Construction of CC road from Arvind Gitti Wale shop to Mayuresh Shankar house near Numaish Crossing.
Directorate of Local Bodies UP · Etawah, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.6L
- EMD: ₹56K
- Published: 26 Sep 2026
- Closing date: 17 Oct 2026
- Status: open
- Office: Nagar Palika Parishad Etawah
Description
Construction of CC road from Arvind Gitti Wale shop to Mayuresh Shankar house near Numaish Crossing.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Dismentling of old damage C.C. floor including labour t&p etc — Qty: 280.4 m2
- Construction 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 rotavtor at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2. — Qty: 28.04 m3
- Class-150 brick in 1:4 Cement and coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (S.I. No. 305 NS) — Qty: 12.4 m3
- 12 mm thick cement plaster with cement mortar in proportion of 1:3 Cement & coarse sand of single coat on fair side of single or hair brick well for interior plastering upto floor two level including brick wall for plastering upto floor two level including internal rounded angles not exceeding 80 mm in girth, chemfers and finished even and Stooth. No. extra for mixing any 1 cement : 3 coarse sand — Qty: 70.84 m2
- cement concret Pavement 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 M30 (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 weight 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 leveling 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, applying debonding strips, primer, sealiant dowel bars, near approaches to bridge/culvert and construction joints admixture ---------all complete(Rate as per Analysis) — Qty: 34.57 m3
- cartage of surplus earth / malva from site up to 5 km distance all complete — Qty: 42.06 m3
- Add 18.00% G.S.T charge — Qty: 1 Nos
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