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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Fee/PreQual/Technical/Finance | -0.09% | ₹15.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.3 LAdmitted-Fee/PreQual/Technical/Finance | -0.04% | ₹15.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.3 LAdmitted-Fee/PreQual/Technical/Finance | +0.00% | ₹15.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹15.3 L
EMD Value
₹15,400
Closing Date
9 Apr 2026, 6:00 pmClosed
Executive Engineering UPSIC KANPUR
Executive Engineering UPSIC KANPUR
Construction work Of Interlocking road and drain From Asphalt Road to Farm Shri ram babu in vill. Bargadiyapur block derapur
2026_MSME_1132401_2
734/EE5/25-26
Open Tender
Civil Works
Percentage
120 days
KANPUR DEHAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Executive Engineering UPSIC KANPUR
₹15,400
21 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | e/w in surface excavation not exceding 30 cm in depth but exceding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the engineer-in-charge 2.1.1 all kind of soil. Chapter-4 SI no 1 ref. to DSR/PWD 2.6(2.6.1) | - | cum | - | - |
| 2 | 1:6:12 (1 cement :6 coarse sand : 12 graded brick aggregate 40 mm nominal size SCH-275 | - | cum | - | - |
| 3 | Brick work with common burnt clay (Non Modular) Bricks of class-150 in foundation and plinth in: cement mortar 1:6 DSR 6.1.2 | - | cum | - | - |
| 4 | Granular Sub-Base with Graded Material (Table:-400-1) Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC,Spreading in uniform layers with motor grader on prepared dsurface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Grarding -I | - | Cum | - | - |
| 5 | Providing and laying of Interlocking concrete block pavement with 80 mm thick ICBP having strenth not less than 30 kn/m2 complete as per Technical Specificatation Clause1500 | - | sqm | - | - |
| 6 | 1:2:4 (1 cement :2 coarse sand : 4 graded Stone aggregate 20 mm nominal sizePWD DSR 4.1.3 | - | cum | - | - |
| 7 | S/F of 4x2.5 feet size granite stone at site including writing painting with graving and cartage up to site complete/ | - | job | - | - |
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TermsandConditionTenderCivilWorks.pdf
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