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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Substantially Responsive |
| 2 | Accepted-Technical | Accepted-Technical Substantially Responsive |
| 3 | Accepted-Technical | Accepted-Technical Substantially Responsive |
| 4 | Accepted-Technical | Accepted-Technical Substantially Responsive |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
22 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EE RWD WORKS DIVISION CHAIBASA
RWD/CHAIBASA/05/2023-24 Construction of road from Village Bikuli to Rabangsai (Length-3.22Km)
2026_RWD_112442_1
03/RII/2023-24/RWD/EE/CHAIBASA
Open Tender
Civil Works
Percentage
450 days
CHAIBASA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹6.0 L
Yes
9 Sept 2026
6 Apr 2026
23 Apr 2026
6 Apr 2026
22 Apr 2026
6 Apr 2026
6 Apr 2026 - 22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 | - | Ha | - | - |
| - | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
Bituminous Courses by Mechanical Means | - | M3 | - | - |
| - | 2.04 (ix) - Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
(C) Above 900mm | - | M3 | - | - |
| - | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | - | M3 | - | - |
| - | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | - | M3 | - | - |
| - | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
Rolling with smooth wheeled roller | - | M3 | - | - |
| - | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
With Grading-I Material | - | M3 | - | - |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | M3 | - | - |
| - | Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) | - | M2 | - | - |
| - | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. | - | M2 | - | - |
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tech_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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SBD_Bikuli_Rabangsai.pdf
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BOQ_151818.xls
BOQ • 0.30 MB
Corrigendum.pdf
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