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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance | ₹12.4 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹12.6 LRejected-Finance | ₹12.6 L | L2 | Rejected-Finance REJECT |
| Sl No | Description | Qty | Unit | THULIR INFRA DEVELOPERS PRIVATE LIMITED L1 | ASHOKRAJA AND CO 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) | 236.5 | M3 | 107 ₹25,305.50 | 115 ₹27,197.50 |
| 2.00 | Cement concrete 1:4:8 mix (One cement four sand and Eight 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 | 20.48 | M3 | 5,342 ₹1.1 L | 5,415 ₹1.1 L |
| 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 | a) Side Wall without Strutting | 774 | M2 | 483 ₹3.7 L | 495 ₹3.8 L |
| 4.00 | Plain Cement Concrete 1:3:6 (one cement, three M Sand and six 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 | 97.25 | M3 | 5,664 ₹5.5 L | 5,715 ₹5.6 L |
| 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 | 5.11 | M3 | 6,715 ₹34,296.86 | 6,710 ₹34,271.32 |
| 6.00 | Plastering with cement mortar 1:3,12 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306) | 496.5 | M2 | 295 ₹1.5 L | 305 ₹1.5 L |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
31 Jul 2025, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI, ERODE-638001
Construction of Strom water Pipe Drain at Cavery Nagar Main Road (Reliance bank to Sri AngalaParameswari Kovil Junction) in Ward No-12
2025_MAWS_586918_1
E1-4907-2024-08 -ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹15,000
12 Dec 2025
29 Jul 2025
31 Jul 2025
29 Jul 2025
31 Jul 2025
29 Jul 2025
Amount
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)
Cement concrete 1:4:8 mix (One cement four sand and Eight 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
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
a) Side Wall without Strutting
Plain Cement Concrete 1:3:6 (one cement, three M Sand and six 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
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
Plastering with cement mortar 1:3,12 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
ASHOKRAJA AND CO (BID ID -1416578)
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