New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date21 May 2025
Closing DateCancelled
Tender Amount₹ 6,78,24,207
AI Insights
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes completing similar works during the last 7 years. The bidder should have completed: - Three similar completed works each costing not less than 40% of the estimated cost put to tender, which is 27129700.
- Or, two similar completed works each costing not less than 60% of the estimated cost put to tender, which is 40694600.
- Or, one similar completed work costing not less than 80% of the estimated cost put to tender, which is 54259400. The percentage of similar works completed is 40%, 60%, and 80% of the estimated cost put to tender. The estimated cost put to tender is 67824207. For work experience of more than Rs 10 Lakh, the bidder should have experience of having successfully completed works during the last 7 years with the following requirements:
- Three similar completed works costing not less than 40% of the estimated cost put to tender, - Or two similar completed works costing not less than 60% of the estimated cost put to tender, - Or one similar completed work costing not less than 80% of the estimated cost put to tender.
Costs
EMD
₹ 13,56,500Document Cost
₹ 8,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NOIDA_1041289_1Tender No
01/SM-JAL-III/2025-26Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
BOQ Items
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
315
1089
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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. 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 E/I.
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a) Pipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia.
3710
338
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Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329.
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a) 500 mm dia Ductile Iron Class K-9 pipes
3710
14759
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S/F of M.S. specials such as Tee, bend, collars, Tapers, Gap pieces, pipes including flanged ends required painting welding as per site requirement 10 mm thick of MS plate etc.complete in all respect as per direction by the E/I.
28267
75
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Hiring of Diesel Enginr (including cost of Diesel, lubricant & Operator).
280
250
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Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs.
35
1875
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Hiring of Welding Set Running Time @ 6 Hrs.
35
1650
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Hire charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also)
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D G Set / Generator 50 KVA
280
728
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Disposal of building rubbish/malba/ similar unserviceable dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by E/I, beyond 50 m initial lead, for all leads including all lifts involved.
315
142
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Supply and installation of required size steel pie 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receving pit of ruequired size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope.
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a) 500 mm dia MS Pipe
95
21430
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
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As in item 279 above but in proportions of 8:4:1
140
6867
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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level :
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1:11/2:3 (1 Cement : 1 1/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
140
8380
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