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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹10.2 Cr+₹88.2 L (9.45%)Rejected-Finance R MUTHUSAMY BROTHERS INDUSTRIAL COMPLEX T S NO 6 2 PALLADAM ROAD TIRUPPUR 641 604 | TIRUPPUR | TIRUPPUR | TAMIL NADU | 641604 | L2 | Rejected-Finance L1 Bidder | |
| 3 | L3₹10.7 Cr+₹1.4 Cr (14.8%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹10.9 Cr+₹1.6 Cr (16.8%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder | |
| 5 | L5₹15.1 Cr+₹5.8 Cr (61.9%)Rejected-Finance | L5 | Rejected-Finance L5 Bidder |
| Sl No | Description | Qty | Unit | M.RAJKUMAR L4 | M/s.Thomas Iyadurai Infrastrucuture Pvt Ltd L1 | GURUMURTHY ENGINEERING ENTERPRISES L5 | Nagarajan Construction Company Private Limited L3 | SIVA ENGINEERING COMPANY L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00NOTE: 1.Evaluation will be done by excluding Provisional sum and GST Amount 2.GST is calculated @ rate of 18% | ||||||||
| 1.01 | Summary of Price Bid | 1 | Nos | 11,99,99,995.47 ₹14,15,99,994.65 | 10,43,33,596.52 ₹12,31,13,643.89 Lowest | 16,20,99,869.8 ₹19,12,77,846.36 | 11,82,08,185.61 ₹13,94,85,659.02 | 11,31,52,464 ₹13,35,19,907.52 |
Tender Value
₹12 Cr
EMD Value
₹12 L
Closing Date
2 Jan 2026, 3:00 pmClosed
Cheif General Manager (PPD), For Managing Director
Metros, Chennai Metro Rail Limited, Nanadanam, Chennai 600035
Demolition Re Construction of Bridge across Virugambakkam Arumbakkam Canal at Kaaliamman Kovil Street for CMRL Phase 2
2025_CMRL_888574_1
CMRL/CP/TDR-62-CON/2025
Open Tender
Civil Works - Bridges
Works
180 days
Chennai
Please refer Tender documents.
10 documents required · 10 mandatory
₹32,000
Yes
Chennai Metro Rail Limited
₹12 L
Yes
Chennai
16 Feb 2026
4 Dec 2025
2 Jan 2026
4 Dec 2025
2 Jan 2026
24 Dec 2025
4 Dec 2025 - 11 Dec 2025
11 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Works | - | - | - | - |
| 2 | Providing and installing cast-in-situ vertical bored piles of required depth as per the approved GFC drawing with M40/20 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,f ootpath,including boulders,kankar and soft rock / weathered rock (other than rock grade GI and GII).
The disposal of earth,muck, slush released from the piles, top cut portion of pile is as per contractors own arrangements/ choice including loading, transportation, unloading to any lead with all necessary safety / enviromental compliances measures as defined in the relevant section of the contract document as directed by Engineer 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. Reinforcement shall be measured and paid under C.4.1 Piling / Drilling shall be done by use of hydraulic rotary rigs using temporary casing till required depth (Min 4.5 Mtr). Bentonite/polymer slurry to be used as directed by the Engineer-in-charge. The item shall also include the cost of bentonite/Polymer to be used for stabilisation of bore.Bentonite/Polymer 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 For 1000mm dia pile | 876.39 | Cum | - | - |
| 3 | Supplying fabricating and driving 6mm thick Permanent MS Liner for Piles of 1000mm dia | 77.41 | MT | - | - |
| 4 | Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material -Ordinary Soil - Mechanical Means - Depth upto 3 metres including the cost of labour hire charge of hydraulic excavator and overhead charges. | 998.23 | Cum | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M15 grade with minimum cement content of 240 kg /cum. | 93.25 | Cum | - | - |
| 6 | Concrete of M30 grade with minimum cement content of 350 kg /cum | 88.77 | Cum | - | - |
| 7 | Concrete of M40 grade with minimum cement content of 390 kg/cum | 1,381.64 | Cum | - | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.-Thermo -Mechanically treated bars of grade FE-500D or more. | 2,22,163.16 | KG | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 2,282.51 | Sq.m | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts | 489.26 | Sq.m | - | - |
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