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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance CHAS BOKARO | BOKARO | JHARKHAND | 825102 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance BORIYA RAMGARH DUMKA | DUMKA | DUMKA | JHARKHAND | 814101 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹33.9 L
EMD Value
₹68,000
Closing Date
30 May 2026, 5:00 pmClosed
Executive Engineer, Rural Works Department
Executive Engineer, Samaharnalay Bhawan, Block-C, 2nd Floor, Dumka 814101
Construction of PCC Road from REO Road (Chanchane) to Simra sima. (PART - A) (L-640 Mtr)
2026_RWD_114413_1
04/2026-27/RWD/EE/DUMKA
Open Tender
Civil Works
Percentage
90 days
DUMKA
Please Refer Tender Details
4 documents required · 4 mandatory
₹5,000
₹68,000
Yes
18 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
30 May 2026
22 May 2026
22 May 2026 - 30 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 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. | - | M3 | 154.6 | - |
| 2 | Compaction original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | - | M3 | 52.6 | - |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401.
(i) G.S.B Grading - I Materials by mix in Place Method. | 1 | M3 | 2,726.4 | ₹2,723.67 |
| 4 | 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, | - | M3 | 6,505.1 | - |
| 5 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. | - | M3 | 131.3 | - |
| 6 | Add Sign Board & Photography | - | Nos | 4,195.33 | - |
| 7 | Goods & Service Tax (G.S.T.) - | 28,42,267.91 | Rs. | 0.18 | ₹5,11,608.22 |
| 8 | Labour cess- | 33,53,876.14 | Rs. | 0.01 | ₹33,538.76 |
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