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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance GRAM GUMGI THANA TISRI DISTRICT GIRIDIH | GIRIDIH | JHARKHAND | 815301 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.0 L
EMD Value
₹16,000
Closing Date
23 Jun 2026, 5:00 pmClosed
Executive Engineer, Rural Works Department
Executive Engineer, Samaharnalay Bhawan, Block-C, 2nd Floor, Dumka 814101
Construction of PCC Road from House of Aashish Saha to House of Jharu Chaudhary in Village Chorkatta (L-201. 00.)
2026_RWD_115238_1
06/RI/25-26/RWD/EE/DUMKA
Open Tender
Civil Works
Percentage
90 days
DUMKA
Please Refer tender documents
4 documents required · 4 mandatory
₹1,250
₹16,000
Yes
25 Jun 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
15 Jun 2026 - 23 Jun 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 hydrolic excavator including cutting and loading , trimming bottm and side slope as per requirement with lead upto 1000 m as per Technical Specification . | 1 | M3 | 1 | ₹1 |
| - | Compacting original ground supporting subgrade as per Technical Specification table 300-2 for subgrade construction. | 1 | M3 | - | - |
| - | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
With Grading-I Material (crushed stone aggregate) | 1 | M3 | - | - |
| - | 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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 1 | M3 | - | - |
| - | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | M3 | - | - |
| - | Sign boards and Photographs | - | No. | - | - |
| - | Goods & Service Tax (G.S.T.) - | - | Rs. | 0.18 | - |
| - | Labour Cess - | - | Rs. | 0.01 | - |
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