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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹1.5 LRejected-Finance | ₹1.5 L | L2 | Rejected-Finance E-tender rejected due to higher rates |
Tender Value
₹1.5 L
EMD Value
₹15,014
Closing Date
27 Apr 2026, 5:00 pmClosed
Executive Officer
Office Nagar Palika Parishad Kasganj Soron Gate Kasganj
Kasba kasganj ke Ward14 main Krishan murari ke makan se Rajaram ke makan tak evm Prempal singh ke makan tak CC sadak nirman karya nail nirman kary
2026_DOLBU_1139570_7
692/15Vitt/2026-2027RTender Date 20/04/2026
Open Tender
Civil Works
90 days
N.P.P Kasganj ki seema ke antargat Nirman kary
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Executive Officer
₹15,014
Yes
27 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
27 Apr 2026
21 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | Dismentling of old road with base concrete in comp.position | - | Sqm | - | - | - |
| 1.02 | consolidation of 22.4-53mm gauge stone ballast 10cm thick loose coat including repairing of patches picking up to old surface spreding ballast making medhies to retain water and carriage of water in comp.position | 1 | cum | - | - | - |
| 1.03 | M-150 brick work in (1:4) mortar with cement and f/sand in drain in comp.position (s.i-6.1.1) | 1 | cum | - | - | - |
| 1.04 | 12 mm thick plaster in( mortar with :4)cement and f/sand on brick work in comp position (s.i-13.4.1) | - | Sqm | - | - | - |
| 1.05 | construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved.mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. | 1 | cum | - | - | - |
| 1.06 | S/fixing sign board at site in comp.position | - | Nos | - | - | - |
| 1.07 | Add GST 18% (+) | - | Nos | 1 | - | BI01010001010000000000000515BI0100001125 |
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