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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 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹20.5 L
EMD Value
₹52,000
Closing Date
24 Feb 2024, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Under Renewal Year 2024-25, Renewal of Km 4 to majhola Mornola Motor Road to Patiya Tigri Road By Cold Mix.
2024_pwd_69021_1
172/6AC Date- 25-01-2024(05)
Open Tender
Civil Works - Roads
270 days
SITARGANJ
Please refer Tender documents.
1 document required · 1 mandatory
₹2,360
Executive Engineer, C.D., P.W.D., Khatima
₹52,000
24 Feb 2024
5 Feb 2024
24 Feb 2024
5 Feb 2024
24 Feb 2024
5 Feb 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
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 A, Type B and Type C as per Technical Specification Clause 510 Type B
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
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
M/S SAJJAD HUSSAIN
SHAHJI CONTRACTORS
M/S bamrah traders
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