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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC 2ND FLOOR K 26 VASANT KUNJ MAHIPALPUR ROAD DELHI 110037 | DELHI | NEW DELHI | DELHI | 110037 | ₹14.0 L | L1 | Accepted-AOC L1 bidder, M/s Indo Mep Contractor and Engineers accepted by FEC and approved by competent authority |
| 2 | L2₹14.3 LRejected-AOC H NO 463 BIJWASAN SOUTH WEST DELHI 110061 | SOUTH WEST | DELHI | 110061 | ₹14.3 L | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹15.6 LRejected-AOC 150 TUNDA MARG JOHRIPUR DELHI 110094 | DELHI | NORTH EAST DELHI | DELHI | 110094 | ₹15.6 L | L3 | Rejected-AOC L3 bidder |
| 4 | L4₹16.7 LRejected-AOC | ₹16.7 L | L4 | Rejected-AOC L4 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Signed tender document, Address proof for Delhi NCR not provided as asked in tender |
Tender Value
Refer Docs
EMD Value
₹36,000
Closing Date
5 May 2026, 10:00 amClosed
MANAGER PURCHASE
Centre for Development of Telematics, CDOT Campus, Mandi Road, Mehrauli, New Delhi-110030
Tender for construction of store and washroom near support canteen along with civil, interior and electrical work at C-DOT Campus, New Delhi
2026_CDOT_905295_1
C-DOT/CAMPUS/2025-26/72/03
Open Tender
Construction Works
90 days
NEW DELHI
As per tender document
6 documents required · 6 mandatory
₹0
₹36,000
Yes
CDOT CAMPUS, MANDI ROAD, MEHRAULI, NEW DELHI
8 Jul 2026
14 Apr 2026
6 May 2026
14 Apr 2026
5 May 2026
21 Apr 2026
14 Apr 2026 - 24 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | 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 10 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 | - | - |
| 1.02 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.03 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.04 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - |
| 1.05 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - |
| 1.06 | Providing and fixing 30mm thick shutters, second class teak wood panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) | - | sqm | - | - |
| 1.07 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | kg | - | - |
| 1.08 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | - | kg | - | - |
| 1.09 | Providing and fixing Ridges plain (500 - 600mm) precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : | - | metre | - | - |
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