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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Bidder did not submitted required documents. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Bidder did not submitted required documents. |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
8 Aug 2024, 3:00 pmClosed
Executive Engineer, Temp. Div., PWD, Chakrata
Executive Engineer, Temp. Div., PWD, Chakrata
Renewal work by Premix Carpet in km 11 to 19 of Purodi-Ravana-Damta motor road in Chakrata constituency, Distt. Dehradun.
2024_pwd_73272_1
442/4A, Dated 21.06.2024
Open Tender
Civil Works - Roads
Item Rate
120 days
Purodi-Ravana-Damta M/R (Km 11 to 19)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div., PWD, Chakrata
₹2.9 L
8 Aug 2024
8 Jul 2024
8 Aug 2024
8 Jul 2024
8 Aug 2024
22 Jul 2024
Amount
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.
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.
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 - I By Manual Means. Bitumen (VG-10) . Type B
Seal Coat 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 By Manual Means.Case - II : Type B (VG-10)
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
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.
M/S ATAR SINGH
DHAJVEER SINGH
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