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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 CrAccepted-AOC | L1 | Accepted-AOC LOI is awarded being the lowest bidder | |
| 2 | L2₹15.0 Cr+₹23.4 L (1.58%)Rejected-Finance | L2 | Rejected-Finance Not Being the lowest Bidder | |
| 3 | L3₹16.0 Cr+₹1.2 Cr (8.09%)Rejected-Finance B 2 46 SECTOR 18 ROHINI DELHI 110089 | DELHI | NORTH WEST DELHI | DELHI | 110089 | L3 | Rejected-Finance Not Being the lowest Bidder | |
| 4 | L4₹16.0 Cr+₹1.2 Cr (8.25%)Rejected-Finance AT P O BELPAHAR DIST JHARSUGUDA 768217 | BELPAHAR | JHARSUGUDA | ODISHA | 768217 | L4 | Rejected-Finance Not Being the lowest Bidder | |
| 5 | L5₹16.6 Cr+₹1.8 Cr (12.0%)Rejected-Finance | L5 | Rejected-Finance Not Being the lowest Bidder |
Tender Value
₹19.5 Cr
EMD Value
₹39.1 L
Closing Date
10 Feb 2026, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Shridhar M Devagiri, CCE
CCE(R and D)East, Napier Road Hastings Kolkata 22
Provision of Civil Works for X-Band Co-Located Radar at P1 Site, Puri, Odisha
2026_DRDO_894173_1
CCE(R and D)E/ENQ-16/CIV/P1/2025-26
Open Tender
Civil Works
Percentage
600 days
Puri
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹39.1 L
14 May 2026
16 Jan 2026
11 Feb 2026
16 Jan 2026
10 Feb 2026
20 Jan 2026
16 Jan 2026 - 19 Jan 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CHAPTER - I : EARTH WORK EXCAVATION
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth for any lead with in MoD land and for all lift, as directed by Engineer-in-charge.
All kinds of Soil. | 203.64 | Cum | 184.8 | ₹37,632.67 |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavatedearth for any lead with in MoD land and for all lift, as directed by Engineer-in-charge.
All kinds of Soil | 545.46 | Cum | 271 | ₹1,47,819.66 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, for any lead with in MoD land and for all lift. | 315.28 | Cum | 204 | ₹64,317.12 |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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 : (i) Concrete of M30 grade with minimum cement content of 350 kg /cum.
(ii) Pile Integrity tests as per relevant IS codes are to be carried out on all piles all as directed by Engineer-in-Charge.
(iii) 450mm dia. | 3,155 | Metre | 2,519 | ₹79,47,445 |
| 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
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity). | 1 | Per test | 57,023.16 | ₹57,023.16 |
| 6 | Single pile upto 50 tonne Safe capacity in accordance with IS 2911.
Routine test (Test Load 1.5 times the Safe capacity). | 2 | Per test | 20,439.49 | ₹40,878.98 |
| 7 | Pile head breaking :-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within MoD land and for all lift, as directed by Engineer-in-charge. | 14.39 | Cum | 3,697.24 | ₹53,203.28 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 76.12 | Cum | 2,211.06 | ₹1,68,305.89 |
| 9 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto any lead with in MoD land and for all lift, as directed by Engineer-in-charge also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 939.81 | Cum | 729.3 | ₹6,85,403.43 |
| 10 | CHAPTER- II : ANTI-TERMITE TREATMENT
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
Diluting and injecting chemical emulsion for Post Constructional anti-termite treatment
(excluding the cost of chemical emulsion) : | 435.46 | Litre | 244.4 | ₹1,06,426.42 |
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