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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | ₹3.7 L | L1 | Accepted-Finance Quoted Lowest Amount |
| 2 | L2₹4.3 L+₹60,877.98 (16.6%)Rejected-Finance | ₹4.3 L+₹60,877.98 (16.6%) | L2 | Rejected-Finance Quoted Highest Amount |
| 3 | L3₹4.3 L+₹66,174.85 (18.0%)Rejected-Finance | ₹4.3 L+₹66,174.85 (18.0%) | L3 | Rejected-Finance Quoted Highest Amount |
| Sl No | Description | Qty | Unit | KRISHNAMOORTHY SUBRAMANIAN L3 | MAM CONSTRUCTION L1 | CHANDIRARAMESH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in Sand silt or other Loose soil wet sand or silt not under water light black cotton soil sandy loam ordinary soil except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 Cm thick well rammed consolidated and depositing the surp less earth within compound in places shown by the departmental officers with all leads and lifts etc., complete. | 54 | m3 | 110 ₹5,940 | 100 ₹5,400 Lowest | 102 ₹5,508 |
| 2.00 | Supplying and filling the foundation and basement with stone crusher dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 4.5 | m3 | 685 ₹3,082.5 | 640 ₹2,880 Lowest | 682 ₹3,069 |
| 3.00 | Plain cement concrete of mix 1 : 4 : 8 ( one cement , Four sand and Eight aggregates ) using 40 mm ISS HBG metal for foundation and flooring, including , dewatering, if found necessary, and laid in layers of not more than 15 cm thick, well rammed and consolidated, including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc. completed as per standard specification and as directed by departmental officials | 4.5 | m3 | 5,960 ₹26,820 | 5,500 ₹24,750 Lowest | 5,958 ₹26,811 |
| 4.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 70 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | 90 | m2 | 650 ₹58,500 | 285 ₹25,650 Lowest | 613 ₹55,170 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 37.12 | m3 | 7,350 ₹2,72,868.75 | 6,800 ₹2,52,450 Lowest | 7,331 ₹2,72,163.38 |
| 6.00 | Add GST 18% | 1 | No | 66,097 ₹66,097 | 56,003.4 ₹56,003.4 Lowest | 65,290 ₹65,290 |
Tender Value
₹4.4 L
EMD Value
₹4,400
Closing Date
8 Jul 2026, 3:00 pmClosed
Commissioner
Commissioner Chidambaram Municipality
Chidambaram Municipality Construction of Retaining wall at kanagasabi Nagar 10th cross in Chidambaram Municipality.
2026_MAWS_682537_1
755/2026/E1
Open Tender
Civil Works
Works
45 days
Chidambaram Municipality
as per tender notice
2 documents required · 2 mandatory
₹0
₹4,400
8 Jul 2026
24 Jun 2026
8 Jul 2026
24 Jun 2026
8 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in Sand silt or other Loose soil wet sand or silt not under water light black cotton soil sandy loam ordinary soil except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 Cm thick well rammed consolidated and depositing the surp less earth within compound in places shown by the departmental officers with all leads and lifts etc., complete. | 54 | m3 | - | - |
| 2 | Supplying and filling the foundation and basement with stone crusher dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 4.5 | m3 | - | - |
| 3 | Plain cement concrete of mix 1 : 4 : 8 ( one cement , Four sand and Eight aggregates ) using 40 mm ISS HBG metal for foundation and flooring, including , dewatering, if found necessary, and laid in layers of not more than 15 cm thick, well rammed and consolidated, including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc. completed as per standard specification and as directed by departmental officials | 4.5 | m3 | - | - |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 70 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | 90 | m2 | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 37.13 | m3 | - | - |
| 6 | Add GST 18% | 1 | No | - | - |
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