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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 Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
12 Apr 2021, 2:00 pmClosed
Executive Engineer, Temp. Div., PWD, Sahiya
Executive Engineer, Temp. Div., PWD, Sahiya
Renewal by Premix Carpet in km 3,4,5 and 6 of Naraya - Lorli motor road under Annual Repair.
2021_pwd_31726_1
961/Nivida, Dated 24-03-2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Naraya - Lorli motor road km 3 to 6
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer, Temp. Div., PWD, Sahiya
₹85,600
12 Apr 2021
30 Mar 2021
12 Apr 2021
30 Mar 2021
12 Apr 2021
5 Apr 2021
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 dry and hungry bituminous surfaces @0.40 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
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. (Manual Means)
KALAM SINGH RANA
M/S ATTAR SINGH
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