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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER ACCEPT | |
| 2 | L2₹3.4 L+₹25,055 (7.88%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST REJECT | |
| 3 | L3₹3.6 L+₹45,385 (14.3%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST REJECT |
| Sl No | Description | Qty | Unit | ROAD INFRASTRUCTURE CONSULTANT L1 | ALFRESCO CONSTRUCTION SERVICES L2 | Rooj Consultancy Services L3 |
|---|---|---|---|---|---|---|
| 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 | 70,000 ₹70,000 | 60,000 ₹60,000 |
| 2.00 | Topographical Survey & leveling using Total Station Machine including plotting of the existing features in the area to be surveyed following latest relevant IS codes of practice. | 10.11 | KM | 6,000 ₹60,660 Lowest | 6,000 ₹60,660 Lowest | 6,000 ₹60,660 Lowest |
| 3.00 | 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). | 10.11 | KM | 4,000 ₹40,440 | 4,000 ₹40,440 | 3,000 ₹30,330 Lowest |
| 4.00 | Videography of Pavement surface with marking of chainage details. | 10.11 | KM | 500 ₹5,055 Lowest | 1,000 ₹10,110 | 1,000 ₹10,110 |
| 5.00 | Pavement strengthening design based on pavement deflection data including collection of deflection data using Falling Weight Deflectometer (FWD) Technique in accordance with IRC : 115-2014. | 10.11 | KM | 10,000 ₹1,01,100 | 9,000 ₹90,990 Lowest | 12,000 ₹1,21,320 |
| 6.00 | 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) | 10.11 | KM | 6,000 ₹60,660 Lowest | 7,000 ₹70,770 | 8,000 ₹80,880 |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
22 Jun 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 Preparation of Pavement Strengthening Design for Chakdaha Nimtala Road from 0.00 Km to 9.00 Km and from 17.600 Km to 18.710 Km under Kalyani Highway Sub-Division of Nadia Highway Division No. II
2026_WBPWD_5014500_1
NIeQ01SlNo1OF2026-27OFAEKHSD
Open Tender
Computer- Data Processing
Item Rate
30 days
CHAKDAHA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
28 Jul 2026
25 May 2026
24 Jun 2026
26 May 2026
22 Jun 2026
26 May 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 | Topographical Survey & leveling using Total Station Machine including plotting of the existing features in the area to be surveyed following latest relevant IS codes of practice. | 10.11 | KM | - | - |
| 3 | 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). | 10.11 | KM | - | - |
| 4 | Videography of Pavement surface with marking of chainage details. | 10.11 | KM | - | - |
| 5 | Pavement strengthening design based on pavement deflection data including collection of deflection data using Falling Weight Deflectometer (FWD) Technique in accordance with IRC : 115-2014. | 10.11 | KM | - | - |
| 6 | 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) | 10.11 | KM | - | - |
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