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Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
13 Jun 2026, 5:00 pm6d left
EE, RWD, LATEHAR
EE, RWD, LATEHAR
Construction of Road from Panchayat Bhawon P.W.D. Road to Koyal River via Ananbadi G.P. Chaicha (L -2.800 Km.)
2026_RWD_114806_1
RWD/LATEHAR/21/2024-25
Open Tender
Civil Works - Roads
450 days
EE, RWD
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹6.8 L
Yes
5 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
13 Jun 2026
5 Jun 2026
5 Jun 2026 - 13 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | 1.88 | Ha | 19,760.3 | ₹37,149.36 | BI01010001010000000000000515BI0100001115 |
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 | 26.01 | M3 | 442.6 | ₹11,512.03 | BI01010001010000000000000515BI0100001116 | |
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.) | 2,769.35 | M3 | 52.6 | ₹1,45,667.81 | BI01010001010000000000000515BI0100001117 | |
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) | 14,103.94 | M3 | 131.3 | ₹18,51,847.32 | BI01010001010000000000000515BI0100001118 | |
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 | 1,081.96 | M3 | 61.48 | ₹66,518.9 | BI01010001010000000000000515BI0100001119 | |
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 | 1,641.61 | M3 | 2,459.78 | ₹40,37,999.45 | BI01010001010000000000000515BI0100001120 | |
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. | 1,051.12 | M3 | 2,773.82 | ₹29,15,617.68 | BI01010001010000000000000515BI0100001121 | |
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.) | 6,737.96 | M2 | 82.46 | ₹5,55,612.18 | BI01010001010000000000000515BI0100001122 | |
Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. | 6,737.96 | M2 | 16.37 | ₹1,10,300.41 | BI01010001010000000000000515BI0100001123 | |
Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 6,737.96 | M2 | 13.22 | ₹89,075.83 | BI01010001010000000000000515BI0100001124 |
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