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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹8.3 L+₹9,574.62 (1.16%)Rejected-Finance | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | PTK CONSTRUCTION L1 | M.R.M.CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 136 | M3 | 115.5 ₹15,708 Lowest | 120 ₹16,320 |
| 2.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 11.5 | M3 | 5,579.45 ₹64,163.67 Lowest | 5,600 ₹64,400 |
| 3.00Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification | |||||
| 3.01 | b) with Strutting -Culvert | 319 | M2 | 1,126.15 ₹3,59,241.85 Lowest | 1,150 ₹3,66,850 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two 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 | 53.5 | M3 | 6,763.35 ₹3,61,839.23 Lowest | 6,780 ₹3,62,730 |
| 5.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 53.5 | M2 | 445.75 ₹23,847.62 Lowest | 450 ₹24,075 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
10 Feb 2026, 5:10 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI, ERODE - 638001.
CONSTRUCTION OF STROM WATER DRAIN AND CULVERT AT SUBAIYAN STREET IN WARD NO 37
2026_MAWS_654009_1
E1-0118-2025-2-27-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹1,770
₹10,000
16 Oct 2026
10 Feb 2026
10 Feb 2026
10 Feb 2026
10 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 136 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 11.5 | M3 | - | - |
| 3Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification | |||||
| 3.01 | b) with Strutting -Culvert | 319 | M2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 (one cement, two 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 | 53.5 | M3 | - | - |
| 5 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 53.5 | M2 | - | - |
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