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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance Agreement with L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S N.K. CONTRACTOR L1 |
|---|---|---|---|---|
| 1.00 | Uprooting junds | 285 | Nos | 35 ₹9,975 |
| 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) | 32 | Cum | 3,080 ₹98,560 |
| 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 0.70 to 1.0 kg/sqm using mechnical means as technical Specification Clause 502. | 458.46 | Sqm | 40 ₹18,338.40 |
| 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. | 458.46 | Sqm | 14 ₹6,418.44 |
| 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. | 458.46 | Sqm | 165 ₹75,645.90 |
| 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. | 458.46 | Sqm | 64 ₹29,341.44 |
| 7.00 | Earth work in filling deep cuts of shoulder by power transported earth with a Lead beyond 200m and up to 1.00km . i/c excavation , loading , unloading, manual completion , dressing and all lifts complete excluding royalty will be applicable from time to time on gov. orders as per site Engineer in charge. | 634 | Cum | 170 ₹1.1 L |
Tender Value
₹3.5 L
EMD Value
₹7,100
Closing Date
15 Oct 2025, 3:00 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 1.200 of Minor Phulat.(Lot-2)
2025_UPIDC_1078252_30
05/EEMDGC/2025-26
Open Tender
Civil Works - Canal
30 days
Meerut
As Per Tender Document
2 documents required · 2 mandatory
₹944
₹7,100
9 Jan 2026
10 Oct 2025
15 Oct 2025
10 Oct 2025
15 Oct 2025
10 Oct 2025
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