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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-Finance N A | PALWAL | HARYANA | 121004 | ₹6.4 L | L1 | Accepted-Finance Accepted due to L1 |
| 2 | L2₹6.5 LRejected-Finance | ₹6.5 L | L2 | Rejected-Finance Rejected due to higher rates to L1 |
| Sl No | Description | Qty | Unit | Ram Dayal L2 | M/S MAHAJAN CONSTRUCTION AND SUPPLIER L1 |
|---|---|---|---|---|---|
| 1.00 | Cleaning thick Jungle and thorney bushes without uprouting | 216 | sqm | 6 ₹1,296 | 6 ₹1,296 |
| 2.00 | Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the characterstics of coarse aggregate, watering and compacting to the required density | 18.99 | cum | 4,285 ₹81,372.15 | 4,285 ₹81,372.15 |
| 3.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 253.13 | sqm | 40 ₹10,125.20 | 40 ₹10,125.20 |
| 4.00 | Eding with straight over brunt bricks, laid dry length wise, including excavation, refilling, consolidation with a hand packing and spreading nearly, surplus earth within a lead of 50m | 0.45 | km | 117 ₹52.65 | 117 ₹52.65 |
| 5.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per SQM on the prepared bituminous/granular surface cleaned with mechanical broom | 1,687.5 | sqm | 18 ₹30,375 | 18 ₹30,375 |
| 6.00 | Providing, Laying, and rolling of open graded permix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a perviously prepared base including mixing in a suitable plant, laying with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per MoRTH Technical Specification Clause 510 inluding All Cost and Labour, Material and T&P etc. required for proper completion of work | 1,687.5 | sqm | 191 ₹3.2 L | 190 ₹3.2 L |
| 7.00 | Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified level, grade and cross fall. | 1,687.5 | sqm | 81 ₹1.4 L | 80 ₹1.4 L |
| 8.00 | Providing and laying of hot applied thermoplastic compound 2.5 thick i/c reflectorising glass beads@ 250 gms/sqm area, as per IRC-35-2015 work as per direction of Eng-in-charge. | 90 | sqm | 580 ₹52,200 | 580 ₹52,200 |
| 9.00 | Earthwork in excavation including lead upto 30m & lift upto 1.5m excluding mechanical compaction but including manual compaction and dressing to profile | 112.5 | cum | 118 ₹13,275 | 118 ₹13,275 |
Tender Value
₹6.8 L
EMD Value
₹13,500
Closing Date
28 Feb 2026, 3:00 pmClosed
Executive Engineer
EE NWMPSC Hardoi
Renovation of Road of Rusena Mr in left bank from km 2.550 to 3.000 (Lot 02)
2026_UPIDC_1116481_2
05/EE/2025-26
Open Tender
Civil Works - Canal
20 days
Hardoi
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹13,500
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
Cleaning thick Jungle and thorney bushes without uprouting
Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the characterstics of coarse aggregate, watering and compacting to the required density
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
Eding with straight over brunt bricks, laid dry length wise, including excavation, refilling, consolidation with a hand packing and spreading nearly, surplus earth within a lead of 50m
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per SQM on the prepared bituminous/granular surface cleaned with mechanical broom
Providing, Laying, and rolling of open graded permix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a perviously prepared base including mixing in a suitable plant, laying with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per MoRTH Technical Specification Clause 510 inluding All Cost and Labour, Material and T&P etc. required for proper completion of work
Providing and laying seal coat "C" Type sealing the voids in a bituminous surface laid to the specified level, grade and cross fall.
Providing and laying of hot applied thermoplastic compound 2.5 thick i/c reflectorising glass beads@ 250 gms/sqm area, as per IRC-35-2015 work as per direction of Eng-in-charge.
Earthwork in excavation including lead upto 30m & lift upto 1.5m excluding mechanical compaction but including manual compaction and dressing to profile
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