Tender For Maintenance Of W/S (R/O Pvc Water Line In Sector - 71 And 72) Noda. (For Two Years) - Earth Work In Excavation By Mechanical Means (Hydraulic Excavater)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm. On , noida-Uttar Pradesh

Tender For Maintenance of W/S (R/O Pvc Water Line In Sector - 71 And 72) Noda. (For Two Years) - Earth work in excavation by mechanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.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. All kinds of soil. (DSR Code No.-2.8.1) AOR 2 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road. (DSR Code No.-15.43.2)AOR 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) 9 250 mm dia(NSI-1.1.06) 10 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) 11 90 mm diaNSI-1.12.01 12 110 mm diaNSI-1.12.02 13 140 mm dia NSI-1.12.03 14 160 mm diaNSI-1.12.04 15 200 mm diaNSI-1.12.05 16 250 mm diaNSI-1.12.06 17 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.) 18 90 mm dia PVC 6 Kg/Cm2 NSI-1.3.01 19 110 mm dia PVC 6 Kg/Cm2NSI-1.3.02 20 140 mm dia PVC 6 Kg/Cm2 NSI-1.3.03 21 160 mm dia PVC 6 Kg/Cm2NSI-1.3.04 22 200 mm dia PVC 6 Kg/Cm2NSI-1.3.05 23 250 mm dia PVC 6 Kg/Cm2NSI-1.3.06 24 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) AOR 25 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) 26 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) 27 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) 28 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)

INR 2124 /-

INR 70100.0 /-

INR 35 Lakhs /-