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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | -0.15% | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | -0.07% | ₹2.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.0 CrAdmitted-Finance | -0.05% | ₹2.0 Cr | L3 | Admitted-Finance |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
25 Mar 2026, 6:00 pmClosed
CHIEF ENGINEER KANPUR
CHIEF ENGINEER KANPUR
Construction of CC road from village Paswara Damaura road to Paswara Pahar of Distt- Mahoba
2026_MSME_1127704_1
05/CE/25-26
Open Tender
Civil Works
180 days
MAHOBA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,780
Yes
Executive Engineering UPSIC KANPUR
₹2.0 L
KANPUR
9 Apr 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of embankment 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. | |||||
| 2Construction of granular sub-base by providing coarse 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 vibratory roller toachieve the desired density, complete as per clause 401. | |||||
| 3Construction 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, cement content not to be less than 150 kg/ cum, 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. | |||||
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. SOR Sch No 504 : 10.3.1 | |||||
| 5Construction of un-reinforced , plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse Aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using cruing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification clause 1501 | |||||
| 6Construction of RCC Culvert 7.00 Mtr Lenth.1.00 Mtr Span | |||||
| 7 | S&F Information Sign Board. | - | Job | 6,500 | - |
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Tendernotice_1.pdf
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NITRCCRoadPaswaraDamauhMargMahoba.pdf
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BOQ_2103301.xls
BOQ • 0.26 MB
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