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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.1 Cr
EMD Value
₹6.0 L
Closing Date
13 Aug 2026, 12:00 pmClosed
Superintending Engineer
7th Circle, PWD, Gopeshwar
Improvement and Bituminous work of Tala Barangali Motor Road in Ukhimath Block of District Rudraprayag Under State Plan.
2026_pwd_98161_1
2737/50Yatayat-7/2026, Date 27-07-2026
Open Tender
Civil Works - Roads
Item Rate
360 days
Ukhimath
PLEASE REFFR TENDER NOTICE
3 documents required · 3 mandatory
₹5,900
Executive Engineer, C.D., PWD, Ukhimath
₹6.0 L
Yes
7th Circle, PWD, Gopeshwar
12 Sept 2026
29 Jul 2026
13 Aug 2026
30 Jul 2026
13 Aug 2026
4 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | WBM Grading 1
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 1 as per Technical Specification Clause 404. by mechanical means | 312.89 | Cum | 2,287.5 | ₹7,15,735.88 |
| 2 | WBM Grading 2
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 | 708.84 | Cum | 2,415 | ₹17,11,848.6 |
| 3 | 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 | 915.53 | Cum | 2,336.6 | ₹21,39,227.4 |
| 4 | 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 (For Super elevation and Patri filling) | 510.43 | Cum | 65.7 | ₹33,535.25 |
| 5 | Prime Coat Low porosity
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 | 12,207.38 | Sqm | 42.9 | ₹5,23,696.6 |
| 6 | (Tack Coat) 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 grainular surface trated with primer ecleaned with Hydraulic broom as per Technical Specification
Clause 503. | 23,035.5 | Sqm | 14.5 | ₹3,34,014.75 |
| 7 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 23,035.5 | Sqm | 192.6 | ₹44,36,637.3 |
| 8 | 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 B as per Technical Specification Clause 510 | 23,035.5 | Sqm | 83.2 | ₹19,16,553.6 |
| 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 Engineerin- charge. (As per PWD Uttarakhand specifications) | 675 | Cum | 1,639.1 | ₹11,06,392.5 |
| 10 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means | 4,300 | Rmt | 20.6 | ₹88,580 |
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