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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC GRAM AND POST KHATWARA THANA TEHSIL RAJAPUR DISTRICT CHITRAKOOT UTTAR PRADESH | KHATWARA | CHITRAKOOT | UTTAR PRADESH | ₹44.0 L | L1 | Accepted-AOC OK |
| 2 | L2₹48.7 LRejected-Finance | ₹48.7 L | L2 | Rejected-Finance High |
| 3 | L3₹50.0 LRejected-Finance | ₹50.0 L | L3 | Rejected-Finance High |
| 4 | L4₹50.3 LRejected-Finance | ₹50.3 L | L4 | Rejected-Finance High |
| 5 | L5₹50.6 LRejected-Finance | ₹50.6 L | L5 | Rejected-Finance High |
Tender Value
₹66 L
EMD Value
₹5.3 L
Closing Date
16 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of the SE Banda Circle PWD Banda
Special Repair work of Rauli Kalyanpur to Pandey ka purwa link road affected by the Bharatkoop mining area at district Chitrakoot (CC work)
2026_CEBAN_1135367_2
1653/35C-Banda Circle/ 2026-27 Dated 01-04-2026
Open Tender
Civil Works
60 days
Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹5.3 L
Office of the SE Banda Circle PWD Banda
2 May 2026
10 Apr 2026
16 Apr 2026
10 Apr 2026
16 Apr 2026
10 Apr 2026
13 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 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | cum | - | - |
| 2 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | - | cum | - | - |
| 3 | Construction of reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 | - | - |
| 4 | Providing Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime manually spread having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade | - | cum | - | - |
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BOQ_2119746.xls
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