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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.4 LAccepted-AOC FLAT NO 403 PARVATI MANGLA ROAD TILAK NAGAR KANPUR | KANPUR | KANPUR | UTTAR PRADESH | ₹9.4 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹9.4 L+₹1,877.33 (0.20%)Rejected-Finance | ₹9.4 L+₹1,877.33 (0.20%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹11.7 L+₹2.4 L (25.4%)Rejected-Finance | ₹11.7 L+₹2.4 L (25.4%) | L-3 | Rejected-Finance L-3 |
Tender Value
₹9.4 L
EMD Value
₹93,867
Closing Date
18 Apr 2026, 3:00 pmClosed
ce knn
ce knn moti jheel
Improvement of road by HMP at different places mohalla sudarshan colony for religious event in ward 30 ambedkar nagar under zone 06.
2026_NNKAN_1137578_1
935/AA-6/2025-26
Open Tender
Civil Works
Percentage
45 days
kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹93,867
30 May 2026
16 Apr 2026
18 Apr 2026
16 Apr 2026
18 Apr 2026
16 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 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge:2.1.1 All | - | cum | - | - |
| 2 | Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402 | - | cum | - | - |
| 3 | Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm (VG-10) on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specifications MORT&H clause 503 | - | sqm | - | - |
| 4 | Dense Graded Bituminuos Macadam (DGBM) Providing and laying dense Graded bituminour macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of speficied grading permixed with bituminour binder @ 4.5 per cent by weight of total mix and filler transporting the hot mix to work site laying with h hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers oto achieve the desired compaction as per MORTH specification clause No 507 complete in all respects. | - | mt | - | - |
| 5 | P/L of bituminous Concrete (BC) with computrised HMP type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bituminour binder (CRMB-55) @5.4 per cent of mix and filler trasporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment folling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in respects. | - | mt | - | - |
| 6 | TAX18% | - | TaX | - | - |
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