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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L1₹76.0 LRejected-Finance | L1 | Rejected-Finance Not awarded | |
| 3 | L2₹76.0 LSame as L1Rejected-Finance | L2 | Rejected-Finance Not awarded | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical PATACHARKUCHI WARD NO 4 PO PS PATACHARKUCHI DIST BARPETA ASSAM | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
18 Jan 2021, 2:00 pmClosed
EE, BPS TR Division, Pathsala
O/o the EE, BPS TR Division, Pathsala
Construction of Link Road from Barsimla PWD Road to Digholdong Kairatari Barshimla under TSP area for the year 2020-21(Package No. BPSTRD/Tech/SOPDG/CS-33)
2021_PWD_19997_1
BPSTRD/Tech/SOPD/CS-33/2281
Open Tender
Civil Works – Roads
Item Rate
90 days
Barsimla
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,550
Yes
Empowered Officer, Assam State Road Board
₹1.7 L
Yes
24 Aug 2021
8 Jan 2021
18 Jan 2021
8 Jan 2021
18 Jan 2021
8 Jan 2021
8 Jan 2021 - 18 Jan 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking of serviceable materials to be used or auctioned , up to a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. By manual Means. In area of non- throny jungle .
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Clause 301.5 (i) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift up to 1.50 m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land
Construction of Granular Sub-base by providing local material spreading in uniform layers by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification 401...(ii)For Grading II Materials.
Providing, laying, spreading and compacting stone aggregates of 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 405.(B) By Manual Means.
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 ( inclusive edge restraint and carriage).
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings andTechnical Specification Clause 1701 (iv) 60cm x 60 cm x 60 cm equilateral triangle)
hanif ali ahmed
Hitesh Kumar Das
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tech_eval.pdf
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