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Village Development ( R/O Pvc Water Line In Village Sarfabad And Basai ) Noida . ( For Two Years ) , Noida-Uttar Pradesh

New Okhla Industrial Development Authority-NOIDA has published Village Development ( R/O Pvc Water Line In Village Sarfabad And Basai ) Noida . ( For Two Years ) . Submission Date for this Tender is 10-03-2021. Pipe Laying Tenders in Noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

27143823
Village Development ( R/O Pvc Water Line In Village Sarfabad And Basai ) Noida . ( For Two Years )
Open Tender
Indian
Uttar Pradesh
Noida
10-03-2021

Tender Details

Village Development ( R/O Pvc Water Line In Village Sarfabad And Basai ) Noida . ( For Two Years )

Key Value

Document Fees
INR 2124 /-
EMD
INR 74000.0 /-
Tender Value
INR 36.69 Lakhs /-

BOQ Items

Name of work :- Village Development (R/o PVC Water Line in village Sarfabad and Basai) Noida. (For Two Years)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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-16, I.No.-2.8.1/P-76) (TAC) 1817.16 Cum.
2 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-18, I.No.-15.2.1/P-258) 142.9 Cum.
3 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 3.01 90 mm dia (NSI-1.1.01) 180 Rm.
5 3.02 110 mm dia (NSI-1.1.02) 180 Rm.
6 3.03 140 mm dia (NSI-1.1.03) 60 Rm.
7 3.04 160 mm dia (NSI-1.1.04) 75 Rm.
8 3.05 200 mm dia (NSI-1.1.05) 45 Rm.
9 4 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 4.01 250 mm dia (NSI-1.2.03) 60 Rm.
11 5 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)
12 5.01 90 mm dia NSI-1.12.01 120 Job
13 5.02 110 mm dia NSI-1.12.02 120 Job
14 5.03 140 mm dia NSI-1.12.03 40 Job
15 5.04 160 mm dia NSI-1.12.04 50 Job
16 5.05 200 mm dia NSI-1.12.05 30 Job
17 5.06 250 mm dia NSI-1.12.06 40 Job
18 6 Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.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. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-16, I.No.-2.10.1.2/P-77) (TAC) 240 Rm.
19 7 P/L following size of Finolex makes PVC pipes 10 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 7.01 200 mm dia with coupler @ 10 Kgf/Cm2 Pressure with i/c all PVC standerd Specials (NSI-1.4.02) 240 Rm.
21 8 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-16, I.No.-2.25/P-79) (TAC) 1817.16 Cum.
22 9 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-18, I.No.-4.1.8/P-86) 51.22 Cum.
23 10 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-18, I.No.-4.1.3/P-86) 76.82 Cum.
24 11 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. 4053.88 Kg.
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