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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59,400Accepted-AOC 153 1A DIAMOND HARBOUR ROAD KOLKATA 700034 | KOLKATA | KOLKATA | WEST BENGAL | 700034 | L1 | Accepted-AOC L1 | |
| 2 | L2₹74,250+₹14,850 (25.0%)Rejected-Finance | L2 | Rejected-Finance Quoted higher rate | |
| 3 | L3₹84,150+₹24,750 (41.7%)Rejected-Finance | L3 | Rejected-Finance Quoted higher rate | |
| 4 | L4₹99,000+₹39,600 (66.7%)Rejected-Finance 7 SRISTIDHAR DUTTA LANE HATIBAGAN HATIBAGAN KOLKATA WEST BENGAL 700006 | KOLKATA | WEST BENGAL | 700006 | L4 | Rejected-Finance Quoted higher rate |
Tender Value
Refer Docs
EMD Value
₹2,000
Closing Date
12 Jul 2024, 2:00 pmClosed
EXECUTIVE ENGINEER, ASANSOL HIGHWAY DIVISION
World Bank NH Campus (Behind Asansol Girls College), Asansol 713 304
Structural evaluation and strengthening of flexible road pavements using Falling Weight Deflectometer (FWD), Technique for preparation of Derailed Project Report of DVC Feeder Road including Railway Station Link Road from 0.00 kmp to 4.95 kmp
2024_SH_690203_2
WBPWD/Rds/EE/AHD/eNIQ01/24-25
Open Tender
CIVIL WORKS
Item Rate
30 days
ASANSOL
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
31 Jan 2025
7 Jun 2024
15 Jul 2024
7 Jun 2024
12 Jul 2024
7 Jun 2024
Amount
Scope of Work A. Collection of historical data about the pavement. i) Initial pavement design-basis of design, guidelines followed, performance criteria adopted, layer types, layer thickness and properties assigned. ii) Data regarding functional and structural evaluation carried out if the existing surface is an overlay. iii) Laboratory testing results on different materials used (from Deptt.) iv) Internal and external drainage arrangement made v) As construction pavement details (from Deptt.) vi) Maintenance and rehabilitation data such as past distresses, effectiveness of different maintenance and rehabilitation measures undertaken in the past (from Deptt.) vii) Climatic condition data regarding rainfall intensity, temperature, occurrence of floods, overtopping of pavement, high water table etc. viii) Past traffic volume history, axle load spectrum data (from data) B. Pavement condition survey Pavement condition survey shall precede the actual deflection measurement and consists primarily of visual observations supplemented by measurements for estimation of cracking, rutting and other distresses in the pavement. 01 No C. Deflection Measurement as per relevent IRC D. Analysis of Data as perrelevent IRC E. Estimate of Design Traffic as per relevent IRC F. Overlay Design as per relevent IRC G. Preparation of DPR 6 copy (soft copy should be submitted)
Pal Precision Survey
Sircon Engineering Services
CONSTELL CONSULTANTS PVT LTD
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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