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Tender Value
₹31.7 L
EMD Value
₹63,500
Closing Date
29 Aug 2026, 5:00 pm6d left
EXECUTIVE ENGINEER
R.D SPL DIVISION, GODDA.
Construction of P.C.C Road From Jamua Bridge to Jyotish Jaisal In Village Janua Panchayat Pandubathan Block Godda District Godda.
2026_RDSPL_117616_1
RWD/SD/GODDA/14/2026-27 Group No 02)
Open Tender
Civil Works
Percentage
90 days
GODDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹63,500
20 Aug 2026
20 Aug 2026
31 Aug 2026
20 Aug 2026
29 Aug 2026
20 Aug 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 of grass and removal of rubbish upto a distance of 50 m outside the periphery of the area as per technical specification. | 0.14 | Ha | 19,760.3 | ₹2,766.44 |
| 2 | Loosening,leveling and compacting original ground supporting embankment to faciliate placement of first layer of embankment,scraified to depth of 150 mm mixed with water of OMC and then compacted by rolling as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per technical specification clause 301.41 | 210.45 | cum | 62.3 | ₹13,111.03 |
| 3 | 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. | 420.3 | cum | 131.3 | ₹55,185.39 |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1)
By MIX in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material | 210.45 | sqm | 1,437.6 | ₹3,02,542.92 |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 280.6 | cum | 5,316.1 | ₹14,91,697.66 |
| 6 | Carriage of material: (i)Cement | 118.02 | MT | 549.1 | ₹64,804.78 |
| 7 | (ii)sand | 120.66 | cum | 446.68 | ₹53,896.41 |
| 8 | (iii)stone chips | 375.44 | cum | 1,305.4 | ₹4,90,099.38 |
| 9 | (iv) Metal | 134.69 | cum | 1,409.56 | ₹1,89,853.64 |
| 10 | GST @ 18% | 26,63,957.65 | Rs. | 0.18 | ₹4,79,512.38 |
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