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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹246 CrAccepted-AOC 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | L1 | Accepted-AOC L1 | |
| 2 | L2₹395.1 Cr+₹149.1 Cr (60.6%)Rejected-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | L2 | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹2.3 Cr
Closing Date
23 Mar 2023, 6:00 pmClosed
SM (ENgg.-C)-ER
Office of ED (Engg.)-ER and NER, 2nd Floor Old R. D. Building, Safdarjung Airport, New Delhi-110003
Widening of Rwy Basic Strip at W Side of Rwy Chg. 80m to 920m incl Slope Stab Measures (Balance Work) of Uphill and Improvement of Storm Water Drainage Sys at Pakyong Airport, Sikkim on design and build basis (EPC) with integrated 10 yr Mtc period
2023_AAI_143295_1
AAI/CHQ/Pakyong/Slop-Stab/2023
Open Tender
Civil Works
EPC Contract
900 days
Pakyong
Please refer Tender Document
19 documents required · 19 mandatory
₹11,800
₹2.3 Cr
Yes
10 Jan 2024
30 Jan 2023
31 Mar 2023
31 Jan 2023
23 Mar 2023
31 Jan 2023
31 Jan 2023 - 9 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site Survey and design
a) Hydrological including Drainage study.
b) Topographical study.
c) Submission of approved Design vetted by IIT/ NIT. | 1 | Job | - | - |
| 2 | Widening of Basic Strip i/c slope stabilization & provision of retaining structure along with associated surface & sub surface drainage water
a) Earth work including slope stabilization
b) Earth work in cutting & provisioning of Soil retaining structure
c) Drainage works on the uphill slopes (sub surface & surface drainage) | 1 | Job | - | - |
| 3 | Improvement of drainage within the basic strip.
a) Scouring, desilting of the existing 03 nos. culverts including repairs/ overhauling to restore the drainage system.
b) Restoration of the blocked 01 no. culvert including necessary repairs and overhauling to restore the drainage system.
c) Construction/ repair of surface drains within the basic strip.
d) Construction of additional culvert if required based on hydrological study & design.
e) Any other additional drainage work required, based on the hydrological study & design for the stability of the subject work for minimum 10 years of maintenance period | 1 | Job | - | - |
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