Gram Kapsa me Adalat ke Dukan ke samne se Nahar Patri hote hue Mataji Mandir Sthan ke aage tak CC Road ka Nirman karya
Director Cum Chief Engineer RED · Gonda · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.2L
- EMD: ₹40K
- Published: 20 Sep 2026
- Closing date: 29 Sep 2026
- Status: open
- Office: CHIEF ENGINEER EAST
Description
Construction of CC road from near the court shop in Gram Kapsa to Mataji Mandir area, including earthwork, granular sub-base, stone aggregate water bound macadam, cement concrete pavement, and inauguration stone fixing.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (5)
- Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30m. (100") lead. The earth from cutting to be used in making embankment or to be deposited material required as per direction of Engineer-in-charge. — Qty: 625.625 Cum
- 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 — Qty: 107.25 Cum
- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 — Qty: 58.5 Cum
- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of 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 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 as approved curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. — Qty: 128.7 Cum
- Providing and fixing inauguration black granite (Polished) 20 mm thick stone size 0.90x0.75 cm including lettering, printing, border etc will be painted of superior quality in shade and colour including fixing, excavation of foundation (1.40x0.50x0.40cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand up to G.L. (1.40x0.23x1.35cm), 12 mm thick plaster 1:3 cement coarse sand and finishing walls with water proofing white cement paint of approved make and quality such as super snowcem paint etc. all complete. — Qty: 1 No
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