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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 CrAdmitted-Finance | ₹6.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.6 Cr+₹78.4 L (11.5%)Admitted-Finance | ₹7.6 Cr+₹78.4 L (11.5%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | adya enterprises L1 | 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 to Bill of Quantities: 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 for the 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. | |||||
| 1.01 | SUMMARY OF PRICE BID | 1 | Nos | 5,80,05,732 ₹6,84,46,763.76 Lowest | 6,46,50,629.5 ₹7,62,87,742.81 |
Tender Value
₹7.7 Cr
EMD Value
₹7.7 L
Closing Date
24 Jun 2026, 11:00 amClosed
Managing Director
Chennai Metro Rail Limited, METROS, Anna Salai, Nandanam, Chennai 600035
Civil Maintenance and Other Associated Works in Section II (High Court Metro Station to Wimco Nagar Depot Station) of Corridor I of Phase I and Phase I Extension
2026_CMRL_909898_1
OM/PhaseI/Maintenance/C1/SecII
Open Tender
Civil Works
Item Rate
1095 days
Chennai
Please refer Tender documents.
10 documents required · 10 mandatory
₹24,000
Yes
GM CMRL
₹7.7 L
Yes
Chennai
23 Jul 2026
22 May 2026
24 Jun 2026
22 May 2026
24 Jun 2026
10 Jun 2026
23 May 2026 - 1 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Schedule - A : General Items | - | - | - | - |
| 2 | Earth Work | - | - | - | - |
| 3 | 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 disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All kinds of soils | 105 | Sq.m | - | - |
| 4 | 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 up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-charge. all kind of soil and for all kind of work. | 525 | Cu.m | - | - |
| 5 | 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 to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of Soil | 255 | Cu.m | - | - |
| 6 | Earthwork by deploying Machinery or manual labour in all soils except hard rock requiring blasting and conveying for the formation of a bund with a lead of 0 to 100 metres, deploying earth-moving machinery and tippers, including benching, formation of bunds, breaking clods, sectioning, etc., complete. lead beyond 100 meters will be paid separately in Item No.6 | 275 | Cu.m | - | - |
| 7 | Earth work by deploying Machinery or manual labour in all soils except hard rock, requiring blasting and conveying for the formation of a bund with an extra lead of every 1 KM or part thereof, deploying earth-moving machinery and tippers, including benching, formation of bunds, breaking clods, sectioning, etc., complete for Extra lead beyond 100 meters for every 1 Km lead | 275 | Cu.m | - | - |
| 8 | Earth work by deploying earth-moving machinery for desilting the channel and forming a bund on either side, and depositing the earth on banks, including jungle clearance, etc, complete | 300 | Cu.m | - | - |
| 9 | Refilling with excavated Earth complying with standard specification for filling in foundation, basement, Trench and all other works using machinery or labour. | 375 | Cu.m | - | - |
| 10 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm deep, and disposal of rubbish, lead up to 50 m and lift to 1.5 m: All kinds of soil | 1,950 | Sq.m | - | - |
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