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NTID 46097871
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💬 Talk to Our Bidding ExpertRepair Of Link Road From Bachh in Kasganj - Complete Tender Details
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Rajya Krishi Utpadam Mandi Parishad
Kasganj, Uttar Pradesh, India
NTID 46097871
- Opening Date : Mon 10th August, 2026
- Closing Date : Mon 10th August, 2026
- ₹ 1933000.00
- NTID 46097871
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
1933000.00 -
Document Cost
3400.00 -
Estimated Cost
1933000.00
BOQ Items Total Items : 14 | Total Qty : 9020192.54
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Part-A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(4.8-3) Part-B | 60 | M3 |
| 2 | CEMENT CONCRETE PAVEMENT (C.C ROAD) construction of un-reinforced 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 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit) Part B | 180 | M3 |
| 3 | Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5Km also including ramming and watering of the earth in layers not exceeding 20 cm in trenchs, plinth, of foundation etc. complete Part | 357 | M3 |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m & lead upto 30m & including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (SI 251) | 8.86 | M3 |
| 5 | Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A | 2.98 | M3 |
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