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NTID 44347917
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💬 Talk to Our Bidding ExpertProvn Of Rcc Road To Incl Inte in Dimapur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Provn Of Rcc Road To Incl Inte" in Dimapur, India.
- Opening Date : Fri 20th March, 2026
- Closing Date : Thu 19th March, 2026
- ₹ 18462486.00
- NTID 44347917
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
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EMD
369500.00 -
Document Cost
1500.00 -
Estimated Cost
18462486.00
BOQ Items Total Items : 18 | Total Qty : 32285.15
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SCHEDULE A PART - I (RCC Road). Supplying and stacking at site & laying, spreading and compacting 53 mm to 22.4 mm size stone aggregate to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheled road/vibratory roller 8-10 tone capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 393.75 | Cum |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, walls (any thickness) including attached pilasters, butteresses, plinth and string courses filets kerbs and steps etc. | 375.00 | Sqm |
| 3 | Steel reinforcement for RCC work including straightening, cuttting, bending, placing in position and binding all commplete above plinth level thermo-mechanically treated bars of grade Fe-500D or more. | 27498.15 | Kg |
| 4 | Providing and laying in position 1:1.5:3 (1 Cement : 1.5 Coarse sand (Zone_III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. | 393.75 | Cum |
| 5 | SCHEDULE A PART - II (Constr of Retaining Wall). 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), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. | 224.40 | Cum |
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