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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 NEAR PWD GHAT CHAMOLI 246435 | CHAMOLI | UTTARAKHAND | 246435 | 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 as per NIT. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Bidder did not submitted required documents as per NIT. |
Tender Value
₹30.4 L
EMD Value
₹61,500
Closing Date
16 Apr 2022, 3:00 pmClosed
Executive Engineer, Temp. Div., PWD, Sahiya
Executive Engineer, Temp. Div., PWD, Sahiya
Renewal work by P.C. of Naraya Lorli motor road km 7, 8 in Chakrata Constituency, Distt. Dehradun Under Annual Repair 2022-23.
2022_pwd_42643_1
406/Nivida Dated. 25.03.2022
Open Tender
Civil Works - Roads
Item Rate
270 days
Naraya Lorli motor road km 7, 8 (Kalsi Block)
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer, Temp. Div., PWD, Sahiya
₹61,500
18 Apr 2022
31 Mar 2022
18 Apr 2022
31 Mar 2022
16 Apr 2022
6 Apr 2022
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 )
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
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 Type B as per Technical Specification clause 508. Case - I By Manual Means Using Bitumen (VG-10)
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 Bitumen (VG-10)
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
jalam singh
MAHIPAL SINGH
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