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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC After drawal of lottery |
| 2 | L1₹4.2 LRejected-AOC | ₹4.2 L | L1 | Rejected-AOC After drawal of lottery |
| 3 | L1₹4.2 LRejected-AOC AT KAKUDIPALLI PO PS PATTAMUNDAI DIST KENDRAPARA | PATTAMUNDAI | KENDRAPARA | ODISHA | ₹4.2 L | L1 | Rejected-AOC After drawal of lottery |
| 4 | L1₹4.2 LRejected-AOC | ₹4.2 L | L1 | Rejected-AOC After drawal of lottery |
| 5 | L1₹4.2 LRejected-AOC | ₹4.2 L | L1 | Rejected-AOC After drawal of lottery |
Tender Value
₹5.0 L
EMD Value
₹5,040
Closing Date
23 Dec 2025, 5:00 pmClosed
E.E., R.W. Division No.-I, Ganjam, Berhampur
O/o the S.E., R.W. Division No.-I, In-front of De-paul School, Engineering School Road, Ganjam, Berhampur, 760010
SR to Ghodapada Padapada Nuasahi Dhobabania Road
2025_CERWI_123058_1
OT-14/SERWDG-1/25-26
National Competitive Bid
Civil Works - Roads
30 days
Berhampur
2 documents required · 2 mandatory
₹4,000
₹5,040
Yes
21 Jan 2026
12 Dec 2025
24 Dec 2025
12 Dec 2025
23 Dec 2025
12 Dec 2025
12 Dec 2025 - 22 Dec 2025
Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer in charge.
Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only
Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge
Providing Plain Cement concrete M-15 in Sub Structure upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge
Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.
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finance_571349.pdf
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