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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.0 LAccepted-AOC | ₹19.0 L | L-1 | Accepted-AOC AOC |
| 2 | L-2₹19.9 LRejected-Finance 0 CHINHAT LUCKNOW UTTAR PRADESH 227105 UDYAM UP 50 0067162 | 227105 | ₹19.9 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹20.5 LRejected-Finance | ₹20.5 L | L-3 | Rejected-Finance L-3 |
| 4 | Rejected-Technical 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | - | - | Rejected-Technical 6(vi) IDT3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 6(Viii) |
| Sl No | Description | Qty | Unit | M/S AMAN CONSTRUCTION COMPANY L2 | PRAGATI ASSOCIATES L1 | M/S AGRE ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in cutting in Silt/ Soil from top of embankment top of road and top of brick work etc and its to be used in restoration dowla embankment etc with all lead and lift with proper compaction and dressing . | 124 | Cum | 20 ₹2,480 | 96 ₹11,904 | 50 ₹6,200 |
| 2.00 | Earth work in restoration of embankment in ordinary soil in making profile, proper Compaction & dressing and lead upto 3 km and lift upto 1.50 m including dressing etc. | 658 | Cum | 25 ₹16,450 | 166 ₹1.1 L | 100 ₹65,800 |
| 3.00 | Brick edging on both side of the road of M-150 bricks 7 cm wide and 11 cm deep laid with mud mortar dry finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-charge. | 0.63 | Km. | 35,000 ₹22,050 | 35,000 ₹22,050 | 75,000 ₹47,250 |
| 4.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 141 | Cum | 1,000 ₹1.4 L | 1,500 ₹2.1 L | 1,800 ₹2.5 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 158 | Cum | 1,000 ₹1.6 L | 1,650 ₹2.6 L | 2,200 ₹3.5 L |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 201 | Cum | 1,000 ₹2.0 L | 1,700 ₹3.4 L | 2,200 ₹4.4 L |
| 7.00 | Providing and applying primer coat with bitumen emulsion (SS-2) 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 | 2,674 | Sqm | 63 ₹1.7 L | 40 ₹1.1 L | 35 ₹93,590 |
| 8.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,674 | Sqm | 72 ₹1.9 L | 72 ₹1.9 L | 25 ₹66,850 |
| 9.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades etc. as per Technical Specification Clause 508. | 2,674 | Sqm | 309 ₹8.3 L | 174 ₹4.7 L | 190 ₹5.1 L |
| 10.00 | Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510 | 2,674 | Sqm | 99 ₹2.6 L | 66 ₹1.8 L | 80 ₹2.1 L |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
6 Mar 2026, 2:00 pmClosed
EE BDGC BSR
EE BDGC BSR
Renewal of Service Road of Dhankar Mr. From Km 0.000 to Km 1.240
2026_UPIDC_1109641_28
14/EE/2025-26
Open Tender
Civil Works
90 days
Bulandshahr
Please refer Tender documents.
2 documents required · 2 mandatory
₹354
₹66,000
27 May 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
Earth work in cutting in Silt/ Soil from top of embankment top of road and top of brick work etc and its to be used in restoration dowla embankment etc with all lead and lift with proper compaction and dressing .
Earth work in restoration of embankment in ordinary soil in making profile, proper Compaction & dressing and lead upto 3 km and lift upto 1.50 m including dressing etc.
Brick edging on both side of the road of M-150 bricks 7 cm wide and 11 cm deep laid with mud mortar dry finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-charge.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying primer coat with bitumen emulsion (SS-2) 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 pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades etc. as per Technical Specification Clause 508.
Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510
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