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| Tender ID | 4132358 |
|---|---|
| Organisation Name | Directorate Of Urban Local Bodies |
| Tender Brief | Corrigendum : Construction Of Rudra Prasad To Hemant Kanchan Tak Cc Road Or Nali Work Ward No 6 |
| Last Date For Submission | 5th Jun, 2026 |
| Opening Date | 05 Jun, 2026 |
| Document Cost | 3088.00 |
|---|---|
| EMD | 261700.00 |
| Estimated Cost | 2617000.00 |
| City | KARVI |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Eathwork filling of soil upto 9km. as par direction Enngier | 371.685 | cum |
| 2 | Earthwork in excavation in soil mixed with moorum/ shingle kankar requring the use of special tool and plant such as pickaxes sabbals soil (Loam clay or sand including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplusin over under foul position earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252 | 59.400 | cum |
| 3 | Laying & consolidation of 22.4.53mm GSB with screening 13% 6.7mm grit and 6% 2.8mm stone Dust including supply of all materials labour T&P etc. for proper completion of work. | 67.100 | cum |
| 4 | Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work | 67.100 | cum |
| 5 | 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 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mis design laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythen film wedges, steel plastes including levelling the fromwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plaste vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bras near approaches to birdeg/culvert and construction joints admistures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing andTechnical specification Clause.1501 | 70.950 | cum |
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