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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-AOC 16 6 OJHA NIWAS MATHURA ROAD FARIDABAD HARYANA 121002 | FARIDABAD | HARYANA | 121002 | ₹37.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.7 LRejected-Finance H NO 17 ROAD NO 3 ZONE NO 9 BIRSA NAGAR JAMSHEDPUR EAST SINGHBHUM | JAMSHEDPUR | EAST SINGHBHUM | JHARKHAND | ₹37.7 L | L2 | Rejected-Finance L2 |
Tender Value
₹37.7 L
EMD Value
₹75,500
Closing Date
30 Apr 2026, 5:00 pmClosed
ZILA ABHIYNATA OFFICE LATEHAR
ZILA ABHIYNATA OFFICE LATEHAR
Construction of PCC Road from Bhandar Tola to Bada Talab at village Bhatchatra GP Shibla Block Bariyatu District Latehar
2026_ZPLAT_113081_1
ZP/LATEHAR/25/2025-26/Gr_01 (2nd call)
Open Tender
Civil Works - Roads
Percentage
135 days
BARIYATU
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹75,500
18 Jul 2026
18 Apr 2026
2 May 2026
18 Apr 2026
30 Apr 2026
18 Apr 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 | - | hac | 19,760.3 | - |
| 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 | - | CUM | - | - |
| 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 | - | CUM | 131.3 | - |
| 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 | - | CUM | 1,437.6 | - |
| 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 | - | CUM | 5,360.4 | - |
| 6 | Carriage of materials
Cement | - | CUM | - | - |
| 7 | Sand | - | CUM | - | - |
| 8 | Stone Chips | - | CUM | - | - |
| 9 | Earth work in excavation for structures as per drawing and technical specification caluse 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavation suitable material.
S.O.R. Item No. 3.13 (i) A | - | M3 | - | - |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Tchnical Specification. | - | M3 | - | - |
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