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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC MEERUT CITY 18550 | 18550 | L1 | Accepted-AOC Agreement with L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | MADHU ENGINEERING L1 |
|---|---|---|---|---|
| 1.00 | Uprooting Jhunds. | 678 | Nos | 20 ₹13,560 Lowest |
| 2.00 | Water Bound Macadam Grading - 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (SI.No. 405.3) | 51.5 | Cum | 2,500 ₹1,28,750 Lowest |
| 3.00 | Providing laying Prime coat With Bitumen emulsion (SS-A) on prepared surface of granular base inculding cleaning of road surfafe and spraying prime coat of 0.60 kg/sqm using mechnical means as technical Specification Clause 502 | 698 | Sqm | 45 ₹31,410 Lowest |
| 4.00 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributer at the rate of 0.30 kg. per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. | 914 | Sqm | 14 ₹12,796 Lowest |
| 5.00 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheele 80-100KN static roller capacity, finished to required level and grades complete all specified in Manual MORD technical specification clause 508 and as directed by the Engineer in charge. | 914 | Sqm | 190 ₹1,73,660 Lowest |
| 6.00 | Providing and applying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per technical Specification Clause 510. | 914 | Sqm | 65 ₹59,410 Lowest |
| 7.00 | Earth work in shoulder and pits by transported earth with a lead 200 m to 1.00 km including excavation, loading, unloading, manual compaction, dressing & all lift. Complete of work. | 675 | Cum | 50 ₹33,750 Lowest |
Tender Value
₹5.9 L
EMD Value
₹11,800
Closing Date
21 Oct 2025, 2:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER MEERUT DIVISION G
EE MDGC MEERUT NEAR MAWANA BUS STAND MEERUT
TN-05/EE/2025-26 Pothole removal work of canal service road between Km 0.000 to Km 2.000 of Rajwaha Right Bhola.(Lot-4)
2025_UPIDC_1078252_32
05/EEMDGC/2025-26
Open Tender
Civil Works - Canal
Piece-work
30 days
Meerut
As Per Tender Document
2 documents required · 2 mandatory
₹944
₹11,800
18 Feb 2026
14 Oct 2025
21 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
Amount
Uprooting Jhunds.
Water Bound Macadam Grading - 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (SI.No. 405.3)
Providing laying Prime coat With Bitumen emulsion (SS-A) on prepared surface of granular base inculding cleaning of road surfafe and spraying prime coat of 0.60 kg/sqm using mechnical means as technical Specification Clause 502
Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributer at the rate of 0.30 kg. per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheele 80-100KN static roller capacity, finished to required level and grades complete all specified in Manual MORD technical specification clause 508 and as directed by the Engineer in charge.
Providing and applying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per technical Specification Clause 510.
Earth work in shoulder and pits by transported earth with a lead 200 m to 1.00 km including excavation, loading, unloading, manual compaction, dressing & all lift. Complete of work.
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