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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAccepted-AOC | ₹40.8 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹41.8 L+₹1.0 L (2.52%)Rejected-Finance | ₹41.8 L+₹1.0 L (2.52%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | PTK CONSTRUCTION L1 | YES PEE ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the Existing Damaged PCC Surface including cost of all labour charges and stacking usefull materials for reuse etc., complete as per standard specification | 223 | M3 | 546 ₹1,21,758 Lowest | 590 ₹1,31,570 |
| 2.00 | 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) | 763 | M3 | 144 ₹1,09,872 Lowest | 180 ₹1,37,340 |
| 3.00 | Cement concrete 1:5:10 mix (One cement five sand and ten metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 109 | M3 | 5,579 ₹6,08,111 Lowest | 5,600 ₹6,10,400 |
| 4.00 | Centering 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 | 1,782.2 | M2 | 487 ₹8,67,931.4 Lowest | 500 ₹8,91,100 |
| 5.00 | 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 | 297 | M3 | 7,056 ₹20,95,632 Lowest | 7,090 ₹21,05,730 |
| 6.00 | 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) | 446 | M2 | 613 ₹2,73,398 Lowest | 680 ₹3,03,280 |
Tender Value
₹49 L
EMD Value
₹49,000
Closing Date
17 Feb 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
CONSTRUCTION OF STORM WATER DRAIN AT PAAPATHI KADU 2ND STREET, WARD 29
2026_MAWS_658747_1
E1-0118-2025-2-18-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPOATION
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹49,000
12 Sept 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
17 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the Existing Damaged PCC Surface including cost of all labour charges and stacking usefull materials for reuse etc., complete as per standard specification | 223 | M3 | - | - |
| 2 | 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) | 763 | M3 | - | - |
| 3 | Cement concrete 1:5:10 mix (One cement five sand and ten metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 109 | M3 | - | - |
| 4 | Centering 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 | 1,782.2 | M2 | - | - |
| 5 | 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 | 297 | M3 | - | - |
| 6 | 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) | 446 | M2 | - | - |
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