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| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Since only one tender has been received, the tender is cancelled and it is recommended to invite tenders again. |
Tender Value
Refer Docs
EMD Value
₹67,300
Closing Date
9 Jul 2026, 5:00 pmClosed
EE CD PWD Haldwani
EE CD PWD Haldwani
Improvement work by P.C. on the road near the house of Hemu Pargai and others in Jaspur Kholiya At New Abadi Gaulapar Under the State Plan in Lalkuan Assembly Constituency of District Nainital
2026_pwd_96947_1
1831/2AC, Dt. 20-06-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Haldwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EE CD PWD Haldwani
₹67,300
20 Jul 2026
25 Jun 2026
10 Jul 2026
25 Jun 2026
9 Jul 2026
25 Jun 2026
25 Jun 2026 - 9 Jul 2026
| 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 404. By Mechanical Means | 1 | Cum | 2,311.1 | ₹2,308.79 |
| 2 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Mor | - | Sqm | 13.5 | - |
| 3 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Mord 5-10) | - | Sqm | 158.1 | - |
| 4 | Seal Coat with Emulsion
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per
Technical Specification Clause 510 | - | Sqm | 69.7 | - |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | 397.3 | - |
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