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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC MATIPUNG ROAD CITY TOWN DIPHU P O P S DIPHU DIST KARBI ANGLONG | KARBI ANGLONG | ASSAM | 782436 | ₹2.2 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹2.4 Cr+₹12.5 L (5.56%)Rejected-AOC | ₹2.4 Cr+₹12.5 L (5.56%) | L2 | Rejected-AOC allotted to lowest bidder L1 |
| 3 | L3₹2.5 Cr+₹22.5 L (10.0%)Rejected-AOC | ₹2.5 Cr+₹22.5 L (10.0%) | L3 | Rejected-AOC allotted to lowest bidder L1 |
Tender Value
Refer Docs
EMD Value
₹5.0 L
Closing Date
2 Apr 2025, 2:00 pmClosed
ACEH PWD
ACEH
1.DLHS road to Tamulbari 2.Dayaram ME School Approach road 3. Disagisim sibnagar road to langkhailu village 4.Upper Chapong to Irrrigation Dam 5.Majgaon to Dimasa Gaon to Cremation Ground 6. Huglakata to Sunpura.
2025_KAAC_43358_1
ACEH/TECH/CS/SOPD/14/2024-25
Open Tender
Civil Works – Roads
Item Rate
180 days
DIPHU and Bakulia
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Yes
₹5.0 L
Yes
27 May 2025
11 Mar 2025
4 Apr 2025
11 Mar 2025
2 Apr 2025
11 Mar 2025
11 Mar 2025 - 2 Apr 2025
Amount
Heavy Dressing-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.
Earthwork-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 (ii) From Private Land
Construction of Subgrade and Earthen Shoulders-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
Heavy Dressing-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 granular surface course 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
Construction of NP3 type Hume Pipe culvert of length10.00 m including fitting and fixing hume pipe in position in 1st. Class bedding, C.C. work in parapet wall ,cement plastering and catch water drain and protection work and earth cushioning etc. complete as directed.
Subhash Houlder (BID ID -264769)
SRI RAJ ENGLENG (BID ID -263648)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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