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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical STEEL CITY BOKARO | BOKARO | JHARKHAND | 825102 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical BOKARO | BOKARO | JHARKHAND | 825102 | Admitted-Fee/PreQual/Technical |
Tender Value
₹99.8 L
EMD Value
₹2 L
Closing Date
24 Sept 2026, 5:00 pmClosed
Exe Eng R D Spl Div, Dhanbad
Exe Eng R D Spl Div, Dhanbad
Construction of P.C.C. Road from Community Hall to Bera under Amtal Panchayat of Baliyapur Block Dist. Dhanbad
2026_RDSPL_118683_1
32/2026-27/RDSD/EE/Dhanbad
Open Tender
Civil Works
Percentage
270 days
Nirsa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2 L
26 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
24 Sept 2026
15 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.Ref. to M.201 (i)By Manual means:-(A)In area of light jungle. | 0.53 | Ha | 88,499.5 | ₹46,904.74 |
| 2 | 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 300-2.305 For Flank Filling | 507.5 | M3 | 131.3 | ₹66,634.75 |
| 3 | 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.By Mix in Place Method.Rate per cum for grading-I Material | 793.08 | M3 | 1,437.6 | ₹11,40,131.81 |
| 4 | 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 .602.Cement Concrete Pavement. | 1,057.5 | M3 | 5,360.4 | ₹56,68,623 |
| 5 | Carraige of material (a) Cement | 429.35 | MT | 521.2 | ₹2,23,777.22 |
| 6 | (b) Sand | 454.73 | M3 | 625.24 | ₹2,84,315.39 |
| 7 | (c ) Chips | 1,258.43 | M3 | 472.12 | ₹5,94,129.97 |
| 8 | (d) Stone Metal | 293.46 | M3 | 503.37 | ₹1,47,718.37 |
| 9 | (d) Dust | 420.36 | M3 | 472.12 | ₹1,98,460.36 |
| 10 | Goods & Service Tax (G.S.T.) - | - | Rs. | 0.18 | - |
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Tendernotice_1.pdf
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SBD32.pdf
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BOQ_160505.xls
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