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| Tender ID | 4853962 |
|---|---|
| Organisation Name | Municipal Corporation |
| Tender Brief | Improvement Of Internal Lanes From 14/47 Parmat To 14/19 Parmat Badlu Prashad Hatha Inward-42 Zone-04 |
| Last Date For Submission | 9th Jul, 2026 |
| Opening Date | 09 Jul, 2026 |
| Document Cost | 1180.00 |
|---|---|
| EMD | 99997.00 |
| Estimated Cost | 999972.00 |
| City | Kanpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling cement concrete or brick or granolithlc floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). Dismantling cement concrete or brick or granolithlc floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). | 120.1775 | sqm |
| 2 | E/W in Excavation in trenches for foundation pipe cable etc in ordinary soil (loan clay or sand ) including 1.5left and 50m and dressing Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of SO m.lncluding dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. | 140.6 | cum |
| 3 | Concrete/R.C.C. Work-4.1.8 Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm (nominal size)- | 12.16 | cum |
| 4 | Earth Work-earth work 2.1 (2.1,1) work in surface excavation not exceeding 30 cm in depth but ceeding 1.5 m In width as well as 10 sqm on plan including getting out d disposal of excavated earth upto SO m and lift upto 1.5 m, as directed Engineer-in- Charge: 2.1.1 All kinds of soil.o 0.30 | 84.949375 | cum |
| 5 | Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401 | 38.8340 | cum |
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