8.Construction of CC road, drain, and slab in Sarfaraz lane in Ward No. 4, Ratan Nagar.

Directorate of Local Bodies UP · Etawah, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.0L
EMD: ₹20K
Published: 26 Sep 2026
Closing date: 17 Oct 2026
Status: open
Office: Nagar Palika Parishad Etawah

Description

Construction of CC road, drain, and slab in Sarfaraz lane in Ward No. 4, Ratan Nagar.

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 (8)

Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done in form of regular pits not exceeding ½ M in depth and earth work to be done in 20 cm. layers including ramming and dressing pulvarization the surface to required leves and slopes and also including 1.5M lift and 30 M lead. The earth from cutting to be used in making embankemnt or to be deposited as spoil banks within 30 M distance as directed by the Engineer incharge including supply of roller and water required for proper completion of work as per MOST specification No. 301.2.1 Including roytalty with 5Km Carted. — Qty: 51.75 m3
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: 10.35 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: 3.7 m3
12 mm thick cement plaster with cement mortor 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 : 3coarse sand (S.I. No. 13.9) — Qty: 21.16 m2
cement concret Pavement construction of un- reinforced dowel jointed at expanskon and construction joint only, plain cement concrete Pavement thickness as per design, over a papared sub base, with 43 grade cement or any other type as per clause 1501:2:2 M30 (grade), coarse and fineaggregates 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 appropnote weight batcher using appoved mix design,laid in approved fixed side formwork (steel channe, laying and fixing of 125 micron thick polythene firm,wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scread 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 admixure ---------all complete(Rate as per Analysis) — Qty: 10.4 m3
R.C.C work in 1:2:4 in road slab………….all complete. (S.I. No. 284) — Qty: 0.42 m3
M.S or Iron work in plain work such as reinforced concrete or R. B. work………all complete.( S I no 504) — Qty: 0.41 Qtl
Add 18.00% G.S.T. charge — Qty: 1 Nos

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