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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
19 Sept 2026, 5:00 pmClosed
Executive Engineer, RWD Works Division, Godda.
O/o Executive Engineer, RWD Works Division, Godda.
Construction of Road from PMGSY road to Gadgulal Paharpur (L-1.180 Km.)
2026_RWD_117882_1
01/202627/RWD/EE/GODDA
Open Tender
Civil Works
Percentage
270 days
GODDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.5 L
Yes
21 Sept 2026
25 Aug 2026
21 Sept 2026
25 Aug 2026
19 Sept 2026
25 Aug 2026
25 Aug 2026 - 19 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 | Dismentalling of existing structures like culverts , brdges , retaining walls and other structures comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary , sorting the dismentled materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000 metres. for Stone Masonry | 61.88 | M3 | 286.3 | ₹17,716.24 |
| 2 | Dismentalling of existing structures like culverts , brdges , retaining walls and other structures comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary , sorting the dismentled materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000 metres. for RCC Slab | 5.15 | M3 | 1,263.7 | ₹6,508.06 |
| 3 | 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 | 0.24 | Ha | 19,760.3 | ₹4,663.43 |
| 4 | Clearing grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and tree of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specifications | 0.24 | Ha | 88,499.5 | ₹20,885.88 |
| 5 | 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. | 146.84 | M3 | 62.4 | ₹9,162.82 |
| 6 | 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 | 568.81 | M3 | 61.48 | ₹34,970.44 |
| 7 | 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) | 3,846 | M3 | 131.3 | ₹5,04,979.8 |
| 8 | 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 | 341.61 | M3 | 2,002.59 | ₹6,84,104.77 |
| 9 | 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. | 222.76 | M3 | 2,293.88 | ₹5,10,989.3 |
| 10 | 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.) | 1,485.08 | M2 | 82.79 | ₹1,22,949.77 |
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