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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC 19 COLLAGE ROAD NABAGRAM HOOGHLY WEST BENGAL 712246 | HOOGHLY | WEST BENGAL | 712246 | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹3.8 L+₹26,200 (7.41%)Rejected-Finance 478 2 SARAT CHATTERJEE ROAD GROUND FLOOR HOWRAH PIN 711103 | HOWRAH | HOWRAH | WEST BENGAL | 711103 | L2 | Rejected-Finance RATE HIGHER THAN L1 | |
| 3 | L3₹3.9 L+₹39,300 (11.1%)Rejected-Finance VILL PO POLBA HOOGHLY 712148 | POLBA | HOOGHLY | WEST BENGAL | 712148 | L3 | Rejected-Finance RATE HIGHER THAN L1 | |
| 4 | Rejected-Technical 153 1A D H ROAD KOLKATA 34 | KOLKATA | KOLKATA | WEST BENGAL | 700034 | - | Rejected-Technical DISQUALIFIED | |
| 5 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED |
Tender Value
Refer Docs
EMD Value
₹4,200
Closing Date
6 Nov 2024, 11:30 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Burdwan North Highway Division
Executive Engineer Burdwan North Highway Division, Aftab Club Court Compound 1st Floor, PO and Dist-Purba Burdwan, Pin-713101
Structural evaluation and strengthening of flexible road pavements using Falling Weight Deflectometer (FWD), Technique for preparation of Derailed Project Report of Monteswar-Dainhat Road (SH-15) from 0.00 kmp to 26.20 km under KHSD (2nd Call)
2024_WBPWD_761572_2
WBPWDRoadsEEBNHDNIQ03/24-2025
Open Tender
CIVIL WORKS
Item Rate
30 days
BURDWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,200
Yes
22 Jan 2025
3 Oct 2024
11 Nov 2024
3 Oct 2024
6 Nov 2024
24 Oct 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)
ROAD INFRASTRUCTURE CONSULTANT (BID ID -5740756)
Pal Precision Survey (BID ID -5731245)
technical_1685668.pdf
PDF • 1.07 MB
techsummary_1685668.pdf
PDF • 0.56 MB
finance_1685668.pdf
PDF • 1.07 MB
BOQ Comparative Chart
xlsx • 0.01 MB
finsummary_1685668.pdf
PDF • 0.75 MB
WO.pdf
PDF • 0.75 MB
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