.00 0 0 N

97 PWD PWD BUILDING 2015 21.1.1.4 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. 4, All types of soil METRE 371.00 20.00 7420.00 20.00 7420.00 0 0 N

98 PWD PWD BUILDING 2015 21.1.4 Rocky strata including Boulders. 21.1.4, 200 mm dia METRE 457.00 0.50 228.50 20.00 9140.00 20.50 9368.50 0 0 N

99 PWD PWD BUILDING 2015 21.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge. 21.4.4, 200 mm nominal size dia. METRE 979.00 20.00 19580.00 20.00 19580.00 0 0 N

100 PWD PWD 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 1.00 18.50 1001.00 18518.50 0 0 N

101 PWD PWD 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 2.00 1288.00 2.00 1288.00 4.00 2576.00 0 0 N

102 PWD PWD ROAD 2026 3.12 Construction of embankment with Material Obtained from Borrow Pits/ Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 223.00 392.32 87487.36 392.32 87487.36 0 0 N

103 PWD PWD ROAD 2026 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material Cum 1372.00 214.58 294403.76 214.58 294403.76 0 0 N

104 PWD PWD ROAD 2026 4.13 Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. B-With smooth wheeled roller Cum 277.00 78.03 21614.31 78.03 21614.31 0 0 N

105 PWD PWD ROAD 2026 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 Cum 2789.00 95.37 265986.93 95.37 265986.93 0 0 N

106 PWD PWD ROAD 2026 6.7 Added No.1 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & logitudinal joints as per design and as per IRC-62-2014, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for pavment thickness less than 200mm in Low Volume Roads. PCC Grade M30 with minimum Cement Content @ 375kg/cum. Cum 4391.00 190.74 837539.34 190.74 837539.34 0 0 N

107 PWD PWD ROAD 2015 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. (i) Single row for one utility service Meter 553.00 47.50 26267.50 47.50 26267.50 0 0 N

108 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: GROUND FLOOR Cum 4260.50 87.10 371075.19 87.10 371075.19 0 0 N

109 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: FIRST FLOOR Cum 4358.00 76.67 334149.61 76.67 334149.61 0 0 N

110 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: SECOND FLOOR Cum 4455.50 61.29 273070.24 61.29 273070.24 0 0 N

111 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: THIRD FLOOR Cum 4553.00 9.27 42225.43 9.27 42225.43 0 0 N

113 PWD PWD BUILDING 2015 2.1.5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: ( First floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 163.61 48591.58 163.61 48591.58 0 0 N

114 PWD PWD BUILDING 2015 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured)( Second floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 132.21 39266.37 132.21 39266.37 0 0 N

115 PWD PWD BUILDING 2015 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured) ( Third floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 48.57 14425.29 48.57 14425.29 0 0 N

116 PWD PWD BUILDING 2015 2.1.8 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured) ( Third floor )+ 2.1.8-- Beams, lintels, cantilevers & walls lift 2 sqm 81.00 96.31 7801.27 96.31 7801.27 0 0 N

118 PWD PWD BUILDING 2015 lift 5 lift 5 sqm 202.50 79.25 16048.94 79.25 16048.94 0 0 N

120 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 15.40 4989.60 15.40 4989.60 0 0 N

121 PWD PWD BUILDING 2015 2.1.13 2.1.13- Weather shade, chhajja, Cornices and mouldings lift 2 sqm 81.00 59.47 4817.23 59.47 4817.23 0 0 N

122 PWD PWD BUILDING 2015 lift 5 lift 5 sqm 202.50 53.17 10767.33 53.17 10767.33 0 0 N

123 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 0.95 306.18 0.95 306.18 0 0 N

124 PWD PWD BUILDING 2015 2.1.7 2.1.7- Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) lift 3 sqm 121.50 273.60 33242.04 273.60 33242.04 0 0 N

126 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 14.40 4665.60 14.40 4665.60 0 0 N

127 PWD PWD BUILDING 2015 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings lift 1 sqm 40.50 15.81 640.20 15.81 640.20 0 0 N

128 PWD PWD BUILDING 2015 lift 2 lift 2 sqm 81.00 11.01 891.61 11.01 891.61 0 0 N

129 PWD PWD BUILDING 2015 lift 4 lift 4 sqm 162.00 15.81 2560.82 15.81 2560.82 0 0 N

130 PWD PWD BUILDING 2015 lift 6 lift 6 sqm 243.00 11.01 2674.82 11.01 2674.82 0 0 N

131 PWD PWD BUILDING 2015 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. Cum 65.00 420.52 27333.83 70.91 4609.15 491.43 31942.98 0 0 N

132 PWD PWD BUILDING 2015 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. Cum 4237.00 2.55 10819.18 0.91 3868.80 3.47 14687.98 0 0 N

133 PWD PWD BUILDING 2015 3.15 Applying a coat of hot bitumen VG-10 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Sqm 93.50 51.00 4768.50 18.26 1707.50 69.26 6476.00 0 0 N

134 PWD PWD BUILDING 2015 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation: i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Sqm 182.00 22.26 4051.32 22.26 4051.32 0 0 N

135 PWD PWD BUILDING 2015 13.24 Providing and fixing one side polished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete. 13.25 Both side polished Sqm 414.00 135.06 55914.84 15.68 6491.52 150.74 62406.36 0 0 N

136 PWD PWD 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) 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: (Ground Floor) Cum 3384.00 80.49 272374.10 80.49 272374.10 0 0 N

137 PWD PWD 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) 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: ( First floor ) Cum 3505.00 69.89 244978.47 69.89 244978.47 0 0 N

138 PWD PWD 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) 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: (Second floor ) Cum 3626.00 61.28 222204.91 61.28 222204.91 0 0 N

139 PWD PWD 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) 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: (third floor ) cum 3747.00 5.59 20930.74 5.59 20930.74 0 0 N

140 PWD PWD BUILDING 2015 7.11 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: Ground floor Sqm 393.00 184.88 72655.88 184.88 72655.88 0 0 N

141 PWD PWD 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) 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: first floor sqm 404.00 272.07 109916.28 272.07 109916.28 0 0 N

142 PWD PWD 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) 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: second floor sqm 415.00 112.23 46575.45 112.23 46575.45 0 0 N

143 PWD PWD 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 62.50 569.17 35573.44 101.76 6360.00 670.94 41933.44 0 0 N

144 PWD PWD BUILDING 2015 8.15 Extra for double leaf shutter instead of single leaf. Sqm 52.00 17.95 933.66 17.95 933.66 0 0 N

145 PWD PWD BUILDING 2015 8.94 Providing and fixing M.S. bright finished or black enameled Butt hinges IS: 1341 marked with necessary iron screws: 8.94.1 125x65x2.12mm Each 30.00 144.00 4320.00 144.00 4320.00 0 0 N

146 PWD PWD BUILDING 2015 8.99 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws: 8.99.1 300x16mm Each 77.50 80.00 6200.00 80.00 6200.00 0 0 N

147 PWD PWD BUILDING 2015 8.1 Providing and fixing M.S. bright finished or black enameled door latch with necessary iron screws: 8.100.2 250x20x6mm Each 50.50 40.00 2020.00 40.00 2020.00 0 0 N

148 PWD PWD BUILDING 2015 8.102 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws: 8.102.1 250 mm Each 34.50 40.00 1380.00 40.00 1380.00 0 0 N

149 PWD PWD BUILDING 2015 8.103 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws: 8.103.1 125 mm Each 51.00 96.00 4896.00 96.00 4896.00 0 0 N

150 PWD PWD BUILDING 2015 8.106 Providing and fixing MS bright finished single hanging door stopper with necessary MS steel screws complete. Each 12.50 48.00 600.00 48.00 600.00 0 0 N

151 PWD PWD BUILDING 2015 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. Metre 346.00 84.15 29115.90 84.15 29115.90 0 0 N

152 PWD PWD BUILDING 2015 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C'channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter). 8.152.2 Both side Pre-laminated panel PVC door shutter Sqm 2832.00 26.78 75826.80 26.78 75826.80 0 0 N

153 PWD PWD BUILDING 2015 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. Kg 67.50 2098.05 141618.38 2098.05 141618.38 0 0 N

154 PWD PWD BUILDING 2015 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 8.1.2 Sal, bijasal, benteak, khair, haldu cum 61051.00 2.95 180134.64 0.05 3296.75 3.00 183431.39 0 0 N

155 PWD PWD BUILDING 2015 9.33 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. Sqm 569.00 137.87 78445.19 137.87 78445.19 0 0 N

156 PWD PWD BUILDING 2015 9.47.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grad AC-15. (Glazing to be paid for separately: 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). kg 338.00 1051.56 355427.28 45.38 15338.44 1096.94 370765.72 0 0 N

158 PWD PWD BUILDING 2015 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): 9.51.1 With float glass panes of 4 mm thickness Sqm 611.00 131.45 80312.90 131.45 80312.90 0 0 N

159 PWD PWD BUILDING 2015 9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. KG 34.50 1840.23 63487.94 1840.23 63487.94 0 0 N

160 PWD PWD BUILDING 2015 9.36 Providing and fixing approved pipe hand rail to walls (ramps, stair cases) including cutting chases and repairing the same to original condition, applying a priming coat of red oxide zinc chromate primer. 9.36.1 M.S Pipe KG 71.00 60.00 4260.00 60.00 4260.00 0 0 N

161 PWD PWD BUILDING 2015 11.31 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.31.2 Sunk Bands Metre 2.60 300.00 780.00 300.00 780.00 0 0 N

162 PWD PWD BUILDING 2015 11.31.3 Raised Band Metre 3.00 300.00 900.00 300.00 900.00 0 0 N

163 PWD PWD BUILDING 2015 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. 12.3.2 50 mm thick Sqm 254.00 15.00 3810.00 15.00 3810.00 0 0 N

164 PWD PWD BUILDING 2015 12.6 Cement plaster skirting upto 30 cm. height with cement mortar 1:3 (1cement : 3 fine sand) finished with a floating coat of neat cement including rounding of junction with floor. 12.6.1 18 mm thick in two layers of 12mm and 6mm Sqm 200.00 38.25 7650.00 38.25 7650.00 0 0 N

165 PWD PWD 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. 12.9.2 Size above 300x300mm Sqm 728.00 51.66 37608.48 51.66 37608.48 0 0 N

166 PWD PWD BUILDING 2015 12.51 Extra for nosing in steps and treads of Kota stone slab. Metre 69.50 94.50 6567.75 94.50 6567.75 0 0 N

167 PWD PWD BUILDING 2015 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 1.00 2882.00 1.00 2882.00 0 0 N

168 PWD PWD BUILDING 2015 18.7 Providing and fixing 10 litre capacity P.V.C. low level flushing cistern conforming to IS : 7231, with all fittings and fixtures complete. 18.7.1 White Each 729.00 5.00 3645.00 5.00 3645.00 0 0 N

169 PWD PWD 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 : 18.17.3 White size 450x325 mm Each 1203.00 6.00 7218.00 6.00 7218.00 0 0 N

170 PWD PWD BUILDING 2015 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 18.25.2 40 mm dia Each 88.50 7.00 619.50 7.00 619.50 0 0 N

171 PWD PWD BUILDING 2015 18.27 Providing and fixing cast iron grating for gully trap. 18.27.1 100x100mm square or round Each 30.00 20.00 600.00 20.00 600.00 0 0 N

172 PWD PWD BUILDING 2015 18.29 29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 599.00 6.00 3594.00 6.00 3594.00 0 0 N

173 PWD PWD BUILDING 2015 18.56 Providing and fixing sand cast iron S&S trap of self cleansing design with screwed down or hinged grating with or without vent arm as per IS: 1729 complete, including cost of cutting and making good the walls and floors : 18.56.1 100 mm inlet and 100 mm outlet Each 562.00 10.00 5620.00 10.00 5620.00 0 0 N

174 PWD PWD BUILDING 2015 18.56.2 100 mm inlet and 75 mm outlet Each 497.00 10.00 4970.00 10.00 4970.00 0 0 N

175 PWD PWD BUILDING 2015 18.77.2 Double "Y" with or without door 18.77.2.1 75 mm Each 129.00 20.00 2580.00 20.00 2580.00 0 0 N

179 PWD PWD BUILDING 2015 18.77.7 Multi floor trap 110 Each 122.00 6.00 732.00 6.00 732.00 0 0 N

180 PWD PWD BUILDING 2015 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 18.78.1 75 mm Each 57.00 50.00 2850.00 50.00 2850.00 0 0 N

181 PWD PWD BUILDING 2015 19.7.4 32 mm dia. nominal bore Metre 318.00 50.00 15900.00 50.00 15900.00 0 0 N

182 PWD PWD BUILDING 2015 19.8 19.8 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete: 19.8.1 15 mm dia nominal bore Metre 188.00 108.00 20304.00 108.00 20304.00 0 0 N

183 PWD PWD BUILDING 2015 19.8.3 25 mm dia nominal bore Metre 297.00 90.00 26730.00 90.00 26730.00 0 0 N

184 PWD PWD BUILDING 2015 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.4 32 mm dia. nominal bore Metre 272.00 50.00 13600.00 50.00 13600.00 0 0 N

185 PWD PWD BUILDING 2015 19.9.5 19.9.5 40 mm dia. nominal bore Metre 308.00 100.00 30800.00 100.00 30800.00 0 0 N

186 PWD PWD BUILDING 2015 19.10.1 19.10 Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured) 19.10.1 25 mm nominal bore Each 200.00 25.00 5000.00 18 3600 43.00 8600.00 0 0 N

187 PWD PWD BUILDING 2015 19.10.2 32 mm nominal bore Each 224.00 20.00 4480.00 20.00 4480.00 0 0 N

188 PWD PWD BUILDING 2015 19.10.3 40 mm nominal bore Each 278.00 18.00 5004.00 18.00 5004.00 0 0 N

189 PWD PWD 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: 19.14.1 Bib cock (400 grams) Each 382.00 36.00 13752.00 36.00 13752.00 0 0 N

190 PWD PWD BUILDING 2015 19.14.6 Stop cock (concealed) (600 grams) Each 494.00 36.00 17784.00 36.00 17784.00 0 0 N

191 PWD PWD BUILDING 2015 19.14.7 Angle valve for basin mixer and geyser points (450 grams Each 382.00 18.00 6876.00 18.00 6876.00 0 0 N

192 PWD PWD BUILDING 2015 19.14.12 Bottle trap set with extension pipes Each 473.00 18.00 8514.00 18.00 8514.00 0 0 N

193 PWD PWD BUILDING 2015 19.14.14 Soap dish plate Each 163.00 15.00 2445.00 15.00 2445.00 0 0 N

194 PWD PWD BUILDING 2015 19.14.15 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: Shower rose (revolving type) (150mm Each 269.00 9.00 2421.00 2 538 11.00 2959.00 0 0 N

195 PWD PWD BUILDING 2015 19.14.16 owel rail (600mm long x 20mm dia) Each 338.00 15.00 5070.00 15.00 5070.00 0 0 N

196 PWD PWD BUILDING 2015 19.15 Providing and fixing stainless steel drain jali of approved make/quality. Each 51.00 48.00 2448.00 7.00 357 55.00 2805.00 0 0 N

197 PWD PWD BUILDING 2015 19.16.1 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 4.00 1744.00 14.00 6104.00 0 0 N

198 PWD PWD BUILDING 2015 19.16.2 32 mm nominal bore Each 510.00 6.00 3060.00 6.00 3060.00 0 0 N

199 PWD PWD BUILDING 2015 19.16.3 40 mm nominal bore Each 596.00 6.00 3576.00 4 2384 10.00 5960.00 0 0 N

200 PWD PWD BUILDING 2015 19.18 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 19.18.3 40 mm nominal bore Each 688.00 2.00 1376.00 5.99 4121 7.99 5497.12 0 0 N

201 PWD PWD BUILDING 2015 19.11 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete: 19.11.1 15 mm nominal bore Each 85.00 18.00 1530.00 18.00 1530.00 0 0 N

202 PWD PWD BUILDING 2015 19.11.3 25 mm nominal bore Each 117.00 10.00 1170.00 10.00 1170.00 0 0 N

203 PWD PWD BUILDING 2015 19.11.4 32 mm nominal Each 148.00 5.00 740.00 5.00 740.00 0 0 N

204 PWD PWD BUILDING 2015 19.11.5 40 mm nominal bore Each 169.00 5.00 845.00 5.00 845.00 0 0 N

205 PWD PWD BUILDING 2015 20.1.2 150 mm diameter Metre 262.00 100.00 26200.00 100.00 26200.00 0 0 N

206 PWD PWD BUILDING 2015 20.2.2 150 mm diameter S.W. pipe Metre 436.00 100.00 43600.00 100.00 43600.00 0 0 N

207 PWD PWD BUILDING 2015 20.27 Providing and constructing brick masonry road gully chamber 110x50x77.5 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design. Each 5213.00 12.00 62556.00 12.00 62556.00 0 0 N

208 PWD PWD BUILDING 2015 21.1.1.4 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 All types of soil 200 mm dia Metre 371.00 70.00 25970.00 70.00 25970.00 0 0 N

209 PWD PWD BUILDING 2015 21.3.3 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. 150 mm nominal size dia. Metre 540.00 80.00 43200.00 80.00 43200.00 0 0 N

210 PWD PWD BUILDING 2015 21.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted 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. 150 mm nominal size dia. Metre 546.00 10.00 5460.00 10.00 5460.00 0 0 N

211 PWD PWD BUILDING 2015 21.9 Gravel packing in tube well 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 1048.00 0.18 188.64 0.18 188.64 0 0 N

212 PWD PWD BUILDING 2015 21.1 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 6.00 3924.00 6.00 3924.00 0 0 N

213 PWD PWD BUILDING 2015 21.16 Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS:2062/ 1990 up to date amendments. Metre 275.00 50.00 13750.00 50.00 13750.00 0 0 N

214 PWD PWD BUILDING 2015 4.13.2 Grading roof for water proofing treatment with: 4.13.2 Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 4612.00 16.31 75206.62 16.31 75206.62 0 0 N

215 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 4260.50 30.71567 130864 30.72 130864.11 0 0 N

216 PWD PWD BUILDING 2015 2.1.4 Edge of slab, breaks in floor and walls upto 200mm mt 34.00 53.5 1819 53.50 1819.00 0 0 N

217 PWD PWD BUILDING 2015 2.1.13 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. sqm 184.00 2.78 512 2.78 511.52 0 0 N

218 PWD PWD BUILDING 2015 7.5.4.6 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: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) cum 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 24.108 81581 32.03 108390 36.24 122636 92.38 312607.15 0 0 N

219 PWD PWD BUILDING 2015 7.11.2.12 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. Cement Mortar 1:4 (1 cement : 4 coarse sand) 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 393.00 101.76 39992 14.62 5746 116.38 45737.34 0 0 N

220 PWD PWD BUILDING 2015 9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Kg 68.00 689.4 46879 372.6 25337 945 64260 2007.00 136476.00 0 0 N

221 PWD PWD BUILDING 2015 8.148.2 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge Extruded section Profile size 42x50 mm. metre mtr 196.00 9.9 1940 9.90 1940.40 0 0 N

222 PWD PWD BUILDING 2015 8.149.2 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. 30 mm thick door shutters with styles and rails of size 60x30 mm sqm 2488.00 3.15 7837 3.15 7837 6.30 15674.40 0 0 N

223 PWD PWD BUILDING 2015 8.12.2 25 mm. thick (double leaf for cupboard shutters with piano type hinges sqm 1669.00 2.83 4723 2.83 4723.27 0 0 N

224 PWD PWD BUILDING 2015 11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand sqm 93.00 15.22 1415 15.22 1415.46 0 0 N

225 PWD PWD BUILDING 2015 12.37 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 12.37.3 Dark shade using ordinary cement sqm 518.00 6.06 3139 6.06 3139.08 0 0 N

226 PWD PWD BUILDING 2015 12.38 15mm thick Marble stone slab flooring over 18mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including grinding rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above 12.38.5 Udaipur green marble sqm 1497.00 2.93 4386 2.93 4386.21 0 0 N

227 PWD PWD BUILDING 2015 12.39.5 15mm thick Marble stone slab in, tread & risers of steps, skirting, dado, walls and pillars on 12mm (average) thick base of cement mortar 1:4 (1cement : 4 coarse sand) and jointed with grey cement slurry including matching pigment, rubbing and polishing etc. complete. (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 M). 12.39.5 Udaipur green marble sqm 1576.00 0.96 1513 2.13 3357 3.09 4869.84 0 0 N

228 PWD PWD BUILDING 2015 8.126.2 Providing and fixing powder coated aluminium sliding door bolts with 16mm rod, necessary M.S. nuts bolts and screws etc complete. 8.126.2 250x16mm each 150.00 11 1650 11 1650 22.00 3300.00 0 0 N

229 PWD PWD BUILDING 2015 8.127.2 Providing and fixing powder coated aluminium door latch with 12mm rod,necessary M.S. nuts bolts and screws etc complete. 8.127.2 250x12mm each each 54.50 9 491 9 491 18.00 981.00 0 0 N

230 PWD PWD BUILDING 2015 8.128.2 Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete. 8.128.2 200 x10mm each 60.00 10 600 10 600 20.00 1200.00 0 0 N

231 PWD PWD BUILDING 2015 8.129 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 8.129.1 150 mm each 32.00 20 640 20.00 640.00 0 0 N

232 PWD PWD BUILDING 2015 8.13 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. 8.130.2 Double each 38.50 8 308 8.00 308.00 0 0 N

233 PWD PWD BUILDING 2015 9.37 Providing and fixing M.S. fan clamp/hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop. each 97.00 8 776 8.00 776.00 0 0 N

234 PWD PWD BUILDING 2015 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): 9.51.2 With float glass panes of 5 mm thickness Sqm 708.00 14.88 10535 15.21 10769 30.09 21303.72 0 0 N

235 PWD PWD BUILDING 2015 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board 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 : 18.22.1 345x445 mm bowl depth 200 mm. each 6298.00 2 12596 2.00 12596.00 0 0 N

236 PWD PWD BUILDING 2015 19.9.1 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete 19.9.1 15 mm dia. nominal bore M 131.00 45 5895 45.00 5895.00 0 0 N

237 PWD PWD BUILDING 2015 19.43 Cutting holes more than 20x20 cm and upto 30x30 cm in walls including making good the same No. 125.00 8 1000 8.00 1000.00 0 0 N

238 PWD PWD 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 No. 4644.00 2 9288 2.00 9288.00 0 0 N

239 PWD PWD BUILDING 2015 19.49 Constructing masonry Chamber 90x90x100 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 100 mm. 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 20 mm 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 No. 8013.00 4 32052 4.00 32052.00 0 0 N

240 PWD PWD BUILDING 2015 18.77.1 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 18.77.2.2 110 mm No. 224.00 50 11200 50.00 11200.00 0 0 N

241 PWD PWD BUILDING 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. 1.6.1 All types of soils m3 26.50 3.6 95 3.60 95.40 0 0 N

242 PWD PWD 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. M3 371.00 2.4 890 2.40 890.40 0 0 N

243 PWD PWD BUILDING 2015 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.3 - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). M3 2970.00 2.13 6326 2.13 6326.10 0 0 N

244 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). m3 4163.00 6.35 26435 6.35 26435.05 0 0 N

245 PWD PWD BUILDING 2015 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. M3 65.00 2.77 180 2.77 180.05 0 0 N

246 PWD PWD BUILDING 2015 11.5 Neat Cement punning M2 33.00 35.04 1156 35.04 1156.32 0 0 N

247 PWD PWD BUILDING 2015 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer kg 43.50 8.64 376 8.64 375.84 0 0 N

248 PWD PWD BUILDING 2015 1.11.1 Open timbering in foundation trenches including strutting and shoring complete (measurements to be taken of the face area timbered.) 1.11.1 Depth not exceeding 1.5 M. Sqm 178.00 25.2 4486 25.20 4485.60 0 0 N

249 PWD PWD BUILDING 2015 20.14 Supplying and fixing C.I. cover without frame for manholes : 20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. each 1222.00 1 1222 1.00 1222.00 0 0 N

250 PWD PWD BUILDING 2015 20.11 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: 20.11.1 With 20x20 mm square bar each 168.00 each 168.00 5 840 5.00 840.00 0 0 N

251 PWD PWD BUILDING 2015 3.2.4 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 4260.50 20.87 88917 6.53 27821 27.40 116737.70 0 0 N

252 PWD PWD BUILDING 2015 12.7.2 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. 12.7.2 Size above 200x300mm sqm 646.00 33.06 21357 33.06 21356.76 0 0 N

253 PWD PWD BUILDING 2015 8.129.1 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 8.129.1 150 mm each 32.00 20 640 20.00 640.00 0 0 N

254 PWD PWD BUILDING 2015 8.130.2 8.130 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. 8.130.2 Double each 38.50 8 308 8.00 308.00 0 0 N

255 PWD PWD BUILDING 2015 11.32.2 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.32.2 Sunk Bands metre 3.00 Rm 3.00 805.39 2416 805.39 2416.17 0 0 N

256 PWD PWD BUILDING 2015 18.76.3 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. 18.76.3 150 mm dia pipe Rm 440.00 42.39 18652 42.39 18651.60 0 0 N

257 PWD PWD BUILDING 2015 3.21.2 Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints, including cost of primer, sealing compound all complete. 3.21.2 25mm thick sqm 768.00 3.89 2988 3.89 2987.52 0 0 N

Total 44859553 Total 685465 Total 298301 Total 144141 Total 107371 Total 1533299 Total 11845894 Total 1789362 Total 1135020 Total 865682 T. Amount 63264088.36

Sub Engineer Sub Div. Raigarh P.W.D. Raigarh (C.G.) Sub Divisional officer Sub Div. Raigarh P.W.D. Raigarh (C.G.) Executive Engineer Division Raigarh P.W.D. Raigarh (C.G.)

Sub Engineer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.) Sub Divisional officer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.) Executive Engineer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.)

NIT SCHEDULE FOR CONSTRUCTION OF NEW I.T.I. BUILDING AT - RAIGARH, DISTT. RAIGARH ( C.G. )

Building work issued by E-in-C P.W.D Raipur w.e.f. 1.1.2015 amended up to 27.1.2026. Electrification work w.e.f. 1.6.2020 amended up to 18.6.2025. Road work w.e.f. 1.1.2025 amended up to 12.1.2026. & Bridge work w.e.f. 1.1.2025 amended up to 1.1.2025. Civil work 632.64 lacs+ Electrical Work 74.33

I.T.I. Building Part 1 Water supply and Sanatary fittings Septic Tank Tube well Water Harvesting works Road Works Hostel Building "F"-Type Quarter Visitors & Guard Room Boundary Wall PAC in Rs. 706.97 Lacs

S.No Depart ment SOR Year Item Code Description UOM Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount QTY Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD BUILDING 2015 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). sqm 7.20 4760.00 34272 3000.00 21600.00 7760.00 55,872 0 0 N

2 PWD PWD BUILDING 2015 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. In all types of soil cum 185.00 1444.01 267141 94.164 17420 4.05 749 1374.19 254226 92.51 17114 95.44 17656 103.22 19096 3207.58 593,403 0 0 N

3 PWD PWD BUILDING 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soil cum 26.50 439.61 11650 26.904 713 0.675 18 229.03 6069 13.44 356 95.44 2529 805.10 21,335 0 0 N

4 PWD PWD 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 3116.24 1156125 31.412 11654 528.34 196013 126.565 46956 222.974 82723 74.68 27706 4100.21 1,521,177 0 0 N

5 PWD PWD BUILDING 2015 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). cum 2970.00 451.75 1341706 4.484 13317 0.45 1337 76.42 226974 20.0408 59521 16.67 49510 7.06 20968 576.88 1,713,333 0 0 N

6 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4163.00 1905.47 7932459 23.384 97348 80.23 334015 21.9236 91268 18.14 75517 32.85 136755 2082.00 8,667,361 0 0 N

7 PWD PWD BUILDING 2015 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum. 97.50 1561.61 152257 1561.61 152,257 0 0 N

8 PWD PWD BUILDING 2015 3.4 up to gf slab cum. 97.50 496.75 48433 496.75 48,433 0 0 N

9 PWD PWD BUILDING 2015 3.4 up to ff slab cum. 97.50 993.50 96866 993.50 96,866 0 0 N

10 PWD PWD BUILDING 2015 3.4 up to 2nd f slab cum. 97.50 1490.25 145299 1490.25 145,299 0 0 N

11 PWD PWD BUILDING 2015 3.4 for parapet cum. 97.50 54.40 5304 54.40 5,304 0 0 N

12 PWD PWD BUILDING 2015 3.12.1 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 209601.36 11423274 1870.72 101954 31193.00 1700019 7076.4 385664 4681.2 255125 4725.55 257542 259148.23 14,123,578 0 0 N

13 PWD PWD BUILDING 2015 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 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 2119.38 294594 412.72 57367 196.456 27307 90.56 12588 324.56 45114 3143.67 436,970 0 0 N

14 PWD PWD BUILDING 2015 2.1.5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for Columns, Pillars, Piers and likes- rectangular or square in shape sqm 297.00 2390.40 709949 184.08 54671.76 84.00 24948.00 28.80 8553.60 108.80 32313.60 2796.08 830,436 0 0 N

15 PWD PWD BUILDING 2015 2.1.8 Beams, lintels, cantilevers & walls sqm 202.00 5612.98 1133822 5612.98 1,133,822 0 0 N

16 PWD PWD BUILDING 2015 2.1.13 Providing and fixing form work including centring, shuttering, strutting staging, propping bracing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings sqm 294.00 490.92 144330 182.67 53703.51 4.69 1379 678.28 199,413 0 0 N

17 PWD PWD BUILDING 2015 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235.00 4812.99 1131053 30.84 7247 807.32 189721 100.755 23677 153.70 36120 5905.61 1,387,818 0 0 N

18 PWD PWD BUILDING 2015 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230.00 372.18 85600 80.44 18502.35 452.62 104,103 0 0 N

19 PWD PWD BUILDING 2015 7.5.4 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: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) cum 3263.00 1110.70 3624199 31.81 103797.34 14.37 46881.15 5.11 16673.93 1161.98 3,791,552 0 0 N

20 PWD PWD BUILDING 2015 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 121.00 1110.70 134394 1110.70 134,394 0 0 N

21 PWD PWD BUILDING 2015 7.11.2 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: Cement Mortar 1:4 (1 cement : 4 coarse sand) sqm 382.00 122.16 46665 122.16 46,665 0 0 N

22 PWD PWD 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 11.00 122.16 1344 122.16 1,344 0 0 N

23 PWD PWD BUILDING 2015 11.2.4 Providing and making 12mm thick cement plaster of mix: In cement mortar 1:6 (1 cement : 6 fine sand) sqm 91.50 7958.45 728198 3239.88 296449.02 244.21 22345.47 258.21 23626.22 11700.75 1,070,619 0 0 N

24 PWD PWD BUILDING 2015 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 107.00 7297.44 780827 2944.81 315094.24 275.14 29440.27 175.90 18821.30 536.22 57375.54 11229.51 1,201,558 0 0 N

25 PWD PWD BUILDING 2015 11.1.2 Providing and making 6mm thick cement plaster of mix: 11.1.2 In cement mortar 1:4 (1 cement :4 fine sand) sqm 87.00 504.13 43859 181.72 15809.64 20.81 1810.56 79.97 6957.39 786.63 68,437 0 0 N

26 PWD PWD BUILDING 2015 12.3.2 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. 40 mm thick sqm 254.00 2507.41 636881 2507.41 636,881 0 0 N

27 PWD PWD BUILDING 2015 12.25 Extra for providing and fixing 4mm thick glass strip in joints of Terrazzo floor/ cement concrete floor or like. 12.25.2 40 mm wide sqm 18.00 1188.15 21387 1188.15 21,387 0 0 N

28 PWD PWD BUILDING 2015 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) sqm 897.00 1123.88 1008116 1123.88 1,008,116 0 0 N

29 PWD PWD BUILDING 2015 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.) sqm 990.00 298.76 295770 64.28 63638.19 363.04 359,408 0 0 N

30 PWD PWD BUILDING 2015 12.9.1 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. Size 300x300mm sqm 692.00 175.28 121290 175.28 121,290 0 0 N

31 PWD PWD BUILDING 2015 12.7.1 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. Size upto 200x300mm sqm 587.00 355.10 208441 257.54 151173 42.48 24936 655.11 384,550 0 0 N

32 PWD PWD BUILDING 2015 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).. cum 4073.00 23.52 95811 0.23 922.53 23.75 96,734 0 0 N

33 PWD PWD BUILDING 2015 1.26.1 Carriage by mechanical transport for 5 km lead: Earth cum 111.00 722.00 80142 722.00 80,142 0 0 N

34 PWD PWD BUILDING 2015 3.23.2 Providing and fixing in expansion joint pre moulded cross linked polymer based filler as per IS:1838 (part III) of approved make including cutting to required size and shape etc complete. 25mm thick sqm 1110.00 117.84 130802 117.84 130,802 0 0 N

35 PWD PWD BUILDING 2015 3.20 Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment . sqm 1397.00 98.78 137989 98.78 137,989 0 0 N

36 PWD PWD BUILDING 2015 9.16.2 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. Angle-iron frames kg 73.50 5577.53 409948 184.50 13561 69.53 5110 5831.55 428,619 0 0 N

37 PWD PWD 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 75.00 110.00 8250 132.00 9900 242.00 18,150 0 0 N

38 PWD PWD BUILDING 2015 8.52.1 Providing, and fixing M.S. round and square bars with MS flat of required pattern in wooden frames for windows & clerestory windows including applying a priming coat of red oxide zinc chromate primer, welding etc complete Plain grill kg 68.00 5991.30 407408 5991.30 407,408 0 0 N

39 PWD PWD BUILDING 2015 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf) sqm 2005.00 363.83 729469 83.16 166735.80 14.52 29112.60 5.60 11228.00 467.11 936,546 0 0 N

40 PWD PWD BUILDING 2015 8.112.1 Providing and fixing powder coated M.S. sliding door bolts with bolts, nuts and necessary iron screws: 300x16mm each 135.00 100.00 13500 100.00 13,500 0 0 N

42 PWD PWD BUILDING 2015 8.115.2 Providing and fixing powder coated M.S. tower bolts (Barrel type) with necessary iron screws: 200 x10mm each 33.50 62.00 2077 62.00 2,077 0 0 N

45 PWD PWD BUILDING 2015 8.116.1 Providing and fixing powder coated M.S. handles with necessary iron screws: 125 mm each 61.50 186.00 11439 186.00 11,439 0 0 N

46 PWD PWD BUILDING 2015 8.73 Providing and fixing powder coated M.S. handles with necessary iron screws: each 73.00 62.00 4526 62.00 4,526 0 0 N

47 PWD PWD 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 3,330.00 20.16 67133 4.41 14685 24.57 81,818 0 0 N

48 PWD PWD BUILDING 2015 9.27.1 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring. 80x1.25mm M.S. Laths sqm 1691.00 34.88 58982 34.88 58,982 0 0 N

49 PWD PWD BUILDING 2015 9.28 Providing and fixing 27.5cm long wire spring for rolling shutters. each 362.00 6.00 2172 6.00 2,172 0 0 N

50 PWD PWD BUILDING 2015 9.29.1 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick sqm 540.00 13.08 7063 13.08 7,063 0 0 N

51 PWD PWD BUILDING 2015 9.30 Providing and fixing ball bearing for rolling shutters. each 423.00 12.00 5076 12.00 5,076 0 0 N

52 PWD PWD BUILDING 2015 14.58 14.58 Providing and applying water proofing cement paint mimimum 2 coats applied @ 3.84 kg/10 sqm up to required finish as per relevant I.S. code 5410:2013 of required shade (product such as Snowcem plus, J.K. Shri Cement paints , century Cement Paints, Apex paints ,Maxcoat cement paint) with all tool tackles and labour etc. complete for the work . sqm 53.00 20068.89 1063651 7932.98 420448 189.47 10042 175.90 9323 536.22 28420 28903.45 1,531,883 0 0 N

53 PWD PWD BUILDING 2015 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ lOSqiu as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. Sqm 86.00 20068.89 1725924 7932.98 682236 442.7565 38077 338.18 29083 28782.80 2,475,321 0 0 N

54 PWD PWD BUILDING 2015 14.59 Providing and applying Polvmaric cement primer on all surface applied (a). 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / 110 ) with all tool tackles and labour etc. complete for the work . sqm 29.00 20068.89 581998 7932.98 230056.42 442.76 12839.94 338.18 9807.22 28782.80 834,701 0 0 N

55 PWD PWD BUILDING 2015 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant LS. Code 15489:2013 Tvne -1 Class D & C (Glossv and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus 130/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty). 1 sqm 74.00 12771.44 945087 5958.23 440909.02 442.76 32763.98 338.18 25025.32 19510.61 1,443,785 0 0 N

56 PWD PWD BUILDING 2015 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / lOSqm up to final finish as per relevant I.S. Code 15489:2013 Tvpe -2 Class D.C f Glossv /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty) sqm 70.00 7297.44 510821 1974.76 138233 189.47 13263 175.90 12313 9637.57 674,630 0 0 N

57 PWD PWD BUILDING 2015 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent LS. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. sqm 120.00 735.88 88305 137.87 16544 44.20 5304 46.73 5608 13.5 1620 978.17 117,380 0 0 N

58 PWD PWD BUILDING 2015 12.79.1 Providing and laying DOUBLE/ MULTI CHARGE (minimum 2.0mm thick layer) VITRIFIED floor tiles with water absorption less than 0.05% and conforming to lS : 15622-2017 of 1st quality of approved make in all colours and shades and size mentioned below (+/- l0mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 12.79.1 Size 600x600mm thickness 9 to l0mm sqm 1082.00 3684.45 3986575 808.59 874891.13 100.51 108746.41 58.66 63470.12 4652.20 5,033,683 0 0 N

59 PWD PWD 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 : 18.1.3 White Orissa pattern W.C. pan of size 580x440 mm each 2899.00 18.00 52182.00 5.00 14495.00 4.00 11596.00 27.00 78,273 0 0 N

60 PWD PWD 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 : 18.17.2 White Size 550x400 mm each 1408.00 12.00 16896.00 4.00 5632.00 16.00 22,528 0 0 N

61 PWD PWD BUILDING 2015 19.7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete: 19.7.1 15 mm dia. nominal bore metre 149.00 70.00 10430.00 60.00 8940.00 130.00 19,370 0 0 N

62 PWD PWD BUILDING 2015 19.7.2 20 mm dia. nominal bore metre 185.00 180.00 33300.00 180.00 33,300 0 0 N

63 PWD PWD BUILDING 2015 19.7.3 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete: 19.7.3 25 mm dia. nominal bore metre 258.00 400.00 103200.00 50.00 12900.00 45.00 11610.00 495.00 127,710 0 0 N

64 PWD PWD BUILDING 2015 19.7.5 40 mm dia. nominal bore metre 364.00 140.00 50960.00 140.00 50,960 0 0 N

65 PWD PWD BUILDING 2015 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.2 20 mm dia. nominal bore metre 159.00 60.00 9540.00 60.00 9,540 0 0 N

66 PWD PWD BUILDING 2015 19.9.3 25 mm dia. nominal bore metre 222.00 130.00 28860.00 40.00 8880.00 170.00 37,740 0 0 N

67 PWD PWD BUILDING 2015 19.13.2 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 19.13.2 Bib cock (350 grams) each 237.00 60.00 14220.00 6.00 1422.00 66.00 15,642 0 0 N

68 PWD PWD BUILDING 2015 19.13.3 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 8.00 1896.00 26.00 6,162 0 0 N

69 PWD PWD 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 lit. 7.30 6000.00 43800.00 10000.00 73000.00 2000.00 14600.00 18000.00 131,400 0 0 N

70 PWD PWD BUILDING 2015 20.1.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 20.1.1 100mm diameter metre 162.00 55.00 8910.00 100.00 16200.00 40.00 6480.00 195.00 31,590 0 0 N

71 PWD PWD BUILDING 2015 20.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design: 100 mm diameter S.W. pipe metre 357.00 55.00 19635.00 100.00 35700.00 40.00 14280.00 195.00 69,615 0 0 N

72 PWD PWD BUILDING 2015 20.3.2 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2, water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 20.3.2 150 x 100 mm size P type. each 1397.00 15.00 20955.00 6.00 8382.00 21.00 29,337 0 0 N

73 PWD PWD BUILDING 2015 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 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 6703.00 5.00 33515.00 2.00 13406.00 7.00 46,921 0 0 N

74 PWD PWD BUILDING 2015 20.28 Providing and constructing brick masonry chamber for underground pipe and and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.28.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : each 4357.00 8.00 34856.00 8.00 34,856 0 0 N

75 PWD PWD BUILDING 2015 18.76.1 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. 18.76.1 75 mm dia pipe. metre 182.00 50.00 9100.00 80.00 14560.00 315.60 57439.20 445.60 81,099 0 0 N

76 PWD PWD BUILDING 2015 18.76.2 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. 18.76.2, 110 mm dia pipe. metre 267.00 400.00 106800.00 27.00 7209.00 80.00 21360.00 60.00 16020.00 567.00 151,389 0 0 N

77 PWD PWD 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 2.00 3418.00 10.00 17090.00 2.00 3418.00 14.00 23,926 0 0 N

78 PWD PWD BUILDING 2015 18.14 Providing and fixing white vitreous china urinal basin as per IS : 2556 complete: 18.14.1 Flat back half stall urinal of size 460x380x250mm each 1183.00 15.00 17745.00 15.00 17,745 0 0 N

79 PWD PWD 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 9.00 18126.00 9.00 18,126 0 0 N

80 PWD PWD BUILDING 2015 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 18.78.2 110 mm each 61.00 200.00 12200.00 50.00 3050.00 250.00 15,250 0 0 N

81 PWD PWD 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° 18.77.1.1, 75 mm each 113.00 10.00 1130.00 60.00 6780.00 70.00 7,910 0 0 N

82 PWD PWD BUILDING 2015 18.77.1.2 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° 18.77.1.2, 110 mm each 154.00 140.00 21560.00 12.00 1848.00 60.00 9240.00 212.00 32,648 0 0 N

84 PWD PWD BUILDING 2015 18.77.5 "P" trap 110mmx110mm long each 227.00 18.00 4086.00 18.00 4,086 0 0 N

86 PWD PWD BUILDING 2015 18.77.8 Plain reducing Tee 110x75mm each 129.00 10.00 1290.00 10.00 1,290 0 0 N

87 PWD PWD BUILDING 2015 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 228.00 154.14 35143.92 154.14 35,144 0 0 N

88 PWD PWD BUILDING 2015 11.2.1 Providing and making 12mm thick cement plaster of mix: 11.2.1 In cement Mortar 1:3 (1 cement : 3 fine sand) sqm 115.00 91.24 10492.60 35.04 4029.60 126.28 14,522 0 0 N

89 PWD PWD BUILDING 2015 11.5 Neat Cement punning. sqm 33.00 91.24 3010.92 39.60 1306.80 130.84 4,318 0 0 N

90 PWD PWD 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 2.00 3004.00 3.00 4,506 0 0 N

91 PWD PWD BUILDING 2015 21.2.1.3 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 beyond 90 metre & upto 150 metre depth below ground level. 21.2.1 All types of soil 21.2.1.3 150 mm dia. Rm 371.00 42.00 15582.00 42.00 15,582 0 0 N

92 PWD PWD BUILDING 2015 21.2.2.3 21.2 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 beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. Rm 424.00 130.00 55120.00 40.00 16960.00 170.00 72,080 0 0 N

93 PWD PWD BUILDING 2015 21.5.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia Rm 1304.00 55.00 71720.00 55.00 71,720 0 0 N

94 PWD PWD BUILDING 2015 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: 21.11.3, 150mm dia each 217.00 1.00 217.00 1.00 217.00 2.00 434 0 0 N

95 PWD PWD BUILDING 2015 20.5 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 : 20.5.2, 150 mm dia. R.C.C. Pipe METRE 353.00 90.00 31770.00 90.00 31,770 0 0 N

96 PWD PWD BUILDING 2015 19.51 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 fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 4356.00 4.00 17424.00 4.00 17,424 0 0 N

97 PWD PWD BUILDING 2015 21.1.1.4 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. 4, All types of soil METRE 371.00 20.00 7420.00 20.00 7,420 0 0 N

98 PWD PWD BUILDING 2015 21.1.4 Rocky strata including Boulders. 21.1.4, 200 mm dia METRE 457.00 0.50 228.50 20.00 9140.00 20.50 9,369 0 0 N

99 PWD PWD BUILDING 2015 21.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge. 21.4.4, 200 mm nominal size dia. METRE 979.00 20.00 19580.00 20.00 19,580 0 0 N

100 PWD PWD 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 1.00 18.50 1001.00 18,519 0 0 N

101 PWD PWD 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 2.00 1288.00 2.00 1288.00 4.00 2,576 0 0 N

102 PWD PWD ROAD 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits/ Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 223.00 392.32 87487.36 392.32 87,487 0 0 N

103 PWD PWD ROAD 2015 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material Cum 1372.00 214.58 294403.76 214.58 294,404 0 0 N

104 PWD PWD ROAD 2015 4.13 Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. B-With smooth wheeled roller Cum 277.00 78.03 21614.31 78.03 21,614 0 0 N

105 PWD PWD ROAD 2015 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 Cum 2789.00 95.37 265986.93 95.37 265,987 0 0 N

106 PWD PWD ROAD 2015 6.7 Added No.1 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & logitudinal joints as per design and as per IRC-62-2014, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for pavment thickness less than 200mm in Low Volume Roads. PCC Grade M30 with minimum Cement Content @ 375kg/cum. Cum 4391.00 190.74 837539.34 190.74 837,539 0 0 N

107 PWD PWD ROAD 2015 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. (i) Single row for one utility service Meter 553.00 47.50 26267.50 47.50 26,268 0 0 N

108 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: GROUND FLOOR Cum 4260.50 87.10 371075.19 87.10 371,075 0 0 N

109 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: FIRST FLOOR Cum 4358.00 76.67 334149.61 76.67 334,150 0 0 N

110 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: SECOND FLOOR Cum 4455.50 61.29 273070.24 61.29 273,070 0 0 N

111 PWD PWD BUILDING 2015 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: THIRD FLOOR Cum 4553.00 9.27 42225.43 9.27 42,225 0 0 N

113 PWD PWD BUILDING 2015 2.1.5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: ( First floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 163.61 48591.58 163.61 48,592 0 0 N

114 PWD PWD BUILDING 2015 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured)( Second floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 132.21 39266.37 132.21 39,266 0 0 N

115 PWD PWD BUILDING 2015 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured) ( Third floor ) 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 297.00 48.57 14425.29 48.57 14,425 0 0 N

116 PWD PWD BUILDING 2015 2.1.8 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.2 Extra for additional height every 1m or part thereof where height of staging for form work exceeds 4.0 metre with adequate bracing, propping etc at all levels, for suspended floor, roof, landing, beam and balcony. (only plan area is to be measured) ( Third floor )+ 2.1.8-- Beams, lintels, cantilevers & walls lift 2 sqm 81.00 96.31 7801.27 96.31 7,801 0 0 N

117 PWD PWD BUILDING 2015 lift 3 lift 3 sqm 121.50 201.58 24492.21 201.58 24,492 0 0 N

118 PWD PWD BUILDING 2015 lift 5 lift 5 sqm 202.50 79.25 16048.94 79.25 16,049 0 0 N

119 PWD PWD BUILDING 2015 lift 6 lift 6 sqm 243.00 194.85 47349.52 194.85 47,350 0 0 N

120 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 15.40 4989.60 15.40 4,990 0 0 N

121 PWD PWD BUILDING 2015 2.1.13 2.1.13- Weather shade, chhajja, Cornices and mouldings lift 2 sqm 81.00 59.47 4817.23 59.47 4,817 0 0 N

122 PWD PWD BUILDING 2015 lift 5 lift 5 sqm 202.50 53.17 10767.33 53.17 10,767 0 0 N

123 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 0.95 306.18 0.95 306 0 0 N

124 PWD PWD BUILDING 2015 2.1.7 2.1.7- Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) lift 3 sqm 121.50 273.60 33242.04 273.60 33,242 0 0 N

125 PWD PWD BUILDING 2015 lift 6 lift 6 sqm 243.00 193.19 46945.17 193.19 46,945 0 0 N

126 PWD PWD BUILDING 2015 lift 8 lift 8 sqm 324.00 14.40 4665.60 14.40 4,666 0 0 N

127 PWD PWD BUILDING 2015 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings lift 1 sqm 40.50 15.81 640.20 15.81 640 0 0 N

128 PWD PWD BUILDING 2015 lift 2 lift 2 sqm 81.00 11.01 891.61 11.01 892 0 0 N

129 PWD PWD BUILDING 2015 lift 4 lift 4 sqm 162.00 15.81 2560.82 15.81 2,561 0 0 N

130 PWD PWD BUILDING 2015 lift 6 lift 6 sqm 243.00 11.01 2674.82 11.01 2,675 0 0 N

131 PWD PWD BUILDING 2015 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. Cum 65.00 420.52 27333.83 70.91 4609.15 491.43 31,943 0 0 N

132 PWD PWD BUILDING 2015 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. Cum 4237.00 2.55 10819.18 0.91 3868.80 3.47 14,688 0 0 N

133 PWD PWD BUILDING 2015 3.15 Applying a coat of hot bitumen VG-10 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Sqm 93.50 51.00 4768.50 18.26 1707.50 69.26 6,476 0 0 N

134 PWD PWD BUILDING 2015 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation: i) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Sqm 182.00 22.26 4051.32 22.26 4,051 0 0 N

135 PWD PWD BUILDING 2015 13.24 Providing and fixing one side polished 25 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete. 13.25 Both side polished Sqm 414.00 135.06 55914.84 15.68 6491.52 150.74 62,406 0 0 N

136 PWD PWD 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) 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: (Ground Floor) Cum 3384.00 80.49 272374.10 80.49 272,374 0 0 N

137 PWD PWD 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) 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: ( First floor ) Cum 3505.00 69.89 244978.47 69.89 244,978 0 0 N

138 PWD PWD 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) 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: (Second floor ) Cum 3626.00 61.28 222204.91 61.28 222,205 0 0 N

139 PWD PWD 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) 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: (third floor ) cum 3747.00 5.59 20930.74 5.59 20,931 0 0 N

140 PWD PWD BUILDING 2015 7.11 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: Ground floor Sqm 393.00 184.88 72655.88 184.88 72,656 0 0 N

141 PWD PWD 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) 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: first floor sqm 404.00 272.07 109916.28 272.07 109,916 0 0 N

142 PWD PWD 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) 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: second floor sqm 415.00 112.23 46575.45 112.23 46,575 0 0 N

143 PWD PWD 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 62.50 569.17 35573.44 101.76 6360.00 670.94 41,933 0 0 N

144 PWD PWD BUILDING 2015 8.15 Extra for double leaf shutter instead of single leaf. Sqm 52.00 17.95 933.66 17.95 934 0 0 N

145 PWD PWD BUILDING 2015 8.94 Providing and fixing M.S. bright finished or black enameled Butt hinges IS: 1341 marked with necessary iron screws: 8.94.1 125x65x2.12mm Each 30.00 144.00 4320.00 144.00 4,320 0 0 N

146 PWD PWD BUILDING 2015 8.99 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws: 8.99.1 300x16mm Each 77.50 80.00 6200.00 80.00 6,200 0 0 N

147 PWD PWD BUILDING 2015 8.1 Providing and fixing M.S. bright finished or black enameled door latch with necessary iron screws: 8.100.2 250x20x6mm Each 50.50 40.00 2020.00 40.00 2,020 0 0 N

148 PWD PWD BUILDING 2015 8.102 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws: 8.102.1 250 mm Each 34.50 40.00 1380.00 40.00 1,380 0 0 N

149 PWD PWD BUILDING 2015 8.103 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws: 8.103.1 125 mm Each 51.00 96.00 4896.00 96.00 4,896 0 0 N

150 PWD PWD BUILDING 2015 8.106 Providing and fixing MS bright finished single hanging door stopper with necessary MS steel screws complete. Each 12.50 48.00 600.00 48.00 600 0 0 N

151 PWD PWD BUILDING 2015 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. Metre 346.00 84.15 29115.90 84.15 29,116 0 0 N

152 PWD PWD BUILDING 2015 8.152 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C'channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter). 8.152.2 Both side Pre-laminated panel PVC door shutter Sqm 2832.00 26.78 75826.80 26.78 75,827 0 0 N

153 PWD PWD BUILDING 2015 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. Kg 67.50 2098.05 141618.38 2098.05 141,618 0 0 N

154 PWD PWD BUILDING 2015 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 8.1.2 Sal, bijasal, benteak, khair, haldu cum 61051.00 2.95 180134.64 0.05 3296.75 3.00 183,431 0 0 N

155 PWD PWD BUILDING 2015 9.33 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. Sqm 569.00 137.87 78445.19 137.87 78,445 0 0 N

156 PWD PWD BUILDING 2015 9.47.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grad AC-15. (Glazing to be paid for separately: 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately). kg 338.00 1051.56 355427.28 45.38 15338.44 1096.94 370,766 0 0 N

158 PWD PWD BUILDING 2015 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): 9.51.1 With float glass panes of 4 mm thickness Sqm 611.00 131.45 80312.90 131.45 80,313 0 0 N

159 PWD PWD BUILDING 2015 9.49 Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized. KG 34.50 1840.23 63487.94 1840.23 63,488 0 0 N

160 PWD PWD BUILDING 2015 9.36 Providing and fixing approved pipe hand rail to walls (ramps, stair cases) including cutting chases and repairing the same to original condition, applying a priming coat of red oxide zinc chromate primer. 9.36.1 M.S Pipe KG 71.00 60.00 4260.00 60.00 4,260 0 0 N

161 PWD PWD BUILDING 2015 11.31 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.31.2 Sunk Bands Metre 2.60 300.00 780.00 300.00 780 0 0 N

162 PWD PWD BUILDING 2015 11.31.3 Raised Band Metre 3.00 300.00 900.00 300.00 900 0 0 N

163 PWD PWD BUILDING 2015 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. 12.3.2 50 mm thick Sqm 254.00 15.00 3810.00 15.00 3,810 0 0 N

164 PWD PWD BUILDING 2015 12.6 Cement plaster skirting upto 30 cm. height with cement mortar 1:3 (1cement : 3 fine sand) finished with a floating coat of neat cement including rounding of junction with floor. 12.6.1 18 mm thick in two layers of 12mm and 6mm Sqm 200.00 38.25 7650.00 38.25 7,650 0 0 N

165 PWD PWD 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. 12.9.2 Size above 300x300mm Sqm 728.00 51.66 37608.48 51.66 37,608 0 0 N

166 PWD PWD BUILDING 2015 12.51 Extra for nosing in steps and treads of Kota stone slab. Metre 69.50 94.50 6567.75 94.50 6,568 0 0 N

167 PWD PWD BUILDING 2015 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 1.00 2882.00 1.00 2,882 0 0 N

168 PWD PWD BUILDING 2015 18.7 Providing and fixing 10 litre capacity P.V.C. low level flushing cistern conforming to IS : 7231, with all fittings and fixtures complete. 18.7.1 White Each 729.00 5.00 3645.00 5.00 3,645 0 0 N

169 PWD PWD 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 : 18.17.3 White size 450x325 mm Each 1203.00 6.00 7218.00 6.00 7,218 0 0 N

170 PWD PWD BUILDING 2015 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 18.25.2 40 mm dia Each 88.50 7.00 619.50 7.00 620 0 0 N

171 PWD PWD BUILDING 2015 18.27 Providing and fixing cast iron grating for gully trap. 18.27.1 100x100mm square or round Each 30.00 20.00 600.00 20.00 600 0 0 N

172 PWD PWD BUILDING 2015 18.29 29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 599.00 6.00 3594.00 6.00 3,594 0 0 N

173 PWD PWD BUILDING 2015 18.56 Providing and fixing sand cast iron S&S trap of self cleansing design with screwed down or hinged grating with or without vent arm as per IS: 1729 complete, including cost of cutting and making good the walls and floors : 18.56.1 100 mm inlet and 100 mm outlet Each 562.00 10.00 5620.00 10.00 5,620 0 0 N

174 PWD PWD BUILDING 2015 18.56.2 100 mm inlet and 75 mm outlet Each 497.00 10.00 4970.00 10.00 4,970 0 0 N

175 PWD PWD BUILDING 2015 18.77.2 Double "Y" with or without door 18.77.2.1 75 mm Each 129.00 20.00 2580.00 20.00 2,580 0 0 N

177 PWD PWD BUILDING 2015 18.77.3 Vent covel 18.77.3.1 75 mm Each 34.00 10.00 340.00 10.00 340 0 0 N

179 PWD PWD BUILDING 2015 18.77.7 Multi floor trap 110 Each 122.00 6.00 732.00 6.00 732 0 0 N

180 PWD PWD BUILDING 2015 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 18.78.1 75 mm Each 57.00 50.00 2850.00 50.00 2,850 0 0 N

181 PWD PWD BUILDING 2015 19.7.4 32 mm dia. nominal bore Metre 318.00 50.00 15900.00 50.00 15,900 0 0 N

182 PWD PWD BUILDING 2015 19.8 19.8 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete: 19.8.1 15 mm dia nominal bore Metre 188.00 108.00 20304.00 108.00 20,304 0 0 N

183 PWD PWD BUILDING 2015 19.8.3 25 mm dia nominal bore Metre 297.00 90.00 26730.00 90.00 26,730 0 0 N

184 PWD PWD BUILDING 2015 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.4 32 mm dia. nominal bore Metre 272.00 50.00 13600.00 50.00 13,600 0 0 N

185 PWD PWD BUILDING 2015 19.9.5 19.9.5 40 mm dia. nominal bore Metre 308.00 100.00 30800.00 100.00 30,800 0 0 N

186 PWD PWD BUILDING 2015 19.10.1 19.10 Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured) 19.10.1 25 mm nominal bore Each 200.00 25.00 5000.00 18 3600 43.00 8,600 0 0 N

187 PWD PWD BUILDING 2015 19.10.2 32 mm nominal bore Each 224.00 20.00 4480.00 20.00 4,480 0 0 N

188 PWD PWD BUILDING 2015 19.10.3 40 mm nominal bore Each 278.00 18.00 5004.00 18.00 5,004 0 0 N

189 PWD PWD 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: 19.14.1 Bib cock (400 grams) Each 382.00 36.00 13752.00 36.00 13,752 0 0 N

190 PWD PWD BUILDING 2015 19.14.6 Stop cock (concealed) (600 grams) Each 494.00 36.00 17784.00 36.00 17,784 0 0 N

191 PWD PWD BUILDING 2015 19.14.7 Angle valve for basin mixer and geyser points (450 grams Each 382.00 18.00 6876.00 18.00 6,876 0 0 N

192 PWD PWD BUILDING 2015 19.14.12 Bottle trap set with extension pipes Each 473.00 18.00 8514.00 18.00 8,514 0 0 N

193 PWD PWD BUILDING 2015 19.14.14 Soap dish plate Each 163.00 15.00 2445.00 15.00 2,445 0 0 N

194 PWD PWD BUILDING 2015 19.14.15 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: Shower rose (revolving type) (150mm Each 269.00 9.00 2421.00 2 538 11.00 2,959 0 0 N

195 PWD PWD BUILDING 2015 19.14.16 owel rail (600mm long x 20mm dia) Each 338.00 15.00 5070.00 15.00 5,070 0 0 N

196 PWD PWD BUILDING 2015 19.15 Providing and fixing stainless steel drain jali of approved make/quality. Each 51.00 48.00 2448.00 7.00 357 55.00 2,805 0 0 N

197 PWD PWD BUILDING 2015 19.16.1 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 4.00 1744.00 14.00 6,104 0 0 N

198 PWD PWD BUILDING 2015 19.16.2 32 mm nominal bore Each 510.00 6.00 3060.00 6.00 3,060 0 0 N

199 PWD PWD BUILDING 2015 19.16.3 40 mm nominal bore Each 596.00 6.00 3576.00 4 2384 10.00 5,960 0 0 N

200 PWD PWD BUILDING 2015 19.18 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 19.18.3 40 mm nominal bore Each 688.00 2.00 1376.00 5.99 4121 7.99 5,497 0 0 N

201 PWD PWD BUILDING 2015 19.11 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete: 19.11.1 15 mm nominal bore Each 85.00 18.00 1530.00 18.00 1,530 0 0 N

202 PWD PWD BUILDING 2015 19.11.3 25 mm nominal bore Each 117.00 10.00 1170.00 10.00 1,170 0 0 N

203 PWD PWD BUILDING 2015 19.11.4 32 mm nominal Each 148.00 5.00 740.00 5.00 740 0 0 N

204 PWD PWD BUILDING 2015 19.11.5 40 mm nominal bore Each 169.00 5.00 845.00 5.00 845 0 0 N

205 PWD PWD BUILDING 2015 20.1.2 150 mm diameter Metre 262.00 100.00 26200.00 100.00 26,200 0 0 N

206 PWD PWD BUILDING 2015 20.2.2 150 mm diameter S.W. pipe Metre 436.00 100.00 43600.00 100.00 43,600 0 0 N

207 PWD PWD BUILDING 2015 20.27 Providing and constructing brick masonry road gully chamber 110x50x77.5 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design. Each 5213.00 12.00 62556.00 12.00 62,556 0 0 N

208 PWD PWD BUILDING 2015 21.1.1.4 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 All types of soil 200 mm dia Metre 371.00 70.00 25970.00 70.00 25,970 0 0 N

209 PWD PWD BUILDING 2015 21.3.3 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. 150 mm nominal size dia. Metre 540.00 80.00 43200.00 80.00 43,200 0 0 N

210 PWD PWD BUILDING 2015 21.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted 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. 150 mm nominal size dia. Metre 546.00 10.00 5460.00 10.00 5,460 0 0 N

211 PWD PWD BUILDING 2015 21.9 Gravel packing in tube well 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 1048.00 0.18 188.64 0.18 189 0 0 N

212 PWD PWD BUILDING 2015 21.1 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 6.00 3924.00 6.00 3,924 0 0 N

213 PWD PWD BUILDING 2015 21.16 Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS:2062/ 1990 up to date amendments. Metre 275.00 50.00 13750.00 50.00 13,750 0 0 N

214 PWD PWD BUILDING 2015 4.13.2 Grading roof for water proofing treatment with: 4.13.2 Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 4612.00 16.31 75206.62 16.31 75,207 0 0 N

215 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 4260.50 30.71567 130864 30.72 130,864 0 0 N

216 PWD PWD BUILDING 2015 2.1.4 Edge of slab, breaks in floor and walls upto 200mm mt 34.00 53.5 1819 53.50 1,819 0 0 N

217 PWD PWD BUILDING 2015 2.1.13 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like. sqm 184.00 2.78 512 2.78 512 0 0 N

218 PWD PWD BUILDING 2015 7.5.4.6 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: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) cum 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 24.108 81581 32.03 108390 36.24 122636 92.38 312,607 0 0 N

219 PWD PWD BUILDING 2015 7.11.2.12 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. Cement Mortar 1:4 (1 cement : 4 coarse sand) 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 393.00 101.76 39992 14.62 5746 116.38 45,737 0 0 N

220 PWD PWD BUILDING 2015 9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Kg 68.00 689.4 46879 372.6 25337 945 64260 2007.00 136,476 0 0 N

221 PWD PWD BUILDING 2015 8.148.2 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge Extruded section Profile size 42x50 mm. metre mtr 196.00 9.9 1940 9.90 1,940 0 0 N

222 PWD PWD BUILDING 2015 8.149.2 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. 30 mm thick door shutters with styles and rails of size 60x30 mm sqm 2488.00 3.15 7837 3.15 7837 6.30 15,674 0 0 N

223 PWD PWD BUILDING 2015 8.12.2 25 mm. thick (double leaf for cupboard shutters with piano type hinges sqm 1669.00 2.83 4723 2.83 4,723 0 0 N

224 PWD PWD BUILDING 2015 11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand sqm 93.00 15.22 1415 15.22 1,415 0 0 N

225 PWD PWD BUILDING 2015 12.37 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 12.37.3 Dark shade using ordinary cement sqm 518.00 6.06 3139 6.06 3,139 0 0 N

226 PWD PWD BUILDING 2015 12.38 15mm thick Marble stone slab flooring over 18mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including grinding rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above 12.38.5 Udaipur green marble sqm 1497.00 2.93 4386 2.93 4,386 0 0 N

227 PWD PWD BUILDING 2015 12.39.5 15mm thick Marble stone slab in, tread & risers of steps, skirting, dado, walls and pillars on 12mm (average) thick base of cement mortar 1:4 (1cement : 4 coarse sand) and jointed with grey cement slurry including matching pigment, rubbing and polishing etc. complete. (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 M). 12.39.5 Udaipur green marble sqm 1576.00 0.96 1513 2.13 3357 3.09 4,870 0 0 N

228 PWD PWD BUILDING 2015 8.126.2 Providing and fixing powder coated aluminium sliding door bolts with 16mm rod, necessary M.S. nuts bolts and screws etc complete. 8.126.2 250x16mm each 150.00 11 1650 11 1650 22.00 3,300 0 0 N

229 PWD PWD BUILDING 2015 8.127.2 Providing and fixing powder coated aluminium door latch with 12mm rod,necessary M.S. nuts bolts and screws etc complete. 8.127.2 250x12mm each each 54.50 9 491 9 491 18.00 981 0 0 N

230 PWD PWD BUILDING 2015 8.128.2 Providing and fixing powder coated aluminium tower bolts (Barrel type) with necessary M.S. screws etc complete. 8.128.2 200 x10mm each 60.00 10 600 10 600 20.00 1,200 0 0 N

231 PWD PWD BUILDING 2015 8.129 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 8.129.1 150 mm each 32.00 20 640 20.00 640 0 0 N

232 PWD PWD BUILDING 2015 8.13 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. 8.130.2 Double each 38.50 8 308 8.00 308 0 0 N

233 PWD PWD BUILDING 2015 9.37 Providing and fixing M.S. fan clamp/hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop. each 97.00 8 776 8.00 776 0 0 N

234 PWD PWD BUILDING 2015 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): 9.51.2 With float glass panes of 5 mm thickness Sqm 708.00 14.88 10535 15.21 10769 30.09 21,304 0 0 N

235 PWD PWD BUILDING 2015 18.22 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink without drain board 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 : 18.22.1 345x445 mm bowl depth 200 mm. each 6298.00 2 12596 2.00 12,596 0 0 N

236 PWD PWD BUILDING 2015 19.9.1 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete 19.9.1 15 mm dia. nominal bore M 131.00 45 5895 45.00 5,895 0 0 N

237 PWD PWD BUILDING 2015 19.43 Cutting holes more than 20x20 cm and upto 30x30 cm in walls including making good the same No. 125.00 8 1000 8.00 1,000 0 0 N

238 PWD PWD 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 No. 4644.00 2 9288 2.00 9,288 0 0 N

239 PWD PWD BUILDING 2015 19.49 Constructing masonry Chamber 90x90x100 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 100 mm. 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 20 mm 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 No. 8013.00 4 32052 4.00 32,052 0 0 N

240 PWD PWD BUILDING 2015 18.77.1 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 18.77.2.2 110 mm No. 224.00 50 11200 50.00 11,200 0 0 N

241 PWD PWD BUILDING 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. 1.6.1 All types of soils m3 26.50 3.6 95 3.60 95 0 0 N

242 PWD PWD 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. M3 371.00 2.4 890 2.40 890 0 0 N

243 PWD PWD BUILDING 2015 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.3 - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). M3 2970.00 2.13 6326 2.13 6,326 0 0 N

244 PWD PWD BUILDING 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). m3 4163.00 6.35 26435 6.35 26,435 0 0 N

245 PWD PWD BUILDING 2015 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. M3 65.00 2.77 180 2.77 180 0 0 N

246 PWD PWD BUILDING 2015 11.5 Neat Cement punning M2 33.00 35.04 1156 35.04 1,156 0 0 N

247 PWD PWD BUILDING 2015 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer kg 43.50 8.64 376 8.64 376 0 0 N

248 PWD PWD BUILDING 2015 1.11.1 Open timbering in foundation trenches including strutting and shoring complete (measurements to be taken of the face area timbered.) 1.11.1 Depth not exceeding 1.5 M. Sqm 178.00 25.2 4486 25.20 4,486 0 0 N

249 PWD PWD BUILDING 2015 20.14 Supplying and fixing C.I. cover without frame for manholes : 20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. each 1222.00 1 1222 1.00 1,222 0 0 N

250 PWD PWD BUILDING 2015 20.11 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: 20.11.1 With 20x20 mm square bar each 168.00 each 168.00 5 840 5.00 840 0 0 N

251 PWD PWD BUILDING 2015 3.2.4 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1- 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 3.4 - Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 4260.50 20.87 88917 6.53 27821 27.40 116,738 0 0 N

252 PWD PWD BUILDING 2015 12.7.2 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. 12.7.2 Size above 200x300mm sqm 646.00 33.06 21357 33.06 21,357 0 0 N

253 PWD PWD BUILDING 2015 8.129.1 Providing and fixing powder coated aluminium door handles 2.5mm thick with necessary M.S. screws etc complete. 8.129.1 150 mm each 32.00 20 640 20.00 640 0 0 N

254 PWD PWD BUILDING 2015 8.130.2 8.130 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. 8.130.2 Double each 38.50 8 308 8.00 308 0 0 N

255 PWD PWD BUILDING 2015 11.32.2 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.32.2 Sunk Bands metre 3.00 Rm 3.00 805.39 2416 805.39 2,416 0 0 N

256 PWD PWD BUILDING 2015 18.76.3 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. 18.76.3 150 mm dia pipe Rm 440.00 42.39 18652 42.39 18,652 0 0 N

257 PWD PWD BUILDING 2015 3.21.2 Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints, including cost of primer, sealing compound all complete. 3.21.2 25mm thick sqm 768.00 3.89 2988 3.89 2,988 0 0 N

258 PWD ELECT 2020 1.7.1 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Short Point Point 266.00 142 37772.00 0 0 N 142 37,772 0 0 N

261 PWD ELECT 2020 1.8 Wiring for twin control light point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 420.00 36 15120.00 0 0 N 36 15,120 0 0 N

262 PWD ELECT 2020 1.9 Extra for providing and fixing light plug point on board in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) point wiring with modular type 3 pin 5/6 amp socket outlet and 5/6 amp switch including cost of base and cover plate and G. I. box etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 216.00 193 41688.00 0 0 N 193 41,688 0 0 N

263 PWD ELECT 2020 1.10.3 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 6 Amp switch and 3 pin 6 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Long Point Point 922.00 16 14752.00 0 0 N 16 14,752 0 0 N

264 PWD ELECT 2020 1.10.4 Extra Long Point I Point 1302.00 28 36456.00 0 0 N 28 36,456 0 0 N

265 PWD ELECT 2020 1.10.5 Extra Long Point II Point 1657.00 44 72908.00 0 0 N 44 72,908 0 0 N

266 PWD ELECT 2020 1.10.6 Extra Long Point III Point 1995.00 52 103740.00 0 0 N 52 103,740 0 0 N

267 PWD ELECT 2020 1.11.3 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 16 Amp switch and 6 pin 16 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Long Point Point 1350.00 8 10800.00 0 0 N 8 10,800 0 0 N

268 PWD ELECT 2020 1.11.4 Extra Long Point I Point 1807.00 12 21684.00 0 0 N 12 21,684 0 0 N

269 PWD ELECT 2020 1.11.5 Extra Long Point II Point 2315.00 14 32410.00 0 0 N 14 32,410 0 0 N

270 PWD ELECT 2020 1.11.6 Extra Long Point III Point 2825.00 18 50850.00 0 0 N 18 50,850 0 0 N

271 PWD ELECT 2020 1.13.1 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 3 X 1.5 sq. mm in 20mm conduit Metre 92.00 1250 115000.00 0 0 N 1250 115,000 0 0 N

275 PWD ELECT 2020 1.13.6 3 X 4 sq. mm in 25mm conduit Metre 145.00 240 34800.00 0 0 N 240 34,800 0 0 N

278 PWD ELECT 2020 5.4.4 Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. 15/16 amp switch Each 89.00 140 12460.00 0 0 N 140 12,460 0 0 N

279 PWD ELECT 2020 5.4.6 6 pin 15/16 amp socket outlet Each 120.00 140 16800.00 0 0 N 140 16,800 0 0 N

280 PWD ELECT 2020 5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 223.00 247 55081.00 0 0 N 247 55,081 0 0 N

281 PWD ELECT 2020 5.4.22 Batten/ angle holder Each 41.00 106 4346.00 0 0 N 106 4,346 0 0 N

282 PWD ELECT 2020 5.4.23 Blanking plate Each 28.00 120 3360.00 0 0 N 120 3,360 0 0 N

283 PWD ELECT 2020 5.6 Providing and fixing composite unit for computer points having modular type 1 No 6 pin 16 amp socket outlet, 1 No 16 amp switch, 3 Nos 3 pin 6 amp socket outlets, 3 Nos 6 amp switches, suitable G.I. box, base and cover plates, earthing the sockets and switch box including etc. as per specification. Each 816.00 69 56304.00 0 0 N 69 56,304 0 0 N

284 PWD ELECT 2020 5.10 Providing and fixing fan hook made of 12mm dia steel bar in existing ceiling slab including cutting of roof, fixing hook above reinforcement on both side, repairing with cement mortar 1:2 (1 cement : 2 sand) etc. as per specification. Each 109.00 247 26923.00 0 0 N 247 26,923 0 0 N

285 PWD ELECT 2020 6.11.3 Supplying and fixing following sizes of down rod of 15/20mm dia M.S. pipe of thickness 2 mm to ceiling fan including painting with matching colour etc. as per specification. 90 cm long Each 58.00 247 14326.00 0 0 N 247 14,326 0 0 N

286 PWD ELECT 2020 6.1.3 Supplying, installation, testing and commissioning of following sizes ceiling fan including wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, earthing etc. complete as required. P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS: 374:2019 including all amendments. 1200 mm sweep Each 1697.00 247 419159.00 0 0 N 247 419,159 0 0 N

287 PWD ELECT 2020 6.7 Supplying, installation, testing and commissioning of 250/ 300 mm sweep 1400 rpm medium duty (continuous running) exhaust fan in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9 Each 1334.00 54 72036.00 0 0 N 54 72,036 0 0 N

288 PWD ELECT 2020 6.17.5 Supplying, fixing, testing and commissioning of following LED lamps with inbuilt electronic driver heat sink and all other accessories in existing holder/ luminaries as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 12 Watt Each 215.00 106 22790.00 0 0 N 106 22,790 0 0 N

289 PWD ELECT 2020 6.15.6 Supplying, installation, testing and commissioning of following LED fitting (luminaries) Panel Light in round/ square shape complete with electronic driver heat sink capacitor and all other accessories on surface/ in false ceiling etc. as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 18/20 Watt Each 868.00 336 291648.00 0 0 N 336 291,648 0 0 N

290 PWD ELECT 2020 6.19.3 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 18/20 watt {4 feet} Each 443.00 749 331807.00 0 0 N 749 331,807 0 0 N

291 PWD ELECT 2020 6.28.6 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 45 watt Each 2729.00 9 24561.00 0 0 N 9 24,561 0 0 N

293 PWD ELECT 2020 7.1 Supplying and fixing wall/ floor mounted metal board of welded construction, fabricated with minimum 50mmX 50mm X 6mm angle iron frame work, with horizontal and vertical intermediate members of suitable angle/flat iron for mounting of switch gears including painting etc. as per specification. sqm 3025.00 30 90750.00 0 0 N 30 90,750 0 0 N

294 PWD ELECT 2020 7.6.7 Supplying and fixing metal clad busbar chamber made of 2.0 mm thick CRCA MS powder coated sheet with 4 strip aluminium alloy or wrought aluminium busbars of following capacity and length, complete with all accessories, including earthing the body etc. as per specification. 200 amps x 900mm long Each 3532.00 9 31788.00 0 0 N 9 31,788 0 0 N

295 PWD ELECT 2020 7.8.3 Supplying and fixing metal clad busbar chamber made of 2.0 mm thick CRCA MS powder coated sheet with 4 strip copper busbars of following capacity and length, complete with all accessories, including earthing the body etc. as per specification. 100 amps x 600mm long Each 3133.00 1 3133.00 0 0 N 1 3,133 0 0 N

296 PWD ELECT 2020 7.17.2 Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 16 sqmm (63 amp) Each 104.00 120 12480.00 0 0 N 120 12,480 0 0 N

297 PWD ELECT 2020 7.18.1 Providing and making interconnection in cubical panel between BBC and switchgears with following size copper strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral). 20x3mm (100 amps) Each 173.00 120 20760.00 0 0 N 120 20,760 0 0 N

301 PWD ELECT 2020 7.19.3 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Above 450 mm and upto 600 mm deep sqm 8519.00 5 42595.00 0 0 N 5 42,595 0 0 N

303 PWD ELECT 2020 7.20.3 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 300 amp (50x5mm) Metre 1336.00 4 5344.00 0 0 N 4 5,344 0 0 N

306 PWD ELECT 2020 7.11.4 Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately). 100 amps Each 290.00 3 870.00 0 0 N 3 870 0 0 N

308 PWD ELECT 2020 9.1.3 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 25-100A, Adjustable Thermal Release, 18KA Each 2385.00 22 52470.00 0 0 N 22 52,470 0 0 N

309 PWD ELECT 2020 9.1.5 3 pole MCCB, 125A, Adjustable Thermal - Magnetic Release, 25KA Each 5740.00 12 68880.00 0 0 N 12 68,880 0 0 N

310 PWD ELECT 2020 9.1.7 3 pole MCCB, 200A, Adjustable Thermal - Magnetic Release, 25KA Each 9754.00 9 87786.00 0 0 N 9 87,786 0 0 N

311 PWD ELECT 2020 9.1.28 4 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 35KA Each 14106.00 1 14106.00 0 0 N 1 14,106 0 0 N

312 PWD ELECT 2020 9.1.38 4 pole MCCB, 630A, Adjustable Thermal - Magnetic Release, 50KA Each 25643.00 1 25643.00 0 0 N 1 25,643 0 0 N

313 PWD ELECT 2020 9.2.6 Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) 8 way, Double door Each 946.00 1 946.00 0 0 N 1 946 0 0 N

314 PWD ELECT 2020 9.4.5 Supplying and fixing on surface/ recess horizontal type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) 6 way Double door Each 2038.00 6 12228.00 0 0 N 6 12,228 0 0 N

315 PWD ELECT 2020 9.4.6 8 way Double door Each 2547.00 28 71316.00 0 0 N 28 71,316 0 0 N

316 PWD ELECT 2020 9.10.1 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 151.00 716 108116.00 0 0 N 716 108,116 0 0 N

317 PWD ELECT 2020 9.11.2 Supplying and fixing SP MCB, 240 volts, 'C' curve, suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 148.00 40 5920.00 0 0 N 40 5,920 0 0 N

318 PWD ELECT 2020 9.12.3 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 40 amps Each 645.00 1 645.00 0 0 N 1 645 0 0 N

319 PWD ELECT 2020 9.16.3 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 40 amps Each 1275.00 13 16575.00 0 0 N 13 16,575 0 0 N

320 PWD ELECT 2020 9.17.5 Supplying and fixing TP&N MCB, 440 volts, 'D' curve, suitable for inductive/ motor load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 1326.00 20 26520.00 0 0 N 20 26,520 0 0 N

321 PWD ELECT 2020 9.25.2 Supplying and fixing TPN and earth, 440 volts, industrial type, socket outlet, enclosed metal plug top along with MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as per specification. 32 Amp with “C” curve TP MCB Each 2712.00 54 146448.00 0 0 N 54 146,448 0 0 N

322 PWD ELECT 2020 10.15.4 Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 315/5 amps Each 356.00 3 1068.00 0 0 N 3 1,068 0 0 N

324 PWD ELECT 2020 10.17 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification. Each 94.00 12 1128.00 0 0 N 12 1,128 0 0 N

325 PWD ELECT 2020 10.23 Providing and fixing panel mounting digital type VAF (Volt-amp-frequency combined) Multi Function meter of size 100x100 (NS) in existing cubical panel including connection, testing and commissioning etc. as per specification. Each 1201.00 3 3603.00 0 0 N 3 3,603 0 0 N

326 PWD ELECT 2020 12.19.1 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: With 3 metre long GI Pipes and 50 kg back filling compound. Each 10955.00 30 328650.00 0 0 N 30 328,650 0 0 N

327 PWD ELECT 2020 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 6209.00 8 49672.00 0 0 N 8 49,672 0 0 N

328 PWD ELECT 2020 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification. Metre 77.00 40 3080.00 0 0 N 40 3,080 0 0 N

329 PWD ELECT 2020 12.16 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as per specification. Metre 115.00 580 66700.00 0 0 N 580 66,700 0 0 N

330 PWD ELECT 2020 12.20 Excavation for foundation in soft soil/hard soil including dressing of sides and ramming of bottoms, lifting and getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres Cum 168.00 54 9072.00 0 0 N 54 9,072 0 0 N

331 PWD ELECT 2020 15.1.15 Supplying and laying following sizes one number FRLS PVC insulated/XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 95 sq. mm. Metre 488.00 60 29280.00 0 0 N 60 29,280 0 0 N

334 PWD ELECT 2020 15.2.15 Supplying and laying following sizes additional one number, FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground as in the same trench in one tier horizontal formation at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 95 sq. mm. Metre 431.00 60 25860.00 0 0 N 60 25,860 0 0 N

336 PWD ELECT 2020 15.4.23 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing masonry open duct as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 4 x 16 sq. mm. Metre 94.00 80 7520.00 0 0 N 80 7,520 0 0 N

337 PWD ELECT 2020 15.9.2 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, unarmoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 25x3 mm MS flat clamp and steel dash fastener/ G.I. bolts and nuts as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3.5 x 70 sq. mm. Metre 340.00 860 292400.00 0 0 N 860 292,400 0 0 N

338 PWD ELECT 2020 15.23.16 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. . 3½ X 95 sq. mm (38 mm) Each 256.00 16 4096.00 0 0 N 16 4,096 0 0 N

340 PWD ELECT 2020 15.29.1 Supplying, fixing and cramping suitable size and all type Copper ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 6 sq. mm Each 21.00 84 1764.00 0 0 N 84 1,764 0 0 N

342 PWD ELECT 2020 18.2.3 Supplying and fixing of following sizes powder coated, perforated, M.S. cable trays bends (horizontal) turning at 900 in same plane with perforation not more than 17.5% rigidly jointed with cable tray etc. complete as per specification. 225 mm width X 50 mm depth X 1.6 mm thick Each 671.00 320 214720.00 0 0 N 320 214,720 0 0 N

343 PWD ELECT 2020 18.2.4 300 mm width X 50 mm depth X 1.6 mm thick Each 942.00 455 428610.00 0 0 N 455 428,610 0 0 N

344 PWD ELECT 2020 23.3.4 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification and IS: 694 (2010). Note: submersible Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 3.0 HP, three phase Each 22714.00 2 45428.00 0 0 N 2 45,428 0 0 N

345 PWD ELECT 2020 23.5.5 Supplying and fixing of following sizes 'B' class G I pipe with all necessary Tee's, bends, sockets in the suction/ delivery line including cutting and threading etc. as per specification. 40 mm dia. Metre 311.00 240 74640.00 0 0 N 240 74,640 0 0 N

346 PWD ELECT 2020 23.7.4 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as per specification. 50 mm dia. Each 1058.00 2 2116.00 0 0 N 2 2,116 0 0 N

347 PWD ELECT 2020 23.8.4 Supplying and fixing of following sizes GM non return valve ISI mark in the suction/ delivery line etc. as per specification. 50 mm dia. Each 1246.00 2 2492.00 0 0 N 2 2,492 0 0 N

348 PWD ELECT 2020 23.11 Supply, installation, testing and commissioning of 1-3 HP 1 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A C curve DPMCB 1 No" Each 4030.00 2 8060.00 0 0 N 2 8,060 0 0 N

349 PWD ELECT 2020 23.13 Supplying and fixing 300 mm dia 2 mm thick M.S. sheet cover with 3 cm edge in two past on tube well bore pipe as per specification Each 388.00 4 1552.00 0 0 N 4 1,552 0 0 N

350 PWD ELECT 2020 23.14.3 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification and IS: 694 (2010). Note: Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 3x4.0 sqmm Metre 90.00 360 32400.00 0 0 N 360 32,400 0 0 N

351 PWD ELECT 2020 23.15.3 Supplying and making water proof joint with heat shrinkable joint kit including copper ferrules for following size of 3 core submersible copper conductor cable of 1.1 KV grade as per specification. 3x4.0 sqmm Each 264.00 12 3168.00 0 0 N 12 3,168 0 0 N

352 PWD ELECT 2020 23.16 Supplying and laying of approved make stainless steel wire rope of 6 mm dia for support of submersible pump set complete with tying to pump set and pump holding clamp. Metre 16.00 265 4240.00 0 0 N 265 4,240 0 0 N

Total 44859553 Total 685465 Total 298301 Total 144141 Total 107371 Total 1533299 Total 11845894 Total 1789362 Total 1135020 Total 865682 T. Amount 70,696,638

Sub Engineer Sub Div. Raigarh P.W.D. Raigarh (C.G.) Sub Divisional officer Sub Div. Raigarh P.W.D. Raigarh (C.G.) Executive Engineer Division Raigarh P.W.D. Raigarh (C.G.)

Sub Engineer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.) Sub Divisional officer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.) Executive Engineer E/M Sub Div. Raigarh P.W.D. Raigarh (C.G.)