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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹17.5 L+₹5,868.63 (0.34%)Admitted-Fee/PreQual/Technical/Finance | ₹17.5 L+₹5,868.63 (0.34%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.0 L+₹48,972.70 (2.80%)Admitted-Fee/PreQual/Technical/Finance | ₹18.0 L+₹48,972.70 (2.80%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N.ARUMUGAM L1 | K N Prasanna L3 | Blue Tech Infra Structure Private Ltd L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling Floor finish & dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Clay Tiles / Cuddapah Slabs, clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 57 | m2 | 65 ₹3,705 | 66 ₹3,762 | 64.1 ₹3,653.7 Lowest |
| 2.00 | Dismantling Brick / Stone Masonry in cement mortar walls, clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 9 | m3 | 302 ₹2,719.22 | 303 ₹2,728.22 | 296.4 ₹2,668.8 Lowest |
| 3.00 | Dismantling Cement concrete structures and clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 3 | m3 | 4,610 ₹13,830 | 4,615 ₹13,845 | 4,511.1 ₹13,533.3 Lowest |
| 4.00 | Removing of Existing Rolling shutter including Careful removal of the existing rolling shutter, including stacking reusable materials for future reuse, all labor charges, tools, plants, and completion of work as directed. | 7 | m2 | 172 ₹1,204 | 173 ₹1,211 | 168.8 ₹1,181.6 Lowest |
| 5.00 | Removing Existing UPVC Windows,including Careful removal of the existing UPVC windows, including stacking reusable materials for future reuse, all labor charges, and completion of work as directed. | 8 | m2 | 172 ₹1,376 | 173 ₹1,384 | 168.8 ₹1,350.4 Lowest |
| 6.00 | 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 | 12 | m3 | 230 ₹2,760 | 232 ₹2,784 | 226 ₹2,712 Lowest |
| 7.00 | 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 | 3 | m3 | 5,579 ₹16,728.31 | 5,585 ₹16,746.3 | 5,459.4 ₹16,369.69 Lowest |
| 8.00Supplying and errecting centering are strutting including necessary supports for place surface for RCC columns footing pedestal beam criticals pears etc.,using mild steel angles of sizes 90 x 90 x 10 cm gauge stifness welded mild steel of sizes 25 x 25 x 3 cm for boarding laying over silver oak joists of single 10cm - 6.5cm space of 75cm ceter to center | ||||||
| 8.01 | Sidewall | 13 | m2 | 709 ₹9,217 | 710 ₹9,230 | 694.2 ₹9,024.6 Lowest |
| 8.02 | Coloumn | 15 | m2 | 1,293 ₹19,396.55 | 1,295 ₹19,426.55 | 1,265.3 ₹18,981.02 Lowest |
Tender Value
₹21.5 L
EMD Value
₹21,500
Closing Date
27 Aug 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI,ERODE
Additional Infrastructure work at the Gandhiji road Commercial Complex in Shop no 21 in ward no 52
2026_MAWS_691549_1
E1-1858-2026-02-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPOATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹21,500
27 Aug 2026
7 Aug 2026
27 Aug 2026
7 Aug 2026
27 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling Floor finish & dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Clay Tiles / Cuddapah Slabs, clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 57 | m2 | - | - |
| 2 | Dismantling Brick / Stone Masonry in cement mortar walls, clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 9 | m3 | - | - |
| 3 | Dismantling Cement concrete structures and clearing away and carefully stacking materials useful for re-use for any thickness of walls including cost of all labour charges etc complete. | 3 | m3 | - | - |
| 4 | Removing of Existing Rolling shutter including Careful removal of the existing rolling shutter, including stacking reusable materials for future reuse, all labor charges, tools, plants, and completion of work as directed. | 7 | m2 | - | - |
| 5 | Removing Existing UPVC Windows,including Careful removal of the existing UPVC windows, including stacking reusable materials for future reuse, all labor charges, and completion of work as directed. | 8 | m2 | - | - |
| 6 | 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 | 12 | m3 | - | - |
| 7 | 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 | 3 | m3 | - | - |
| 8Supplying and errecting centering are strutting including necessary supports for place surface for RCC columns footing pedestal beam criticals pears etc.,using mild steel angles of sizes 90 x 90 x 10 cm gauge stifness welded mild steel of sizes 25 x 25 x 3 cm for boarding laying over silver oak joists of single 10cm - 6.5cm space of 75cm ceter to center | |||||
| 8.01 | Sidewall | 13 | m2 | - | - |
| 8.02 | Coloumn | 15 | m2 | - | - |
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