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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance 478 2 SARAT CHATTERJEE ROAD GROUND FLOOR HOWRAH PIN 711103 | HOWRAH | HOWRAH | WEST BENGAL | 711103 | L1 | Admitted-Finance | |
| 2 | L2₹2.0 L+₹3,550 (1.81%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹2.5 L+₹49,320 (25.2%)Admitted-Finance 19 COLLAGE ROAD NABAGRAM HOOGHLY WEST BENGAL 712246 | HOOGHLY | WEST BENGAL | 712246 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ROAD INFRASTRUCTURE CONSULTANT L1 | Rooj Consultancy Services L3 | Abhishan Consultancy Services L2 |
|---|---|---|---|---|---|---|
| 1.00 | Classified Traffic volume count survey for 7(seven) continuous days (7 x 24 hours) and submission of reports following latest relevant IRC codes of practice. | 1 | JOB | 50,000 ₹50,000 Lowest | 60,000 ₹60,000 | 65,000 ₹65,000 |
| 2.00 | Pavement crust composition survey by digging of pit in pavement along with report & Geo tags photograph of each pit with chainage details(at least 2(two) nos. of pit for for every 1.00 km length of the road). | 4.29 | KM | 4,000 ₹17,160 Lowest | 6,000 ₹25,740 | 6,000 ₹25,740 |
| 3.00 | Axle Load Survey for continuous 2 (two) days (2 x 24 hours) and submission of report following latest relevant IRC codes of practice. | 1 | KM | 30,000 ₹30,000 Lowest | 35,000 ₹35,000 | 40,000 ₹40,000 |
| 4.00 | Structural evolution of pavements using Falling Weight Deflectometer (FWD) Technique in accordance with IRC : 115-2014. | 4.29 | KM | 15,000 ₹64,350 | 20,000 ₹85,800 | 10,000 ₹42,900 Lowest |
| 5.00 | Sub grade Sub soil investigation in any type of soil including mobilization , boring , relevant field and laboratory testing (as per relevant IS codes of practice and as per direction of Engineer-in-charge) Following tests to be conducted.( at least 2 (two) tests of each type shall be conducted for every 1.00 km length of the road..)
i) Liquid Limit as per IS 2720 (Part – V)
ii) Plastic Limit as per IS 2720 (Part – V)
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV)
v) Determination of Water Content Dry Density relation using heavy compaction as per IS 2720 (Part – VIII).
vi) Laboratory Determination of California Bearing Ratio on Disturbed / Remoulded samples as per IS: 2720, Part XVIII. Soaked
vii) Determination of Free Swell Index of Soil as per IS 2720 (Part– VIII).
viii) Field determination of California Bearing Ratio as per IS 2720 (Part XXXI) | 4.29 | Km | 8,000 ₹34,320 | 9,000 ₹38,610 | 6,000 ₹25,740 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
14 Sept 2026, 12:00 pmClosed
ASSISTANT ENGINEER, KALYANI HIGHWAY SUB DIVISION
ASSISTANT ENGINEER, KALYANI HIGHWAY SUB DIVISION, CITY CENTER BUILDING, KALYANI, NADIA, 741235
Collection of Required Parametric Data and Structural evolution of existing pavements using Falling Weight Deflectometer FWD Technique in accordance with IRC 115-2014 Of Muragacha Kalyani Road from 3.30 km to 7.59 km under KHSD
2026_WBPWD_5018572_1
NIeQ05SlNo1OF2026-27OFAEKHSD
Open Tender
Computer- Data Processing
Item Rate
30 days
MURAGACHA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
8 Oct 2026
13 Aug 2026
18 Sept 2026
14 Aug 2026
14 Sept 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Classified Traffic volume count survey for 7(seven) continuous days (7 x 24 hours) and submission of reports following latest relevant IRC codes of practice. | 1 | JOB | - | - |
| 2 | Pavement crust composition survey by digging of pit in pavement along with report & Geo tags photograph of each pit with chainage details(at least 2(two) nos. of pit for for every 1.00 km length of the road). | 4.29 | KM | - | - |
| 3 | Axle Load Survey for continuous 2 (two) days (2 x 24 hours) and submission of report following latest relevant IRC codes of practice. | 1 | KM | - | - |
| 4 | Structural evolution of pavements using Falling Weight Deflectometer (FWD) Technique in accordance with IRC : 115-2014. | 4.29 | KM | - | - |
| 5 | Sub grade Sub soil investigation in any type of soil including mobilization , boring , relevant field and laboratory testing (as per relevant IS codes of practice and as per direction of Engineer-in-charge) Following tests to be conducted.( at least 2 (two) tests of each type shall be conducted for every 1.00 km length of the road..)
i) Liquid Limit as per IS 2720 (Part – V)
ii) Plastic Limit as per IS 2720 (Part – V)
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV)
v) Determination of Water Content Dry Density relation using heavy compaction as per IS 2720 (Part – VIII).
vi) Laboratory Determination of California Bearing Ratio on Disturbed / Remoulded samples as per IS: 2720, Part XVIII. Soaked
vii) Determination of Free Swell Index of Soil as per IS 2720 (Part– VIII).
viii) Field determination of California Bearing Ratio as per IS 2720 (Part XXXI) | 4.29 | Km | - | - |
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