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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.8 LAccepted-AOC VILL KURUABAHI SATRA P O KURUABAHI SATRA P S BOKAKHAT DIST GOLAGHAT ASSAM PIN CODE 785615 | BOKAKHAT | GOLAGHAT | ASSAM | 785615 | ₹39.8 L | 1 | Accepted-AOC accepted |
| 2 | 1₹39.8 LRejected-AOC | ₹39.8 L | 1 | Rejected-AOC rejected |
| 3 | 1₹39.8 LRejected-AOC | ₹39.8 L | 1 | Rejected-AOC rejected |
Tender Value
₹44.2 L
EMD Value
₹88,488
Closing Date
27 Dec 2024, 2:00 pmClosed
Executive Engineer, PWRD
EE office, PWRD, Bokakhat
Construction of (1) Road from Pathori to Selek,(2) Road from Hatkhula to Borbam Babathan and (3) Sewni Bor Namghar Path under SOPD(G) for the year 2024-25 under Bokakhat and Dergaon Territorial Road Division, Bokakhat LAC
2024_PWD_41570_1
BDTRD_SOPD(G)_24_25_06
Open Tender
Civil Works
Item Rate
90 days
Bokakhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹88,488
Yes
EE office, PWRD, Bokakhat
8 May 2025
23 Dec 2024
27 Dec 2024
23 Dec 2024
27 Dec 2024
23 Dec 2024
23 Dec 2024 - 23 Dec 2024
23 Dec 2024
Amount
1) Construction of Road from Pathori to Selek: Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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 (ii) From Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, 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. (ii) From Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
2) Construction of Road from Hatkhula to Borbam Babathan: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material / irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
3) Construction of Sewni Bor Namghar Path : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities,removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
RAJIB DUTTA (BID ID -253084)
TIKENDRAJIT NATH (BID ID -252787)
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