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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹453.0 CrAdmitted-Finance 605 607 6 FLOOR SHRIKANT CHAMBERS PHASE 1 6 FLOOR ADJACENT TO R K STUDIOS MUMBAI 400071 MAHARASHTRA INDIA | ₹453.0 Cr | Admitted-Finance |
| 2 | ₹472.2 CrAdmitted-Finance DEE VEE HOUSE MAULSHREE VIHAR INFRONT OF BABYLON INTERNATIONAL VIP ROAD RAIPUR 492006 CHHATTISGARH | ₹472.2 Cr | Admitted-Finance |
| 3 | ₹485.3 CrAdmitted-Finance 5TH FLOOR KANKARIA CENTRE 2 1 RUSSEL STREET RUSSEL STREET KOLKATA WEST BENGAL 700071 | KOLKATA | WEST BENGAL | 700071 | ₹485.3 Cr | Admitted-Finance |
| 4 | ₹500.0 CrAdmitted-Finance | ₹500.0 Cr | Admitted-Finance |
| Sl No | Description | Qty | Unit | BNR INFRASTRUCTURE PROJECTS PVT LTD | CAPACITE INFRAPROJECTS LIMITED | Bridge and Roof Company India Limited | DEE VEE PROJECTS LIMITED |
|---|---|---|---|---|---|---|---|
| 1.00NOTE: 1.Evaluation will be done by excluding Provisional sum and GST Amount 2.GST is to be quoted @ rate of 18% 3.The bid price shall be net of Input Tax credit availed by the bidder i.e., base price shall not have any GST component in it. In effect, the clause 171 of GST, that is, the Anti-Profiteering Rule shall be adhered to. A self-declaration from the bidder on clause 171, shall be attached with the invoice. The output GST paid by the bidder shall be reimbursed by CHENNAI METRO RAIL LIMITED on production of the documentry evidence | |||||||
| 1.01 | SUMMARY OF PRICE BID | 1 | Nos | 4,23,71,52,480.2 ₹4,99,98,39,926.64 | 3,83,89,46,279.42 ₹4,52,99,56,609.72 Lowest | 4,11,23,17,724.16 ₹4,85,25,34,914.51 | 4,00,18,42,860.4 ₹4,72,21,74,575.27 |
Tender Value
₹412.3 Cr
EMD Value
₹4.1 Cr
Closing Date
8 May 2026, 3:00 pmClosed
Director Projects for MD
Metros,Nandanam, Chenni-600 035
Construction of Property Development Buildings Near Thirumangalam Metro Station along the Viaduct in open land parcels including Civil Architectural Finishes Plumbing E M VAC Lifts and all associated works
2026_CMRL_902008_1
CMRL/CP/TDR-66-CON/2026
Open Tender
Civil Works - Buildings
Item Rate
730 days
Thirumangalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹40,000
Yes
Chennai Metro Rail Limitted
₹4.1 Cr
Yes
Chennai
10 Jun 2026
16 Mar 2026
8 May 2026
16 Mar 2026
8 May 2026
24 Apr 2026
16 Mar 2026 - 27 Mar 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PILE FOUNDATION AND OPEN FOUNDATION | - | - | - | - |
| 2 | Piles:- Providing and installing cast-in-situ vertical bored piles of required depth as per approved GFC drawing with M35/20 grade of reinforced cement concrete using Portland slag cement including all operations such as mobilization, installation and shifting of piling rig etc., in all soil strata, road, footpath, including boulders and kankar and soft rock / weathered rock.
The item includes disposal of earth, muck, slush released from piles, top cut portion of pile at contractor's dumping ground with all leads and lifts as per the approved methods & specifications.
The rate shall include all operations required for installation of pile such as installation of rig, shifting of hydraulic rig, construction of approach temporary road / bridge for pilling rig etc.The cost shall also include the cost of empty boring with MS temporary liner as per site requirement. The Cost shall also include cutting/chipping of pile up to cut off level or up to good concrete and built up of pile up to required level( as per drawing). Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer in Charge. Cost for temporary casing shall be included in the rate.
Piling / Drilling shall be done by use of hydraulic rotary rigs using temporary casing till required depth(Min 16 Mtr ) as per construction sequence. Polymer slurry to be used as directed by the Engineer-in-charge. . The item shall also include the cost of Polymer to be used for stabilisation of bore. Bentonite shall be allowed with the specific approval of Engineer based on the soil strata. Socketing shall be as per specification and the decision of Engineer shall be final.
Note: Pile measurement shall be from cut-off level to founding level as shown in the drawing. The cost of reinforcement shall be paid separately. | - | - | - | - |
| 3 | For 1200 mm dia pile by hydraulic rigs using partial depth temporary casing with polymer | 6,401 | Meter | - | - |
| 4 | Dry boring using suitable boring equipment for piles of 1200 mm diameter, in all types of soil (except rock), up to the bottom of the base slab, including setting out, providing, installing, and removing temporary casing of required diameter, collecting and disposing of excavated material, maintaining verticality and diameter as per specifications and drawings, cleaning the bore at required level, and after removal of casing, providing and filling approved soil in the annular space as per drawing, technical specification, and direction of Engineer-in-Charge.
For 1200 mm dia pile by hydraulic rigs using partial depth temporary casing with polymer | 2,304 | Metre | - | - |
| 5 | Extra for providing permanent liner of required thickness MS* wherever required in 800mm/1200mm/1500mm dia. piles. | 47 | MT | - | - |
| 6 | Excavation:- Excavation upto Base Slab from Ground Level within the station diaphragm wall in all types of soil and rock including removal and disposal of the excavated material upto the designated dumping yards. | 83,636.6 | Cu.m | - | - |
| 7 | Carrying out initial vertical load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring settlements and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (including reaction piles / soil / rock anchors, if any) for the kenteledge i. e. test load. 2.5 times the design vertical load. The test arrangements to be designed for additional 25% of the test load. | - | - | - | - |
| 8 | 1200mm dia pile (Design Vertical Load 470 Mt) | 3 | Each | - | - |
| 9 | Carrying out initial lateral load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring deflections and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (include reaction piles/ soil / rock anchors, if any) for the kenteledge load i. e. test load . 2.5 times the design lateral load. The test arrangements to be designed for additional 25% of the test load. | - | - | - | - |
| 10 | 1200mm dia pile (Design Lateral Load 50 Mt) | 3 | Each | - | - |
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