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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical AT DIANGHARI BAIDUNARA HARLA SECTOR 9 BOKARO JHARKHAND 827009 | BOKARO | JHARKHAND | 827009 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical BELAVATIKAR TOLA RARO P S DANDAI GARHWA | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | Admitted-Fee/PreQual/Technical |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
3 Jun 2026, 5:00 pmClosed
EE RWD Works Division Dhanbad
EE RWD Works Division Dhanbad
Construction of Road from Topchanchi Gomoh Main Road Vill. Mango Tola Dhowatand to Chitro Middle School Main Road (L-3.315 Km.)
2026_RWD_114205_12
01/RWD/DHANBAD/26-27
Open Tender
Civil Construction Goods
Percentage
450 days
Dhanbad
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹6.1 L
Yes
5 Jun 2026
19 May 2026
5 Jun 2026
19 May 2026
3 Jun 2026
19 May 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 | 1.31 | Ha | 19,760.3 | ₹25,885.99 |
| - | 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.) | 948.06 | M3 | 52.6 | ₹49,867.96 |
| - | Dismantling of Cement Concrete Pavements (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately) | 67.5 | M3 | 442.6 | ₹29,875.5 |
| - | 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)
Cement Concrete Grade M-15 & M-20 | 2.3 | M3 | 652.8 | ₹1,501.44 |
| - | 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) | 4.92 | M3 | 887 | ₹4,364.04 |
| - | 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 | 12.3 | M3 | 286.3 | ₹3,521.49 |
| - | 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) | 5,284.56 | M3 | 131.3 | ₹6,93,862.73 |
| - | 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. | 820.24 | M3 | 62.4 | ₹51,182.98 |
| - | 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 | 851.4 | M3 | 2,275.18 | ₹19,37,088.25 |
| - | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 143.54 | M3 | 3,513.4 | ₹5,04,313.44 |
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