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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -21.35% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance PLOT NO HIG 7 CHUNVATI LANE GOPALGAN BALASORE 756001 | BALESHWAR | ODISHA | 756001 | -17.12% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -15.10% | ₹1.5 Cr | L3 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
28 Apr 2026, 2:00 pmClosed
Shri. S K Dubey, Sc F, CCE
CCE (RnD) Estates South Chandrayangutta Hyderabad - 05
Provision of Two Hard-Standing and a Raised Platform for Deployment of Radars at P2 Site, Mahakalpada, Odisha
2026_DRDO_904686_1
CCEESTS/ENQ/CIV/HS-P2/CHP/ 01/2026-27
Open Tender
Civil Works
213 days
Mahakalpada
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.4 L
6 May 2026
7 Apr 2026
29 Apr 2026
7 Apr 2026
28 Apr 2026
7 Apr 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 |
|---|---|---|---|---|---|
CIVIL WORKS | - | - | - | - | |
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 | - | Cum | - | - | |
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) | - | Cum | - | - | |
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. | - | Metre | - | - | |
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). | - | per test | - | - | |
Single pile upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity). | - | per test | - | - | |
Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | - | per test | - | - | |
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | - | - | |
SUB HEAD- II : ANTI-TERMITE TREATMENT
Supplying chemical emulsion in sealed containers including delivery as specified.
Chlorpyriphos/Lindane emulsifiable concentrate of 20% | - | Litre | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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Conceptual_Section.pdf
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BOQ_950901.xls
BOQ • 2.29 MB
GCC.pdf
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Annexure_I_NIT.pdf
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Preferred_Makes_Brands.pdf
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Annexure_II.pdf
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Special_Conditions.pdf
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Site_Layout.pdf
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Annexure_III.pdf
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GCC_2023.pdf
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Annexure_III_A.pdf
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Annexure_IV_NIT.pdf
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Conceptual_Front_Elevation.pdf
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Site_Plan.pdf
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Annexure_IV_V_VI.pdf
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Annexure_V_NIT.pdf
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Details_Drwg_of_Chain_Link_Fencing.pdf
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Annexure_VI.pdf
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Ground_Floor_Plan.pdf
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Annexure_VII.pdf
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Raised_Platform_Plan.pdf
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Approved_Makes_EnM.pdf
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RTS_Hardstand.pdf
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BGB_Proforma.pdf
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Costed_Schedule.pdf
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Tender_Enquiry.pdf
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