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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC ITAMATI NAYAGARH NAYAGARH | ₹21.4 L | L1 | Accepted-AOC Successful Bidder Selected From Transparent Lottery System |
| 2 | L1₹21.4 LRejected-AOC AT KANTABALLAVPUR PO JAGATSINGHPUR DIST JAGATSINGHPUR PIN 754103 | JAGATSINGHPUR | JAGATSINGHPUR | ODISHA | 754103 | ₹21.4 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 3 | L1₹21.4 LRejected-AOC | ₹21.4 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 4 | L1₹21.4 LRejected-AOC ITAMATI NAYAGARH NAYAGARH | ₹21.4 L | L1 | Rejected-AOC Unsuccessful Bidder |
| 5 | L1₹21.4 LRejected-AOC | ₹21.4 L | L1 | Rejected-AOC Unsuccessful Bidder |
Tender Value
₹25.2 L
EMD Value
₹25,210
Closing Date
27 Nov 2025, 5:00 pmClosed
OO the SE,RWD,PHULBANI
OO the SE,RWD,PHULBANI
S/R to SH-1 to Nabaguba Such as Protection Berm,Retaining wall ,Ridge apron of 1x3.00x3.00m and 5x3.00x3.00mslab culvert at Ch 2/2650Km and 3/100Km and 1x4.00x4.00Boxcell culvert at Ch 0/480 KM for the year 2025-26
2025_CERWI_121399_9
Online Tender/11/SERWD PHULBANI/2025-26
Open Tender
Civil Works - Roads
60 days
OO the SE, RWD, PHULBANI
S/R to SH-1 to Nabaguba Such as Protection Berm,Retaining wall ,Ridge apron of 1x3.00x3.00m and 5x3.00x3.00mslab culvert at Ch 2/2650Km and 3/100Km and 1x4.00x4.00Boxcell culvert at Ch 0/480 KM for the year 2025-26
2 documents required · 2 mandatory
₹6,000
Yes
₹25,210
Yes
13 Feb 2026
19 Nov 2025
28 Nov 2025
19 Nov 2025
27 Nov 2025
19 Nov 2025
19 Nov 2025 - 26 Nov 2025
Earthwork in excavation of foundation in hard soil within the initial lead and lift includimg rough dressing and breaking clods with cost and conveyance of all materials royalty and taxes of all materials cost of labour T&P required for the work etc.complete as per the direction of the Engineer-in-Charge
Supplying filling in foundation and plinth with sand of approved quality in proper layers well watered and rammed with cost, conveyance, royalty, Cess and taxes of all materials and labour, T&P etc. complete as per specification and direction of the EIC.
Providing and laying plain cement concrete M-15 in foundation and plinth using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with T and P articles required for the work etc. complete as per specification and direction of the EIC(In open foundation
Providing and laying plain cement concrete M-15 in substructure using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with Tand P articles required for the work etc. complete as per specification and direction of the EIC In substructure
Plain Cement Concrete nominal mix M-20 in open foundation using 12mm size chips including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with Tand P articles required for the work etc. complete as per specification and direction of the EIC
Supplying & fixing 15cm dia 1.0m long guard post of RCC M20 using 3.5kg of steel for each guard post with 20mm down graded chips including cost of all materials reinforcement centering shuttering and watering etc. complete in all respect as per the specification and direction of the Engineer-in-Charge
Rough stone dry packing boulder pitching/ bounder in approns and revertments with hard stone (15cm to 30cm) including cost of all materials reinforcement centering shuttering and watering etc. complete in all respect as per the specification and direction of the Engineer-in-Charge
Providing weep hole in brick masonry /plain/reinforcement concrete abutment/wing wall / return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V to 20H towards drawing face etc complete as per the specification and direction of the Engineer-in-Charge
Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with ordinary compaction including cost of labour T and P etc. complete as per specification and direction of the E.I.C
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_565058.pdf
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Tendernotice_1.pdf
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BOQ_565058.xls
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