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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.6 LAccepted-AOC PLOT NO UG 12 13 PANCHASAKHA NAGAR P O DUMDUMA P S KHANDAGIRI BHUBANESWAR KHORDHA | BHUBANESWAR | KHORDHA | ODISHA | 1 | Accepted-AOC Agrt Done | |
| 2 | 2₹17.6 LSame as 1Rejected-Finance | 2 | Rejected-Finance Lottery |
Tender Value
₹17.6 L
EMD Value
₹17,620
Closing Date
28 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE RW Divn No-II, Keonjhar
SE RW Divn No-II, Keonjhar
SR to Khuntapada to Neundi Road
2026_CERWI_124663_2
Road Online NCB No15
National Competitive Bid
Civil Works - Roads
Percentage
30 days
Neundi
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹17,620
Yes
4 Jul 2026
16 Jan 2026
29 Jan 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
16 Jan 2026 - 27 Jan 2026
Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling & trees girth upto 300 mm , removal of stumps of trees cut earlier 7 disposal of un service material to be used for auctioned up to a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness etc complete.
Clearing the existing black topped surface including removal of binding materials & other foreign materials with wire brush & small picks, sweeping with brush/ broom & finally dusting with old gunny bags or compressed air to receive bitumen etc complete as per direction of Engineer-in-charge
Providing and applying Tack coat with rapid Emulsion (RS) including cost, conveyance, etc complete as per direction of Engineer-in-charge.
Labour for scrapping cleaning road surface applying tack coat using 3.00 kg of Bitumen for 10 sqm and laying 37.5 mm thick BUSG in one layerusing 0.45 cum of 25 mm to 40 mm size Granite metal and 12.00 kg Bitumenof penetration Grade for 10 sqm with 0.12 cum of 12 mm size chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and preading bitumenmetal chips and rlling with PRR and all other machineries including cost and conveyance of all materials etc complete
Providing & laying semidense bituminous concrete with Hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder (60/70) penetration Grade of Bitumen, transporting the hot mix to the site, laying with aMechanical paver Finisher to the required grade, level & alignmen, rolling with smooth wheeled vibratory & tandem Roller to achieve the desired compaction as per clause 508 of Mo SRT&H Specifications etc complete.
Earth work in in hard soil or Gravelly soil in embankments , roads etc within 50 m initial lead & 1.5 mtr initial lift including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 0.30m in depth as per specification approved by the department along with proper compaction with P.R.R including hire & running chargs of P.R.R ( Measurements to be taken on finished compacted section of the fill)
Supplying & fixing 15 cm dia 1.00 m long guard posts of RCC (1:2:4) using 7.5 kg of steel for each guard post with 12 mm size black hard granite chips including cost of all reinforcement and materials, centering, shuttering and watering, carrying etc complete as per direction of Engineer-in-Charge.
Earth work in excavation of Foundation in all kinds of soil including roudressing, levelling the bed etc complete as per direction of Engineer-in-charge
Filiing Foundation and plinth with sand including watering, ramming etcincluding cost, conveyance, royality and all taxes including additional charges, DMF and EMF etc complete
Providing Plain Cement Concrete with M15 grade concrete including cost, conveyance, royality and all taxes including additional charges, DMF and EMF etc complete as per direction of Engineer-in-charge. (A) Foundation ( Without dewatering)
(B) Above Foundation
Providing weepholes in Brick Masonery/plain/reinforced concrete Abutments, Wing walls/ return Walls with 100 mm dia A.C pipe extending through the full width of the structure with slopeof 1 v :20 H towards drawing face complete as per Technical specifications
Metal spall backing in the rear of well steining or weep holes of abutment and for deep drains as per direction of Engineer-in-charge
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_576146.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_576146.xls
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