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NTID 44780438
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💬 Talk to Our Bidding ExpertProvision Of Two Hard-standing in Kendrapara - Complete Tender Details
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DEFENCE RESEARCH AND DEVELOPMENT ORGANISATION
Kendrapara, Odisha, India
NTID 44780438
- Opening Date : Wed 29th April, 2026
- Closing Date : Tue 28th April, 2026
- ₹ 17082000.00
- NTID 44780438
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
341640.00 -
Document Cost
Refer Documents -
Estimated Cost
17082000.00
BOQ Items Total Items : 223 | Total Qty : 48289.18
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORKS | ||
| 2 | SUB HEAD - I : EARTH WORK 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. All kinds of Soil | 62.05 | Cum |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m. (In foundation back fill, building & Traverse) | 36.97 | Cum |
| 4 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). (the demolition of pile above pile cap bottom is included in this item). (a) 450mm dia. | 792.00 | Metre |
| 5 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge |
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