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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance NAGAR UTARI GARHWA | -5.50% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance JHARKHAND | -2.45% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -2.27% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical CHANDWA LATEHAR JHARKHAND | - | - | - | Rejected-Technical Reject |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
26 Feb 2026, 5:00 pmClosed
ZILA ABHIYNATA OFFICE LATEHAR
ABHIYNATA OFFICE LATEHAR
Construction of PCC Road from Tinmuhan To Tikuliyatand Domuhan at vill-Ichabar, Panchayat-Dhankara, Block-Latehar
2026_ZPLAT_110303_1
ZP/LATEHAR/23/2025-26 /Gr_03 (2nd call)
Open Tender
Civil Works - Roads
Percentage
270 days
ICHABAR LATEHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.2 L
12 Mar 2026
14 Feb 2026
28 Feb 2026
14 Feb 2026
26 Feb 2026
14 Feb 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 Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR NO. 2.02 RDD | 0.62 | hac | 19,760.3 | ₹12,251.39 |
| 2 | 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.
SOR NO. 3.20 case (i) RDD | 929.63 | CUM | 52.6 | ₹48,898.54 |
| 3 | Construction of Subgrade and Earthen 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. SOR. ITEM NO. 3.18 RDD | 4,775.25 | CUM | 131.3 | ₹6,26,990.33 |
| 4 | Granular Sub-Base with Graded Material (Table:- 400-1) 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. SOR. ITEM NO. 4.01 B(iii)RDD | 1,025.81 | CUM | 1,437.6 | ₹14,74,704.46 |
| 5 | Cement Concrete Pavement 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 | 854.84 | CUM | 5,360.4 | ₹45,82,284.34 |
| 6 | Carriage of materials
Cement | 510.18 | CUM | 549.1 | ₹2,80,139.84 |
| 7 | Sand | 384.68 | CUM | 372.28 | ₹1,43,208.67 |
| 8 | Stone Chips | 2,081.36 | CUM | 338.2 | ₹7,03,915.95 |
| 9 | Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 51.44 | M3 | 167.33 | ₹8,607.46 |
| 10 | Providing coarse clean sand in filling in road embankment including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 3 | M3 | 589.51 | ₹1,768.53 |
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