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Construction Of Cc And Drain W, Vrindavan - Tender Details
Explore tender information for Construction Of Cc And Drain W in Vrindavan, including eligibility, deadlines, and bid specifics.
Public Works Department
Vrindavan, Uttar Pradesh, India
NTID 38886137
Opening Date : Thu 16th January, 2025- Closing Date : Thu 16th January, 2025
- ₹ 4800000.00
- NTID 38886137
Construction Of Cc And Drain Work On Service Road At Vrindavan Chatikara Ral Radhakund Road Km 7 Chatikara Abadi Portion In District Mathura
Key Values: Document Cost: 2360.00 | EMD: 440000.00 | Estimated Cost: 4800000.00
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
440000.00 -
Document Cost
2360.00 -
Estimated Cost
4800000.00
BOQ Items Total Items : 9 | Total Qty : 6986
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53~22.4) to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. required for proper completion of work as per MORT&H specifications no 404 (4.9). | 110.00 | Cum. |
| 2 | Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with Approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per SOR Chapter No. 20 Sl No. 15 | 350.00 | Cum. |
| 3 | Construction of embankment with Material Obtained from Availble Land Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads,1000M spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (3.4) | 250.00 | Cum. |
| 4 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m 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-charge upto a distance of 30m from the foundation trenches. As per S.I. No. 251. | 308.00 | Cum. |
| 5 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No. 4.1.2 | 33.00 | Cum. |
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