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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | ₹10.3 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹10.4 LRejected-Finance NA | ₹10.4 L | L2 | Rejected-Finance BID HIGHER THAN OTHER |
| 3 | Rejected-Technical | - | - | Rejected-Technical DOCUMENTS NOT ATTACHED AS PER REQUIREMENT. |
| 4 | Rejected-Technical | - | - | Rejected-Technical DOCUMENTS NOT ATTACHED AS PER REQUIREMENT. |
| Sl No | Description | Qty | Unit | M/S GAYATRI CONSTRUCTION L2 | M/S JAGDISH CONSTRUCTION AND SUPPLIERS L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work for making patari with ordinary soil including levelling, ramming and dressing the surface with 1.5 m lift and 30m lead all labour T&P etc complete in all respect as per direction of Engineer in-charge. | 758.45 | Cum | 86 ₹65,226.70 | 86 ₹65,226.70 |
| 2.00 | W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific size (53mm to 22.4mm) to Water Bound Macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405 and direction of Engineer-in-charge. | 43.31 | Cum | 4,347 ₹1.9 L | 4,346 ₹1.9 L |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 577.5 | Sqm | 56 ₹32,340 | 55 ₹31,762.50 |
| 4.00 | Providing and applying Tack Coat with bitumen VG-10 using bitumen distributor @ 0.275 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503 and direction of Engineer-in-charge. | 2,310 | Sqm | 18 ₹41,580 | 17.5 ₹40,425 |
| 5.00 | Providing, laying and rolling of open graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, with paver finisher including mixing in a Hot Mix Plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by as per Technical Specification Clause 508 and direction of Engineer-in-charge. | 2,310 | Sqm | 227 ₹5.2 L | 227 ₹5.2 L |
| 6.00 | Seal Coat Type-CProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade cross fall using Type-C seal coat as with bitumen (S-90) @ 6.50 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge. | 2,310 | Sqm | 80 ₹1.8 L | 79.5 ₹1.8 L |
Tender Value
₹10.4 L
EMD Value
₹1.0 L
Closing Date
5 Mar 2026, 11:00 amClosed
EE SHARDA SAHAYAK KHAND 16 SULTANPUR
EE SHARDA SAHAYAK KHAND 16 SULTANPUR
RENOVATION OF LEFT BANK SERVICE ROAD OF BHAWANIPUR DY FROM KM 3.630 TO 4.400
2026_UPIDC_1119367_1
06/EE/25-26
Open Tender
Civil Works - Canal
10 days
SULTANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹266
₹1.0 L
4 Jun 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
Earth work for making patari with ordinary soil including levelling, ramming and dressing the surface with 1.5 m lift and 30m lead all labour T&P etc complete in all respect as per direction of Engineer in-charge.
W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific size (53mm to 22.4mm) to Water Bound Macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405 and direction of Engineer-in-charge.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying Tack Coat with bitumen VG-10 using bitumen distributor @ 0.275 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503 and direction of Engineer-in-charge.
Providing, laying and rolling of open graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, with paver finisher including mixing in a Hot Mix Plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by as per Technical Specification Clause 508 and direction of Engineer-in-charge.
Seal Coat Type-CProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade cross fall using Type-C seal coat as with bitumen (S-90) @ 6.50 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge.
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