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Tender ID
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
16 Apr 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E., C.D., P.W.D., Nainital
Renewal work by P.C. in Km. 4, 5 and 13 of Betalghat Bhatrojkhan motor road
2026_pwd_93756_1
664_12AC dt. 28-03-2026_6
Open Tender
Civil Works - Roads
Item Rate
180 days
Nainital
As per attached Condition
2 documents required · 2 mandatory
₹3,540
Executive Engineer, C.D., P.W.D., Nainital
₹1.2 L
Yes
1 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
1 Apr 2026 - 16 Apr 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | - | Cum | - | - |
| 2 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm | - | Sqm | - | - |
| 3 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.5-9-1 Case - I By Manual Means Bitumen (VG-10). | - | Sqm | - | - |
| 4 | Seal Coat
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. By Manual Means Case - II : Type B. Bitumen (VG-10). | - | Sqm | - | - |
| 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 | - | - |
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