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Tender for M/O W/S (Repairing Of Pvc Water Line In Noida Stadium Sector-21A) Noida. (For Two Years) - Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) AORRate = AOR rate + 18% GST, Rs.= 136.00 + 24.48 = 160.48 2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR Code No.-15.2.1) AOR Rate = AOR rate + 18% GST, Rs.= 923.42 + 166.22 = 1089.64 3 S/o PVC pipe 6 Kg/Cm2 pressure with required PVC standard special confirming to IS:4985-2000 with latest amendment Make-Finolex Industries Ltd./ Kisan/Supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) 4 90 mm dia (NSI-1.1.01) 5 110 mm dia (NSI-1.1.02) 6 140 mm dia(NSI-1.1.03) 7 160 mm dia(NSI-1.1.04) 8 200 mm dia(NSI-1.1.05) 9 S/o PVC pipe 10 Kg/Cm2 pressure with required PVC standard special confirming to IS:4985-2000 with latest amendment Make-Finolex Industries Ltd./ Kisan/Supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) 10 160 mm dia (NSI-1.2.01) 11 200 mm dia(NSI-1.2.02) 12 Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) 13 90 mm diaNSI-1.12.01 14 110 mm diaNSI-1.12.02 15 140 mm dia NSI-1.12.03 16 160 mm diaNSI-1.12.04 17 200 mm diaNSI-1.12.05 18 250 mm diaNSI-1.12.06 19 P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) 20 90 mm dia PVC 6 Kg/Cm2 NSI-1.3.01 21 110 mm dia PVC 6 Kg/Cm2NSI-1.3.02 22 140 mm dia PVC 6 Kg/Cm2 NSI-1.3.03 23 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR CodeNo.-4.1.8) Rate = AOR rate + 18% GST,Rs.= 5746.88 + 1034.44 = 6781.32 24 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (DSR CodeNo.-4.1.3)Rate = AOR rate + 18% GST, Rs.= 6753.45+1215.62 = 7969.07 25 P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00) 26 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) AORRate = AOR rate + 18% GST, Rs.= 136.00 + 24.48 = 160.48 27 P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic Series 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :- 28 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 29 2- Spindle - Non rising : Stainless Steel AISI 410 30 3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) 31 4- Rivets - Soft annealed bress 32 5- Spindle Nut - Gun metal : IS318 Gr. LTB 2 33 6- Stem seal - Greased Hemp 34 7- Fasteners - Carbon steel 35 8- Flange Drilling - IS 1538 Table 4 & 6 36 9- PN 1.0 37 10- Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug. 38 11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) 39 12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2 40 13- Upto 600 mm dia Mannual Operated & above 600mm Gear box. 41 Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) 42 100 mm diaNSI-1.10.02 43 150 mm diaNSI-1.10.04 44 300 mm diaNSI-1.10.07 45 Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR Code No.-10.25.2)Rate =Rate + 18% GST, Rs.= 92.34 + 16.62 = 108.96 46 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25)Rate = AOR rate + 18% GST, Rs.= 93.00 + 16.74 = 109.74 47 P/F Reflex Valves upto 600mm dia shall conform to IS5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-à-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple Component & Material of construction following below :- 48 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 49 2- Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 50 3- Seat & Face rings - gun metal : IS 318 Gr. LTB 2 51 4- Rivets - Soft annealed bress 52 5- Fasteners - Carbon steel 53 6- Flange Drilling - IS 1538 Table 4 54 7- PN - 1.0 55 8- By - pass arrangement - Optional 56 9- Painting/Coating Inside & Outside epxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) 57 10- Hydro-test Seat: 10/16 Kg/cm2; Body: 15/24 Kg/cm2 Made - Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) 58 150 mm dia NSI-1.11.02 59 Hiring of Welding Set Running Time @ 6 Hrs (NSI-7.8.00) 60 DG set/Generator 50 KVA(NSI-7.6.03)
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