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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 CrAccepted-Finance NO 26 ANGELS COMPLEX TVS TOLGATE TIRUCHIRAPALLI TAMIL NADU 620 020 | TIRUCHIRAPALLI | TIRUCHIRAPALLI | TAMIL NADU | 620020 | L1 | Accepted-Finance Lowest Bidder Reasonable and Acceptable | |
| 2 | L2₹9.4 Cr+₹79.7 L (9.31%)Accepted-Finance NO 44A 3RD STREET JUDGE COLONY TAMBARAM SANATORIUM CHENNAI 600047 TAMIL NADU INDIA | CHENNAI | CHENNAI | TAMIL NADU | 600047 | L2 | Accepted-Finance Accepted | |
| 3 | L3₹9.6 Cr+₹1.0 Cr (11.7%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹10.9 Cr+₹2.4 Cr (27.9%)Accepted-Finance | L4 | Accepted-Finance Accepted | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | SUN AND BLACK FLOWERS L3 | Creators Engineers and Interiors Pvt Ltd L1 | MKMS BUILDERS L4 | SRI RADHA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|
| 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 Preamble: 1) Bill of Quantities should be read in conjunction with the conditions given in the General Conditions of Contract and Special Conditions of Contract, and the rates should be quoted accordingly. 2) Quoted rate should be inclusive of all incidental and enabling charges such as scaffolding, man lift, ladder, roping System, lighting arrangements, etc., to carry out the works. No additional charge will be paid other than measurement. 3). Rates should be quoted considering the restricted working hours since the contractor shall be allowed to carry out the works only during the non-revenue hours if required. Works should be planned as per the block schedule finalised by the CMRL from time to time. 4). Quantities given in the Bill of quantities are indicative only. All items shall be paid only against the actual quantities executed at the site. 5). The Value of Variation is limited to +/- 25 %. 6). The quoted rates should be inclusive of all design & drawing, supply, fabrication and installation at the site. Nothing shall be claimed extra in this regard. 7) The operation of items which is not covered in Schedule A shall be covered under the Provisional Sum, and the rates for such items shall be determined in accordance with the latest DSR or the latest TNPWD SOR, as applicable and as approved by the Engineer. | |||||||
| 2.00 | SUMMARY OF PRICE BID | 1 | Nos | 8,10,05,374.68 ₹9,55,86,342.12 | 7,25,14,993 ₹8,55,67,691.74 Lowest | 9,27,79,151 ₹10,94,79,398.18 | 7,92,69,532.5 ₹9,35,38,048.35 |
Tender Value
₹9.0 Cr
EMD Value
₹9.0 L
Closing Date
7 Oct 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Managing Director
MetroS, Anna Salai, Nandanam, Chennai-600 035, Tamil Nadu, India
Construction and Development of KRSS Store and Traction Storage Yard at Koyambedu Depot, and Roof Covering Works at DG Shed Area at Phase I and Phase I Extension Stations of CMRL
2025_CMRL_875291_1
CMRL_OandM_CIVIL_KRSS_2025
Open Tender
Civil Works
Item Rate
500 days
Chennai
Please refer Tender documents.
10 documents required · 10 mandatory
₹24,000
Yes
CMRL
₹9.0 L
Yes
Chennai
6 Jan 2026
1 Sept 2025
7 Oct 2025
1 Sept 2025
7 Oct 2025
22 Sept 2025
4 Sept 2025 - 16 Sept 2025
11 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Schedule A: BOQ Items | - | - | - | - |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge : All Kinds of Soil | 540 | Cum | - | - |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in-charge: All Kinds of Soil | 700 | Cum | - | - |
| 4 | 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 | 800 | Cum | - | - |
| 5 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | 600 | Cum | - | - |
| 6 | Refilling with excavated Earth complying with standard specification for filling in foundation,basement,Trench and all other works using machinery or labour. | 500 | Cum | - | - |
| 7 | Disposal of earthwork/moorum/building rubbish/melba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, and unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead and up to 10KM for all
leads including all lifts involved | 300 | Cum | - | - |
| 8 | 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-30 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) : 450 mm dia piles | 450 | Rmt | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 460 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 560 | Sqm | - | - |
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