At TPK - Rest Room for Track Machine Siding

88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 53 18.9.1 15 mm nominal dia Pipes Metre 50 221.35 11067.5 54 18.9.3 25 mm nominal dia Pipes Metre 100 370.65 37065 55 18.9.6 50 mm nominal dia Pipes Metre 100 811.85 81185 18.15S BRASS FITTINGS ALIPURDUAR DIVISION-ENGINEERING/N F RLY Providing and fixing brass stop cock of 18.16 approved quality : 56 18.16.1 15 mm nominal bore Each 6 303.85 1823.1 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 57 18.17.1 25 mm nominal bore Each 2 532.35 1064.7 58 18.17.4 50 mm nominal bore Each 2 878.25 1756.5 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 59 18.18.3 25 mm nominal bore Each 1 399.15 399.15 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : 18.21.2 45 cm length 60 18.21.2.1 15 mm nominal bore Each 12 85.2 1022.4 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Litre 3997.25 9.7 38773.33 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 61 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 62 18.49.1 15 mm nominal bore Each 6 434.2 2605.2 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 63 18.53.1 15mm nominal bore Each 12 500.35 6004.2 Total 9341103.29 Schedule Schedule B-CPWD DSR 2021 Item- 1 AT TPK - Provision of Low Level Platform S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 2.8 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 180 286.85 51633 2.27 Supplying and filling in plinth with sand under cum 226 2161.2 488431.2 2 floors, including watering, ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost 4.1 of centering and shuttering - All work up to plinth level : 4.1.2 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) cum 71 7783.65 552639.15 derived from natural sources : 3 graded stone 3 aggregate 20 mm nominal size derived from natural sources) ALIPURDUAR DIVISION-ENGINEERING/N F RLY 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 84 6833.4 574005.6 derived from natural sources : 6 graded stone 4 aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 5 4.3.1 Foundations, footings, bases for columns Sqm 210 307.95 64669.5 4.3.2 Retaining walls, return walls, walls (any Sqm 452 669.55 302636.6 thickness) including attached pilasters, 6 buttresses, plinth and string courses fillets, kerbs and steps etc. 11.0 FLOORING 11.2 Dry brick on edge flooring in required pattern Sqm 452 733.3 331451.6 with bricks of class designation 7.5 on a bed 7 of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. 11.7 Cement concrete pavement with 1:2:4 (1 cum 40 7958.65 318346 cement : 2 coarse sand : 4 graded stone 8 aggregate 20 mm nominal size), including finishing complete. Total 2683812.65 Schedule Schedule C-CPWD DSR 2021 Item- 1 AT TPK-Provision of New Road S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m 2.6 in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 50 205.45 10272.5 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 2 4.3.1 Foundations, footings, bases for columns Sqm 250 307.95 76987.5 11.0 FLOORING 11.7 Cement concrete pavement with 1:2:4 (1 cum 70 7958.65 557105.5 cement : 2 coarse sand : 4 graded stone 3 aggregate 20 mm nominal size), including finishing complete. 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 449.4 180.5 81116.7 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and 4 consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 16.3 Supplying and stacking at site. 5 16.3.1 90 mm to 45 mm size stone aggregate cum 35 1937.6 67816 6 16.3.2 63 mm to 45 mm size stone aggregate cum 25 1624.5 40612.5 ALIPURDUAR DIVISION-ENGINEERING/N F RLY 16.4 Laying, spreading and compacting stone cum 75 865.8 64935 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 7 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . Total 898845.70 Schedule Schedule D-CPWD DSR 2021 Item- 1 AT TPK- Provision f roofing over pathway of track machine siding 25.00 m length S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), 2.8 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 5 286.85 1434.25 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost 4.1 of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 7.5 7365.15 55238.63 derived from natural sources : 4 graded stone 2 aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 50 307.95 15397.5 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) cum 5 8364.2 41821 derived from natural sources: 3 graded stone 4 aggregate 20 mm nominal size derived from natural sources) 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 5.22 position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Kg 700 89.65 62755 5 Fe-500D or more. 10.0 STEEL WORK 10.2 Structural steel work riveted, bolted or Kg 1500 111.95 167925 welded in built up sections, trusses and 6 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 12.0 ROOFING ALIPURDUAR DIVISION-ENGINEERING/N F RLY Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.50 Providing and fixing precoated galvanised Sqm 65 671.55 43650.75 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 7 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.0 FINISHING Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 8 13.63.1 Two or more coats on new work Sqm 60 121.45 7287 Total 395509.13