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| Tender ID | 4860628 |
|---|---|
| Organisation Name | Defence Research And Development Organisation |
| Tender Brief | Provision Of Extension Of Building Infrastructure At Mfcr, P2 Site, Mahakalpada Of Onm (ad Radars) Unit Drdo, Puri Odisha |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 1660620.00 |
| Estimated Cost | 83031000.00 |
| City | Puri |
|---|---|
| State | Odisha |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | SUBHEAD - I : SITE CLEARANCE AND EARTH WORK EXCAVATION | ||
| 2 | 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 | 249.00 | 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) | 160.00 | Cum |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 with minimum 400Kg cement as per IS code 2911 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . (a) 450 mm dia piles | 5749.72 | 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 |
14 Days Left