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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC | ₹25.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹26.2 L+₹48,688.17 (1.89%)Rejected-Finance | ₹26.2 L+₹48,688.17 (1.89%) | 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 chrarges and stacking usefull materials for reuse etc., complete as per standard specification | 114 | M3 | 546.24 ₹62,271.36 Lowest | 590 ₹67,260 |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 242 | M3 | 144.21 ₹34,898.82 Lowest | 180 ₹43,560 |
| 3.00 | 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 | 48 | M3 | 5,579.45 ₹2,67,813.6 Lowest | 5,600 ₹2,68,800 |
| 4.00Centering 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 | |||||
| 4.01 | a) without Strutting -Side Wall | 1,512 | M2 | 487.25 ₹7,36,722 Lowest | 500 ₹7,56,000 |
| 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 | 189 | M3 | 7,056.15 ₹13,33,612.35 Lowest | 7,090 ₹13,40,010 |
| 6.00 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 227 | M2 | 613.1 ₹1,39,173.7 Lowest | 650 ₹1,47,550 |
Tender Value
₹30.9 L
EMD Value
₹30,900
Closing Date
17 Feb 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
CONSTRUCTION OF STROM WATER DRAIN AT MUNIYAPPAN KOVIL STREET IN WARD NO-22.
2026_MAWS_658741_1
E1-0118-2025-2-17-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
₹30,900
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 chrarges and stacking usefull materials for reuse etc., complete as per standard specification | 114 | M3 | - | - |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 242 | M3 | - | - |
| 3 | 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 | 48 | M3 | - | - |
| 4Centering 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 | |||||
| 4.01 | a) without Strutting -Side Wall | 1,512 | 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 | 189 | M3 | - | - |
| 6 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 227 | M2 | - | - |
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