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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance VILL PATA POST DESAU KALSI DEHRADUN | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
27 Apr 2026, 5:00 pmClosed
Executive Engineer, Temp. Div. PWD Sahiya
Executive Engineer, Temp. Div. PWD Sahiya
One Time Maintenance of the Motor Road from KM 19 of Sahiya Kwanu Motor Road to Maletha of Chakrata block in Chakrata Constituency, Dehradun Distt.
2026_pwd_94057_1
487/Nivida, Date 02.04.2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Chakrata Constituency
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Sahiya
₹2 L
23 Apr 2026
9 Apr 2026
28 Apr 2026
9 Apr 2026
27 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Water Bound Macadam with Crushable Screenings, 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 Manual means) | - | cum | - | - |
| - | Prime Coat
Providing 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 Technical Specification Clause 502. | - | sqm | - | - |
| - | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| - | 20mm thick Open-Graded Premix Carpet using VG 10 Bitumen
Providing, laying and rolling of open-graded premix carpet of 20mm 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. (by Manual means) | - | sqm | - | - |
| - | Seal Coat (Type B) by manual means using VG 10 Bitumen
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 | - | - |
| - | Cleaning of choked scuppers
Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. | - | no. | - | - |
| - | Hill Side Drain
Hill side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | - | km | - | - |
| - | Trimming of grass and weeds
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | - | km | - | - |
| - | Mechanically Woven Double Twisted Hexagonal shaped Gabions
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1 m interval, having mesh opening 100 mm x 120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the
gabions). | - | no. | - | - |
| - | Cement plum Masonry
Cement plum Masonry with 40% plum & 60%1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD specifications. | - | cum | - | - |
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