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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.8 Cr+₹84.8 L (42.4%)Rejected-Finance | ₹2.8 Cr+₹84.8 L (42.4%) | L2 | Rejected-Finance Quoted amount is higher than L-1 |
| 3 | L3₹3.0 Cr+₹1.0 Cr (51.8%)Rejected-Finance | ₹3.0 Cr+₹1.0 Cr (51.8%) | L3 | Rejected-Finance Quoted amount is higher than L-1 |
| 4 | L4₹3.6 Cr+₹1.6 Cr (78.6%)Rejected-Finance | ₹3.6 Cr+₹1.6 Cr (78.6%) | L4 | Rejected-Finance Quoted amount is higher than L-1 |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
26 Feb 2022, 6:00 pmClosed
AGM(E-C) DEHRADUN AIRPORT
O/o AGM(E-C), DEHRADUN AIRPORT, DEHRADUN UTTARAKHAND
Grade correction for existing runway at Dehradun Airport SH Filling and Consolidation of Earth in Runway Strip to meet DGCA CAR Criteria at Dehradun Airport
2022_AAI_105250_1
AAI/DDN/Runway/ Earth Filling/2022/
Open Tender
Civil Works
Item Rate
120 days
Dehradun Airport
As per NIT
2 documents required · 2 mandatory
₹1,120
₹7.2 L
18 Jan 2024
10 Feb 2022
28 Feb 2022
11 Feb 2022
26 Feb 2022
11 Feb 2022
11 Feb 2022 - 23 Feb 2022
Amount
Supplying and Spreading of suitable earth (i/c royalty and carriage) in required thickness and desired level, spreading suitable earth in layer not exceeding 20cm in depth at Site all complete as per direction and satisfaction of Engineer-In-Charge with unsoaked CBR max 10%. upto 150 mm depth from finished top. (Note*: Aspirant Bidders should do local market survey for determining the rate of suitable soil before entering bid rate.)
Earthwork i/c loading, Carriage, unloading and Spreading of available stacked earth in ( with in AAI premises) required thickness and desired level & Rolling with power roller of minimum 8 Tonnes for banking stacked earth in layer not exceeding 20cm in depth at Site all complete as per direction and satisfaction of Engineer-In-Charge. with minimum CBR value of 15 to 20 % .
Earthwork i/c loading, Carriage, unloading and Spreading of available stacked earth in ( with in AAI premises) required thickness and desired level for banking stacked earth in layer not exceeding 20cm in depth at Site all complete as per direction and satisfaction of Engineer-In-Charge.
Carrying out following Soil investigation test (01) inside operational area of Dehradun Airport after collecting samples from Pit of size 1 m x 1 m at depths of 0.15 m and 0.50 m :- i) Particle Size Analysis ii) Liquid Limit, Plastic Limit, Plasticity index, swell index iii) In-situ density, dry density, Natural moisture content of soil OMC. iv) Water table level v) Soaked(04 days soaking in water) and Unsoaked CBR tests. This item includes all overheads and transportation of Man and Material at site.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.-
SURFACE TECH INDIA PVT LTD
Sh Pawan Kumar
J.P KAPOOR
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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