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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-AOC | ₹59.1 L | L1 | Accepted-AOC ok |
| 2 | L2₹60.3 L+₹1.2 L (2.05%)Rejected-Finance | ₹60.3 L+₹1.2 L (2.05%) | L2 | Rejected-Finance ok |
| 3 | L3₹60.5 L+₹1.3 L (2.27%)Rejected-Finance | ₹60.5 L+₹1.3 L (2.27%) | L3 | Rejected-Finance ok |
| 4 | Rejected-Technical | - | - | Rejected-Technical SE LETTER NO 160 DT 11-05-2026 |
| 5 | Rejected-Technical | - | - | Rejected-Technical SE LETTER NO 160 DT 11-05-2026 |
Tender Value
₹60.5 L
EMD Value
₹1.2 L
Closing Date
21 Feb 2026, 5:00 pmClosed
EE, RWD, LATEHAR
EE, RWD, LATEHAR
Construction of Road from Gram Chhencha P.W.D. Road to R.E.O. Road via Yadav Tola (L-0.550 Km.)
2026_RWD_110203_1
RWD/LATEHAR/17/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
EE, RWD
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.2 L
Yes
22 Jun 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
21 Feb 2026
10 Feb 2026
10 Feb 2026 - 21 Feb 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 | 0.33 | Ha | 19,760.3 | ₹6,520.9 |
| - | 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.) | 489.06 | M3 | 52.6 | ₹25,724.56 |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Cement Concrete Grade M-15 & M-20 | 2.1 | M3 | 652.8 | ₹1,370.88 |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Prestressed/ Reinforced cement concrete grade M-20 & above (Deck Slab) | 4.5 | M3 | 887 | ₹3,991.5 |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Dismantling Rubble stone masonry in cement mortar | 11.25 | M3 | 286.3 | ₹3,220.88 |
| - | 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) | 1,328.66 | M3 | 131.3 | ₹1,74,453.06 |
| - | 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 | 165.82 | M3 | 61.48 | ₹10,194.61 |
| - | 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 | 333.42 | M3 | 2,541.81 | ₹8,47,490.29 |
| - | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 411.63 | M3 | 6,397.96 | ₹26,33,592.27 |
| - | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) | 2 | nos. | 1,740.9 | ₹3,481.8 |
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