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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.3 L+₹2,835 (0.34%)Rejected-Finance | ₹8.3 L+₹2,835 (0.34%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | GREEN ENVIRO SYSTEMS L2 | K N Prasanna L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged plain cement concrete including all cost and conveyance of material and labour charge as per standard specification | 48 | M3 | 550 ₹26,400 | 545 ₹26,160 Lowest |
| 2.00 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 140 | M3 | 145 ₹20,300 | 144 ₹20,160 Lowest |
| 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 -Mixing by mechanical means | 22 | M3 | 5,595 ₹1,23,090 | 5,575 ₹1,22,650 Lowest |
| 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) Side Wall without Strutting | 375 | M2 | 490 ₹1,83,750 | 486 ₹1,82,250 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | 65 | M3 | 7,060 ₹4,58,900 | 7,055 ₹4,58,575 Lowest |
| 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) | 95 | M2 | 163 ₹15,485 | 161 ₹15,295 Lowest |
Tender Value
₹9.8 L
EMD Value
₹9,850
Closing Date
11 Feb 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI, ERODE - 638001
CONSTRUCTION OF STORM WATER DRAIN AT KALAIGNAR NAGAR MAIN ROAD WARD NO. 26
2026_MAWS_653442_1
E1-0118-2025-35-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹9,850
8 Sept 2026
9 Feb 2026
11 Feb 2026
9 Feb 2026
11 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged plain cement concrete including all cost and conveyance of material and labour charge as per standard specification | 48 | M3 | - | - |
| 2 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 140 | 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 -Mixing by mechanical means | 22 | 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) Side Wall without Strutting | 375 | M2 | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) | 65 | 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) | 95 | M2 | - | - |
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