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| Tender ID | 4242066 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | V.k. Duddhi Gram Dhuma Me Gond Basti Ram Khelawan Ke Ghar Se Harijan And Gond Basti Tak Sampark Marge Ka Nirman |
| Last Date For Submission | 18th May, 2026 |
| Opening Date | 18 May, 2026 |
| Document Cost | 3319.00 |
|---|---|
| EMD | 121000.00 |
| Estimated Cost | 0.00 |
| City | Basti |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of Embankment with Material Obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to slope and compacting to meet requirement of Tables 300.0 and 300.2 with a lead upto 5000 m as per Techinacal Specification Clause 301.5 | 2886.86 | cum |
| 2 | Sand Filling in Foundation trenches as per drawing and technical specification Clause 305.3.9 | 329.06 | cum |
| 3 | Construction of granular sub-base by providing well graded Material, Spreeding 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. | 219.38 | cum |
| 4 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P | 164.53 | cum |
| 5 | Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 | 329.06 | cum |
6 Days Left