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Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
10 Aug 2026, 5:00 pm
Executive Engineer
Con. Div. PWD Gauchar
Reconstruction and Improvement of Kanwasera - Thapli Motor Road Under State Sector.
2026_pwd_98078_2
1165/15AC Dated 21-07-2
Open Tender
Civil Works - Roads
Item Rate
365 days
Gairsain Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Gauchar (Chamoli)
₹1.5 L
24 Jul 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
10 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1W.B.M. Work | |||||
| 1.01 | 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 1 as per Technical Specification Clause 405. By Mechanical Means | 425.25 | Cum | - | - |
| 1.02 | 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 2 as per Technical Specification Clause 405 By Mechanical Means | 295.31 | Cum | - | - |
| 1.03 | 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 | 295.31 | Cum | - | - |
| 2P.C. Work | |||||
| 2.01 | Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502 | 3,937.5 | sqm | - | - |
| 2.02 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. | 3,937.5 | sqm | - | - |
| 2.03 | 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. Case - ICase - II By Mechanical Means Bitumen (VG-10) | 3,937.5 | sqm | - | - |
| 2.04 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type b as per Technical Specification Clause 510 By Mechanical Means s Case - II : Type B Bitumen (VG-10) | 3,937.5 | sqm | - | - |
| 3Drain | |||||
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