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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.3 LAccepted-AOC 220 A P COLONY GAYA BIHAR 800023 | PATNA | BIHAR | 800023 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹77.7 L+₹10.4 L (15.5%)Rejected-Finance | L2 | Rejected-Finance Not L1 bidder | |
| 3 | L3₹1.0 Cr+₹36.4 L (54.1%)Rejected-Finance | L3 | Rejected-Finance Not L1 bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Does not meet the eNIQ parameter |
Tender Value
₹93.2 L
EMD Value
₹1.9 L
Closing Date
16 Nov 2020, 6:00 pmClosed
AGM Engg Civil
LBSI Airport Varanasi
Construction of RESA (CBR value 15 to 20) at 09 side of Runway at LBSI Airport, Varanasi
2020_AAI_61407_1
AAI/VNS/ENGG/RESA-09/eNIT-68
Open Tender
Civil Works
Item Rate
90 days
LBSI Airport Varanasi
Please refer Tender documents.
13 documents required · 13 mandatory
₹1,180
₹1.9 L
14 Dec 2020
4 Nov 2020
19 Nov 2020
4 Nov 2020
16 Nov 2020
4 Nov 2020
4 Nov 2020 - 11 Nov 2020
Amount
Civil Works
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Consolidation of sub grade with power road roller of 8 to 12 tonne capacity dressing to camber and consolidating with road roller including making good the undulations etc.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge : With material conforming to Grade-III (size range 26.5mm to 0.075 mm ) having CBR Value-20
Carriage of materials by mechanical transport including loading,unloading and stacking of Earth for a lead upto 1 km
Spreading of available excavated earth (excluding rock) up to a depth of 200 mm above GSBC etc complete as per the direction of Engineer in Charge.
Providing Engineering Consultancy services for design of mixed proportion to achieve required CBR value 15 to 20 for RESA work in item no. 3 with all relevant calculation sheet and design vetted by IIT/NIT and any other details related to consultancy work i.e. field CBR test report which are essential for successful execution for works etc. complete as per direction and satisfaction of EIC.
JRA INFRASTRUCTURE LIMITED
M/S ALOK SRIVASTAVA
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