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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.6 LAdmitted-Fee/PreQual/Technical/Finance | -40.21% | ₹24.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.7 L+₹1.1 L (4.52%)Admitted-Fee/PreQual/Technical/Finance DUMKA | JHARKHAND | 814101 | -37.51% | ₹25.7 L+₹1.1 L (4.52%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.0 L+₹3.5 L (14.1%)Admitted-Fee/PreQual/Technical/Finance GRAM NURPADA GHATARSIKPUR PO DUMKA DIST DUMKA JHARKHAND | DUMKA | JHARKHAND | 814101 | -31.76% | ₹28.0 L+₹3.5 L (14.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹29.4 L+₹4.8 L (19.6%)Admitted-Fee/PreQual/Technical/Finance CHAKMUHA DHOGARIYA DUMKA | DUMKA | JHARKHAND | 814101 | -28.51% | ₹29.4 L+₹4.8 L (19.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹32.6 L+₹8.1 L (32.9%)Admitted-Fee/PreQual/Technical/Finance BARHA NARGANJ KATHIKUND DUMKA JHARKHAND | -20.51% | ₹32.6 L+₹8.1 L (32.9%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹41.1 L
EMD Value
₹82,500
Closing Date
12 Aug 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
RURAL DEVELOPMENT SPECIAL DIVISION DUMKA
CONSTRUCTION OF PCC ROAD FROM PALAN TO BASMATA, VILLAGE- BASMATA, PANCHAYAT- KOLARKONDA, BLOCK- MASALIYA, DISTT. - DUMKA
2026_RDSPL_116731_1
RDSD/DMK/UNTIED/28/26-27_Gr07
Open Tender
Civil Works
Percentage
90 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹82,500
14 Aug 2026
31 Jul 2026
14 Aug 2026
31 Jul 2026
12 Aug 2026
31 Jul 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 | Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. | 0.6 | M3 | 151.82 | ₹90.94 |
| 2 | Construction of Granular Sub Base using crusher run, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and coompacting with vibratory roller to achieve the desired density , complete as per clause 401 | 0.8 | M3 | 1,437.6 | ₹1,150.08 |
| 3 | 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 | 0.8 | M3 | 5,316.1 | ₹4,252.88 |
| 4 | 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 | 0.6 | M3 | 55.28 | ₹33.17 |
| 5 | Carriage of Material
Cement=15KM | 0.8 | MT | 549.1 | ₹438.73 |
| 6 | sand = 12KM | 0.4 | M3 | 293.56 | ₹117.42 |
| 7 | Stone Chips =60 KM | 0.4 | M3 | 1,007.8 | ₹402.11 |
| 8 | Stone Metal = 60 KM | 0.2 | M3 | 1,085.92 | ₹217.18 |
| 9 | Stone Dust = 60 KM | 0.2 | M3 | 1,007.8 | ₹201.56 |
| 10 | Add 18% for G.S.T. | - | each | 6,20,347.58 | - |
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