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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-AOC | ₹25.1 L | L1 | Accepted-AOC OK |
| 2 | L2₹25.7 L+₹57,870.37 (2.31%)Rejected-Finance | ₹25.7 L+₹57,870.37 (2.31%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | TE YELLOW CITY BUILDERS L1 | VETRI CONSTRUCTION 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) | 215 | M3 | 144.2 ₹31,002.28 Lowest | 155 ₹33,324.22 |
| 2.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, 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 - Mixing by mechanical means | 24.09 | M3 | 5,579.4 ₹1,34,379.85 Lowest | 5,615 ₹1,35,237.27 |
| 3.00 | Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. | 820 | m2 | 487.2 ₹3,99,504 Lowest | 495 ₹4,05,900 |
| 4.00 | 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. | 103 | M3 | 7,056 ₹7,26,768 Lowest | 7,125 ₹7,33,875 |
| 5.00 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers. | 103 | m2 | 613 ₹63,139 Lowest | 625 ₹64,375 |
| 6.00 | Preparing theExisting surface to laying the road to Proper Gradient and remove the loose soil without damage theWater Supplyandother Pipe lines. TheRate inclusiveof all chargessuchasEarthworkandremovethesameawayfromthesiteetc,completeasper standard specifications | 92 | m3 | 137 ₹12,604 Lowest | 145 ₹13,340 |
| 7.00 | Providing and laying of WMM to required depth using 0.396 cum of 45 - 22.40 mm graded metal 0.528 cum of 22.4 - 2.36 mm graded metal and 0.396 cum of 2.36 mm and below size metal including mixing watering and conveying to work site including all hire charges for paver and all labour charges etc., completed as per MORTH Specification | 92 | m3 | 2,581 ₹2,37,452 Lowest | 2,615 ₹2,40,580 |
| 8.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 920 | m2 | 89.2 ₹82,064 Lowest | 94 ₹86,480 |
| 9.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 920 | m2 | 20 ₹18,400 Lowest | 25 ₹23,000 |
| 10.00 | Providing and laying 50mm compacted thickness Bituminous Macadam using 0.42 cum of 26.50mm - 11.20mm graded metal and 0.10 cum of 11.20 mm - 2.80mm graded metal and 0.18 cum of 2.80mm and below with 38 kgs of bitumen for premixing per 10 sqm including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for premeasurement , heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant ,spreading the mix to the required grades and lines , compaction by 80-100KN power road roller including labour charges for loading,spreading etc including hire charges and fuel charges for mini hot mix plant ,power road roller ,bitumen boiler and all other tools and plants employed etc as per clause 504 of M.O.S.T specification. | 46 | m3 | 10,638 ₹4,89,348 Lowest | 11,050 ₹5,08,300 |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
27 Feb 2026, 3:00 pmClosed
THE COMMISSIONER,ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI, ERODE - 638001
Construction of Storm water drain and Providing BT Surface at Medical nagar in ward No 30
2026_MAWS_666925_1
E1-0190-2026-6-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹30,000
13 Jul 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
27 Feb 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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) | 215 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, 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 - Mixing by mechanical means | 24.09 | M3 | - | - |
| 3 | Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. | 820 | m2 | - | - |
| 4 | 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. | 103 | M3 | - | - |
| 5 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers. | 103 | m2 | - | - |
| 6 | Preparing theExisting surface to laying the road to Proper Gradient and remove the loose soil without damage theWater Supplyandother Pipe lines. TheRate inclusiveof all chargessuchasEarthworkandremovethesameawayfromthesiteetc,completeasper standard specifications | 92 | m3 | - | - |
| 7 | Providing and laying of WMM to required depth using 0.396 cum of 45 - 22.40 mm graded metal 0.528 cum of 22.4 - 2.36 mm graded metal and 0.396 cum of 2.36 mm and below size metal including mixing watering and conveying to work site including all hire charges for paver and all labour charges etc., completed as per MORTH Specification | 92 | m3 | - | - |
| 8 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications | 920 | m2 | - | - |
| 9 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 920 | m2 | - | - |
| 10 | Providing and laying 50mm compacted thickness Bituminous Macadam using 0.42 cum of 26.50mm - 11.20mm graded metal and 0.10 cum of 11.20 mm - 2.80mm graded metal and 0.18 cum of 2.80mm and below with 38 kgs of bitumen for premixing per 10 sqm including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for premeasurement , heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant ,spreading the mix to the required grades and lines , compaction by 80-100KN power road roller including labour charges for loading,spreading etc including hire charges and fuel charges for mini hot mix plant ,power road roller ,bitumen boiler and all other tools and plants employed etc as per clause 504 of M.O.S.T specification. | 46 | m3 | - | - |
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