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Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
15 Sept 2026, 5:00 pm
Executive Engineer, RWD Works Division Jamtara
Executive Engineer, RWD Works Division Jamtara
Construction of Road from Ghoradaha to Salkunda via Tuskutti (5.200 KM)
2026_RWD_117743_1
RWD/JAMTARA/09/2026-27
Open Tender
Civil Works
Percentage
540 days
NALA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹10.0 L
24 Aug 2026
24 Aug 2026
18 Sept 2026
24 Aug 2026
15 Sept 2026
24 Aug 2026
24 Aug 2026 - 15 Sept 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 | 3.24 | Ha | 19,760.3 | ₹64,023.37 |
| - | 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 |
| - | 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.) | 4,408.85 | M3 | 52.6 | ₹2,31,905.51 |
| - | 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) | 29,228.39 | M3 | 131.3 | ₹38,37,687.61 |
| - | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction. | 400.72 | M3 | 62.4 | ₹25,004.93 |
| - | 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 | 1,144.75 | M3 | 61.48 | ₹70,379.23 |
| - | 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 | 2,667.56 | M3 | 2,459.78 | ₹65,61,610.74 |
| - | 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. | 1,688.47 | M3 | 2,773.82 | ₹46,83,511.86 |
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details.html
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Tendernotice_1.pdf
PDF • 1.15 MB
DOUBLEF2BIDDOCUMENTGhoradaha.pdf
Tender Documents • 1.08 MB
BOQ_159166.xls
BOQ • 0.31 MB
Corrigendum.pdf
PDF • 0.16 MB
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