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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | ₹4.2 L | 1 | Accepted-AOC Accept |
| 2 | 2₹5.6 LRejected-Finance | ₹5.6 L | 2 | Rejected-Finance 2 |
| 3 | 3₹5.8 LRejected-Finance | ₹5.8 L | 3 | Rejected-Finance 3 |
| 4 | 4₹7.4 LRejected-Finance | ₹7.4 L | 4 | Rejected-Finance 4 |
| 5 | 5₹7.7 LRejected-Finance | ₹7.7 L | 5 | Rejected-Finance 5 |
| Sl No | Description | Qty | Unit | M/S MOHIT ASSOCIATES L4 | Aditya Constructions L2 | M/S AGRE ASSOCIATES L1 | VIJAY ASSOCIATES L5 | Phoughat Construction L3 | M/s Harcharan Lal Sharma And Engineers L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | E.W. in Cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeds 0.50 m in depth and earthwork in embankment to be in 20 cm layers i/c 1.50 m lift & lead upto 30m. including excavation loading, unloading , manual compaction,ramming & dressing etc complete all as specified and as directed by Engineer-in-charge. | 773 | Cum | 90 ₹69,570 | 80 ₹61,840 | 30 ₹23,190 | 95 ₹73,435 | 40 ₹30,920 | 63 ₹48,699 |
| 2.00 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density. etc complete all as specified and as directed by Engineer-in-charge. | 52 | Cum | 3,500 ₹1,82,000 | 2,500 ₹1,30,000 | 1,000 ₹52,000 | 3,650 ₹1,89,800 | 40 ₹2,080 | 4,000 ₹2,08,000 |
| 3.00 | Providing, laying, Spreading and compacting machine crushed stone ballast of approved Quarry of 63-45 mm size to WBM of G-2 specification including spreading in uniform thickness, hand packing, rolling with power roller 8 - 10 tones in stages to proper grade and camber applying and brooming with crushable screening material i,e stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&Petc complete. as per MORD specification no 405 . all as specified and as directed by Engineer-in-charge. | 39 | Cum | 4,400 ₹1,71,600 | 2,500 ₹97,500 | 1,000 ₹39,000 | 4,550 ₹1,77,450 | 1,400 ₹54,600 | 4,500 ₹1,75,500 |
| 4.00 | Providing, laying, Spreading and compacting machine crushed stone ballast of approved Quarry of 53-22.4 mm size to WBM of G-3 specification including spreading in uniform thickness, hand packing, rolling with power roller 8 - 10 tones in stages to proper grade and camber applying and brooming with crushable screening material i,e stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&P etc. as per MORD specification no 405 .all as specified and as directed by Engineer-in-charge. | 39 | Cum | 4,400 ₹1,71,600 | 2,500 ₹97,500 | 3,000 ₹1,17,000 | 4,550 ₹1,77,450 | 1,400 ₹54,600 | 4,586 ₹1,78,854 |
| 5.00 | Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface spraying primer @ 0.60 kg/sqm. Using mechanical means as per MORD technical specification no 502. etc complete all as specified and as directed by Engineer-in-charge. | 523 | Sqm. | 36 ₹18,828 | 120 ₹62,760 | 20 ₹10,460 | 36 ₹18,828 | 200 ₹1,04,600 | 13 ₹6,799 |
| 6.00 | Providing & applying tack coat with Bitmen emulsion V.G. 10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with Machenical Broom as per MORD technical specification Clause-503 etc complete all as specified and as directed by Engineer-in-charge. | 523 | Sqm. | 12 ₹6,276 | 10 ₹5,230 | 55 ₹28,765 | 12.5 ₹6,537.5 | 200 ₹1,04,600 | 55 ₹28,765 |
| 7.00 | Providing, laying & rolling of open graded Premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm Aggregates using VG - 10 grade Bitumen to reqquired line , and level to serve as wearing coarse on a previously base as per MORD specification no. 508 complete all as specified and as directed by Engineer-in-charge. | 523 | Sqm. | 175 ₹91,525 | 150 ₹78,450 | 200 ₹1,04,600 | 176 ₹92,048 | 220 ₹1,15,060 | 177 ₹92,571 |
| 8.00 | Providing and laying seal coat by manual means with VG - 10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Technical specification Clause-510 complete all as specified and as directed by Engineer-in-charge. | 523 | Sqm. | 60 ₹31,380 | 50 ₹26,150 | 80 ₹41,840 | 61 ₹31,903 | 220 ₹1,15,060 | 61 ₹31,903 |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
18 Feb 2026, 12:00 pmClosed
Executive Engineer
U.M.B.D.G.C. Khurja
Repairing Of Service Road
2026_UPIDC_1114437_3
14/EE/2025-26
Open Tender
Civil Works
30 days
U.M.B.D.G.C. Khurja
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹16,000
13 Mar 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
E.W. in Cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeds 0.50 m in depth and earthwork in embankment to be in 20 cm layers i/c 1.50 m lift & lead upto 30m. including excavation loading, unloading , manual compaction,ramming & dressing etc complete all as specified and as directed by Engineer-in-charge.
Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density. etc complete all as specified and as directed by Engineer-in-charge.
Providing, laying, Spreading and compacting machine crushed stone ballast of approved Quarry of 63-45 mm size to WBM of G-2 specification including spreading in uniform thickness, hand packing, rolling with power roller 8 - 10 tones in stages to proper grade and camber applying and brooming with crushable screening material i,e stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&Petc complete. as per MORD specification no 405 . all as specified and as directed by Engineer-in-charge.
Providing, laying, Spreading and compacting machine crushed stone ballast of approved Quarry of 53-22.4 mm size to WBM of G-3 specification including spreading in uniform thickness, hand packing, rolling with power roller 8 - 10 tones in stages to proper grade and camber applying and brooming with crushable screening material i,e stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&P etc. as per MORD specification no 405 .all as specified and as directed by Engineer-in-charge.
Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface spraying primer @ 0.60 kg/sqm. Using mechanical means as per MORD technical specification no 502. etc complete all as specified and as directed by Engineer-in-charge.
Providing & applying tack coat with Bitmen emulsion V.G. 10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with Machenical Broom as per MORD technical specification Clause-503 etc complete all as specified and as directed by Engineer-in-charge.
Providing, laying & rolling of open graded Premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm Aggregates using VG - 10 grade Bitumen to reqquired line , and level to serve as wearing coarse on a previously base as per MORD specification no. 508 complete all as specified and as directed by Engineer-in-charge.
Providing and laying seal coat by manual means with VG - 10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Technical specification Clause-510 complete all as specified and as directed by Engineer-in-charge.
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