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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.5 L+₹58,500 (20.0%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.8 L+₹85,500 (29.2%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ROAD INFRASTRUCTURE CONSULTANT L3 | Rooj Consultancy Services L1 | SADHANA CONSULTANT L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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)
ix) Pavement core cutting test (@ 5 km interval)
x) Subgrade CBR test (@ 2 km interval along with validation of past 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 (FWD)
D. Analysis of Data as perrelevent IRC
E. Estimate of Design Traffic as per relevent IRC
F. Overlay Design as per relevent IRC
G. Detailed inventory of road, bridges and structures (9 km)
H.Topographical survey with mobile LiDAR (9 km)
I.Overhead and underground utility survey through JV with concerned
departments of electricity & PHE (9 km)
J. Road safety audit (RSA) of existing road (9 km)
K. Road safety audit (RSA) of existing road during operation (40 km outside project (road)
L. Marking of trees to be felled, separately under social forestry and PWD (9 km) if any
M. Tree Enumeration Report (for PWD & Social Forestry Division) if any
N. Design of Horizontal & vertical alignment of main road and service road (if any)
O. Preparation of DPR 6 copy (soft copy should be submitted) | 9 | KM | 42,000 ₹3,78,000 | 32,500 ₹2,92,500 Lowest | 39,000 ₹3,51,000 |
Tender Value
Refer Docs
EMD Value
₹4,500
Closing Date
12 Aug 2026, 11:30 amClosed
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, widening and strengthening of flexible road pavements using Falling Weight Deflectometer (FWD), Technique for preparation of Derailed Project Report of Guskara-Kashemnagar Road (MDR) from 0.00 kmp to 9.00 kmp under Bhatar......
2026_WBPWD_5017647_1
WBPWDRoadsEEBNHDNIQ13/26-2027
Open Tender
CIVIL WORKS
Item Rate
30 days
BURDWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,500
Yes
24 Aug 2026
30 Jul 2026
14 Aug 2026
30 Jul 2026
12 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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)
ix) Pavement core cutting test (@ 5 km interval)
x) Subgrade CBR test (@ 2 km interval along with validation of past 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 (FWD)
D. Analysis of Data as perrelevent IRC
E. Estimate of Design Traffic as per relevent IRC
F. Overlay Design as per relevent IRC
G. Detailed inventory of road, bridges and structures (9 km)
H.Topographical survey with mobile LiDAR (9 km)
I.Overhead and underground utility survey through JV with concerned
departments of electricity & PHE (9 km)
J. Road safety audit (RSA) of existing road (9 km)
K. Road safety audit (RSA) of existing road during operation (40 km outside project (road)
L. Marking of trees to be felled, separately under social forestry and PWD (9 km) if any
M. Tree Enumeration Report (for PWD & Social Forestry Division) if any
N. Design of Horizontal & vertical alignment of main road and service road (if any)
O. Preparation of DPR 6 copy (soft copy should be submitted) | 9 | KM | - | - |
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