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| Tender ID | 4242044 |
|---|---|
| Organisation Name | Uttar Pradesh Small Industries Corporation Limited |
| Tender Brief | Construction Of Interlocking Tiles Road From Gafars House To Menudeens House In Village Gunawar Block Harchandpur ,distt. Raibareli |
| Last Date For Submission | 18th May, 2026 |
| Opening Date | 19 May, 2026 |
| Document Cost | 590.00 |
|---|---|
| EMD | 10000.00 |
| Estimated Cost | 953600.00 |
| City | RaeBareli |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil (Loam clay or sand ) including lift upto 1.50M and lead upto 30M,and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-incharge upto distance of 30M from the foundation trenches. S.I.No. 2.6.1 | 12.94 | cu m |
| 2 | Construction 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 | 126 | cu m |
| 3 | 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 | 62.05 | cu m |
| 4 | M-150 Brick Work in 1:4, one Cement and four Coarse Sand of 2.20 F.M. mortar in foundation and plinth icluding supply of all materials, labour, tool and plants etc. requared for proper complition of the work. S I No. 6.1.1 | 19.17 | cu m |
| 5 | supply & Laying of 80mm thick precast cement concerete I-shape or zigzag interlocking paver block ISI Mark conferming to IS 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement, smooth high gloss finish, skid resistant,manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5Kg per no. Including cost of material and with a blankey layer of 4.00cm thick fine sand , labour,T & P etc required for proper completion of the work as directed by Engineer-in-charge. MORD 1500 (6.7) | 544.75 | sq m |
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