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Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
31 Aug 2026, 5:00 pm4d left
Executive Engineer
Office of the Executive Engineer Construction Division P.W.D. Purola (Uttarkashi)
Construction of walls, scuppers, and drains, along with Damrikaran work, at Km 1 and 2 of the Dhampur-Bhadrali motor road in Purola Development Block (Purola Assembly Constituency, Uttarkashi District) under State Plan.
2026_pwd_98998_1
1515/Nivida dt 11-08-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
PUROLA
As Per Terms_and_Conditions
2 documents required · 2 mandatory
₹4,720
Executive Engineer C.D. P.W.D. Purola
₹1.4 L
14 Aug 2026
14 Aug 2026
1 Sept 2026
14 Aug 2026
31 Aug 2026
15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breastwalls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 189.73 | Cum | - | - |
| 2 | Hand Packed stone filling in back of wallls including cost of all materials, royality,T&Petc. complete as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) | 41.13 | Cum | - | - |
| 3 | 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. | 5,315.63 | Sqm | - | - |
| 4 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, layingand rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 80-100kN 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 - I By Manual Means Bitumen (VG-10) | 5,315.63 | sqm | - | - |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA, TypeB and TypeC as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10 | 5,315.63 | Sqm | - | - |
| 6 | Excavation in foundation for retaining, breastwalls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 102.52 | Cum | - | - |
| 7 | Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 1,400 | Rm | - | - |
| 8 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,500 | Sqm | - | - |
| 9 | Construction of coolie walling including supply of all material, labour,T&P etc.required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications) | 218.75 | Cum | - | - |
| 10 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 809.38 | Cum | - | - |
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