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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹75.9 LAdmitted-Finance | -35.66% | ₹75.9 L | L1 | Admitted-Finance |
| 2 | L2₹89.0 LAdmitted-Finance | -24.51% | ₹89.0 L | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance F 03 FIRST FLOOR PLOT NO 166 BEHIND TOKAS PLAZA AMVERHAI EXT SECTOR 19B DWARKA DELHI 110075 | DELHI | SOUTH WEST DELHI | DELHI | 110075 | -12.99% | ₹1.0 Cr | L3 | Admitted-Finance |
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
8 May 2026, 5:00 pmClosed
CHIEF CONSTRUCTION ENGINEER R AND D SM
CHIEF CONSTRUCTION ENGINEER R AND D SM MAHANAGAR PALIKA MARG CIVIL LINES NAGPUR 440 001
CIVIL WORKS FOR STRENGTHENING AND INCREASING EFFICIENCY OF EXISTING COMPOUND WALL AT MOUNT OFFICE COMPLEX AT NAGPUR
2026_DRDO_905134_1
81246 CCE RnD SM EMU NGP MO CW 2026 27
Open Tender
Civil Works
365 days
NAGPUR
Only enlisted agencies of DCWE DRDO under Composite category of suitable class are eligible
5 documents required · 5 mandatory
₹0
₹2.4 L
2 Jun 2026
11 Apr 2026
13 May 2026
11 Apr 2026
8 May 2026
17 Apr 2026
13 Apr 2026 - 16 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 | Item Code |
|---|---|---|---|---|---|---|
| 1(CONSULTANCY SERVICES) | ||||||
| 1.01 | (CONSULTANCY SERVICES)
Consultancy services for Designing (Foundation, structural and architecture) and detailed engineering soil investigation including preparation of Good for construction drawings vetted by Govt. engineering College/ IIT independently within 30 days of commencement of Job/ Work Order and provide as built drawings after completion of work as per conditions of contract. | - | Job | - | - | BI01010001010000000000000515BI0100001113 |
| 2RETAINING WALL ( LENGTH 85 MTR) | ||||||
| 2.01 | 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 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 2.02 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 2.03 | Centering and shuttering including strutting, propping etc. and removal of form for | - | - | - | - | BI01010001010000000000000515BI0100001117 |
| 2.031 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 2.032 | Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 2.04 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | - | - | - | - | BI01010001010000000000000515BI0100001120 |
| 2.041 | All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
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