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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC A 24 HOUSING UNIT KOLLAMPALAYAM ERODE 638 002 | ERODE | TAMIL NADU | 638002 | L1 | Accepted-AOC OK | |
| 2 | L2₹13.1 L+₹62,625.77 (5.01%)Rejected-Finance ERODE | ERODE | TAMIL NADU | 638001 | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | MSK Infra Projects L2 | M/s. Kousic & Co L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 105 | M³ | 151.42 ₹15,899.1 | 144.2 ₹15,141 Lowest |
| 2.00 | Plain 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 | 10 | M³ | 5,858.42 ₹58,584.2 | 5,578.89 ₹55,788.9 Lowest |
| 3.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For drain Upto 180 CM | |||||
| 3.01 | Drain | 327 | M2 | 511.61 ₹1,67,296.47 | 487.2 ₹1,59,314.4 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 | 41 | M³ | 7,408.96 ₹3,03,767.36 | 7,055.44 ₹2,89,273.04 Lowest |
| 5.00 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification and as directed by the departmental officers. | 44 | M³ | 643.76 ₹28,325.44 | 613.04 ₹26,973.76 Lowest |
| 6.00 | PreparingtheExistingsurfacetolayingtheroadtoProperGradientandremovetheloosesoilwithoutdamagetheWaterSupplyandotherPipelines.TheRateinclusiveofallchargessuchasEarthworkandremovethesameawayfromthesiteetc,completeasper standard specifications. | 48 | m3 | 144.03 ₹6,913.44 | 137.16 ₹6,583.68 Lowest |
| 7.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - | 48 | m3 | 2,120.69 ₹1,01,793.12 | 2,019.5 ₹96,936 Lowest |
| 8.00 | Providing and laying,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 48 | M3 | 2,710.05 ₹1,30,082.4 | 2,580.74 ₹1,23,875.52 Lowest |
| 9.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications | 480 | M2 | 93.74 ₹44,995.2 | 89.27 ₹42,849.6 Lowest |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
3 Mar 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDARANAR SALAI ERODE
CONSTRUCTION OF STORM WATER DRAIN AND PROVIDING BT SURFACE AT VINAYAGAR KOVIL STREET.7 IN WARD NO 57.
2026_MAWS_669089_1
E1-0118-2025-4-1-57-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
60 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹7,080
₹15,000
9 Oct 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 105 | M³ | - | - |
| 2 | Plain 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 | 10 | M³ | - | - |
| 3Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For drain Upto 180 CM | |||||
| 3.01 | Drain | 327 | M2 | - | - |
| 4 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 | 41 | M³ | - | - |
| 5 | Plastering the surface of walls with Cement Mortar 1:4 (One cement and Four plastering sand), 20mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification and as directed by the departmental officers. | 44 | M³ | - | - |
| 6 | PreparingtheExistingsurfacetolayingtheroadtoProperGradientandremovetheloosesoilwithoutdamagetheWaterSupplyandotherPipelines.TheRateinclusiveofallchargessuchasEarthworkandremovethesameawayfromthesiteetc,completeasper standard specifications. | 48 | m3 | - | - |
| 7 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - | 48 | m3 | - | - |
| 8 | Providing and laying,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 48 | M3 | - | - |
| 9 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications | 480 | M2 | - | - |
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