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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC COMPANY RAMPUR | ₹3.0 L | L1 | Accepted-AOC Found L1 |
| 2 | L2₹3.0 LRejected-Finance GRAM ASHOKPUR TEHSIL SODAR DIST RAMPUR | RAMPUR | UTTAR PRADESH | 244701 | ₹3.0 L | L2 | Rejected-Finance Found L2 |
Tender Value
₹3 L
EMD Value
₹30,000
Closing Date
7 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER, PROVINCIAL DIV., PWD, RAMPUR
EXECUTIVE ENGINEER, PROVINCIAL DIV., PWD, RAMPUR
Under the Division work involves laying the mix received from the departmental hot mix plant for the renewal work of VR roads (labor work) 2nd call
2026_CEMBD_1111167_6
245/E-Ten/25-26_Dt_30-01-26
Open Tender
Civil Works - Roads
120 days
Rampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹589
₹30,000
Yes
EXECUTIVE ENGINEER, PROVINCIAL DIV., PWD, RAMPUR
12 Feb 2026
1 Feb 2026
7 Feb 2026
1 Feb 2026
7 Feb 2026
1 Feb 2026
4 Feb 2026
Laying Premix carpet Mixed by departmental H.M.P. (Labour rate only) laid by paver finisher including Cleaning. Lineing etc. Labour at site and at H.M.P. also including labour for tack coat etc. complete as per direction of E/I. (Excluding G.S.T. & All complete as per E/I)
Laying Seal coat mixed by departmental H.M.P. (Labour rate only) laid by paver finisher including labour at side and at H.M.P etc. complete as per direction of E/I. (Excluding G.S.T. & All complete as per E/I)
Laying Dense graded bituminus macadam 50-75mm thick mixed by departmental H.M.P. (Labour Rate Only) laid by paver finisher including cleaning linening etc. labour at site and H.M.P. also including labour for tack coat etc complete. as per direction of E/I. (Excluding G.S.T. & All complete as per E/I)
Laying bituminus concrete 25-40mm thick mixed by departmental H.M.P. (Labour Rate Only) laid by paver finisher including cleaning linening etc. labour at site and H.M.P. also including labour for tack coat etc complete. as per direction of E/I. (Excluding G.S.T.) (Excluding G.S.T. & All complete as per E/I)
Renewing patries including dressing surface filling up to 8 cm. (3") depth and making namunas at every 15 meters (49") a part on both side of the road true to parti template with side slopes of 1:2 etc. Trenches for taking the earth to be so dug. That they form a continuous side drain at road boundry etc. as per direction of E/I. (Excluding G.S.T. & All complete as per E/I)
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