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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Finance 0 212 | L1 | Admitted-Finance | ||
| 2 | L1₹10.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 3 | L1₹10.3 LAdmitted-Finance MEERUT CITY 18550 | 18550 | L1 | Admitted-Finance | ||
| 4 | L1₹10.3 LAdmitted-Finance GRAM JANI KHURD MEERUT | L1 | Admitted-Finance | ||
| 5 | L1₹10.3 LAdmitted-Finance 183 BRAHAMAPURI MEERUT | L1 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
8 Oct 2026, 12:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
Special repair work on the Garhi Bhalsona Road
2026_CEMRT_1191455_4
1769/3A DT 08-09-2026
Open Tender
Civil Works
Fixed-rate
60 days
EE CD PWD MEERUT
3 documents required · 3 mandatory
₹856
₹1.2 L
EE CD PWD MEERUT
12 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
3 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | WBM 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause | 15 | Cum | 3,550 | ₹53,250 |
| 2 | Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503). | 3,450 | Sqm | 20 | ₹69,000 |
| 3 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. | 3,450 | Sqm | 216 | ₹7,45,200 |
| 4 | Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. | 3,450 | Sqm | 85 | ₹2,93,250 |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including all material, labour, taxes but excluding GST | 430 | Cum | 106 | ₹45,580 |
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BOQ_2247348.xls
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