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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical GIDDHAUR DISTRICT CHATRA | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical BALUMATH LATEHAR | LATEHAR | JHARKHAND | 822111 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical AT PARWAL PO DATIA PS BHARNO DIST GUMLA JHARKHAND 835324 | 835324 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical JAI PRAKASH NAGAR 0 0 JAKKANPUR PATNA BIHAR 800001 | PATNA | BIHAR | 800001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹5.5 Cr
EMD Value
₹11.1 L
Closing Date
1 Jul 2026, 5:00 pmClosed
Executive Engineer, RWD, Works Diision, Gumla
O/O E.E.RWD, Works Division, Gumla
Construction of Road From Karanj to Narsinghpur via Maladon, Block-Bharno, Dist-Gumla (L-5.100 Km.)
2026_RWD_115576_1
12R1/2024-25/RWD/W/EE/GUMLA
Open Tender
Civil Works
Percentage
548 days
Gumla
Please refer Tender Document
4 documents required · 4 mandatory
₹10,000
₹11.1 L
3 Jul 2026
25 Jun 2026
3 Jul 2026
25 Jun 2026
1 Jul 2026
25 Jun 2026
25 Jun 2026 - 1 Jul 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 | 3.15 | Ha | 19,760.3 | ₹62,244.94 |
| - | 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 | 4.2 | M3 | 652.8 | ₹2,741.76 |
| - | 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) | 9 | M3 | 887 | ₹7,983 |
| - | 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 | 22.5 | M3 | 286.3 | ₹6,441.75 |
| - | Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
Above 900mm | 35 | M3 | 1,000.5 | ₹35,017.5 |
| - | 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.) | 4,440.13 | M3 | 52.6 | ₹2,33,550.84 |
| - | 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) | 19,551.39 | M3 | 131.3 | ₹25,67,097.51 |
| - | 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 | 1,867.72 | M3 | 61.48 | ₹1,14,827.43 |
| - | 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 | 2,692.3 | M3 | 1,885.48 | ₹50,76,277.8 |
| - | 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. | 1,289.41 | M3 | 2,170.94 | ₹27,99,231.75 |
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