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| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Hard copy not submitted. |
| 2 | Rejected-Technical | Rejected-Technical Tender cancelled due to high rates. |
| 3 | Rejected-Technical | Rejected-Technical Tender cancelled due to high rates. |
Tender Value
₹85.6 L
EMD Value
₹1.7 L
Closing Date
2 Apr 2026, 5:00 pmClosed
Executive Engineer CD PWD Pokhari
Executive Engineer CD PWD Pokhari
Under A.R. 2025-26 Renewal work by BC in the Km 10, 12, 18 and 20 of Pokhari-Karanprayag Motor Road in Distt Chamoli.
2026_pwd_93400_1
626/3AC date 18-03-2026
Open Tender
Civil Works
Item Rate
365 days
Pokhari
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Yes
Executive Engineer CD PWD Pokhari
₹1.7 L
Yes
29 Apr 2026
20 Mar 2026
4 Apr 2026
20 Mar 2026
2 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WBM 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 | |||||
| 2Prime 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 | |||||
| 3Tack 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. | |||||
| 4Dense Bituminous Macadam with Warm Mix Technology Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type Asphalt Mixing Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix, warm mix additive @ 0.4% by weight of bitumen and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Grading II - 26.5mm nominal size | |||||
| 5Tack 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. | |||||
| 6Providing and laying Bituminous Concrete with the use of batch type hot mixplant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sens or control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.509 complete in all respects | |||||
| 7Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | |||||
| 8Maintenance 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. | |||||
| 9Construction 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 | |||||
stage.html
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tech_eval.pdf
finance_110566.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_110566.xls
BOQ • 0.32 MB
GCC.pdf
Tender Documents • 1.36 MB
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