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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LRejected-Finance A 24 HOUSING UNIT KOLLAMPALAYAM ERODE 638 002 | ERODE | TAMIL NADU | 638002 | L1 | Rejected-Finance REJECTED | |
| 2 | L2₹51.6 L+₹2.5 L (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 | Dismantling the Reinforced Cement Concrete Slab in the existing bridge / causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. | 7 | m³ | 4,840.83 ₹33,895.49 | 4,609.85 ₹32,278.17 Lowest |
| 2.00 | Dismantling the RR Masonry in the existing bridge in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. | 15 | m³ | 35.29 ₹529.21 | 33.61 ₹504.02 Lowest |
| 3.00 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | 139 | m³ | 388.66 ₹54,025.61 | 370.11 ₹51,447.07 Lowest |
| 4.00 | Earthwork excavation in all classes of soil except Soft Rock W-0062/ Kankar not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 132 | m³ | 979.18 ₹1,29,256.46 | 932.46 ₹1,23,089.2 Lowest |
| 5.00 | Plain Cement Concrete of 1:4:8 mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL | 24 | m³ | 5,987.65 ₹1,43,700.61 | 5,701.95 ₹1,36,843.95 Lowest |
| 6.00 | Providing dowel bars of 25mm dia mild steel hooked at top including dilling holes of 40mm in hard rock to a depth of 1.00m and including dowel bars of 25mm dia such a way that 1.00m is inside hard rock 1.00m above and bend up for 0.40m length hard rock level and will be embeded to the foudation footing and filling the gab of dowel holes with cement mortar 1:1 mix including cost of dowel bars handling charges fabrication charges including labour for fixing in position and bending to shape etc., complete | 150 | Nos | 656.54 ₹98,481 | 625.22 ₹93,783 Lowest |
| 7.00Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams alll beams lintels etc. Centering for soffits of RCC slabs plain surface including strutting upto 3 meter height using mild steel sheet of size 90cmx60cmx10 gauge with MS angles of size 25mmx2mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced upto 90cm c/c and supported casurina props or 10cm to 13cm dia spaced at 0.750cm c/c complying with standard specification and as directed by the departmental officer | |||||
| 7.01 | a) Footing , Abutment & Wing Wall | 140 | m2 | 1,062.25 ₹1,48,712.88 | 1,011.57 ₹1,41,617.78 Lowest |
| 7.02 | b) Bed Block & Deck Slab | 105 | m2 | 1,189.15 ₹1,24,858.37 | 1,132.41 ₹1,18,900.79 Lowest |
| 8.00 | Vibrated Cement Concrete of grade M20 Nominal Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL AND SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. | 320 | m³ | 8,764.88 ₹28,04,748.28 | 8,346.67 ₹26,70,921.71 Lowest |
Tender Value
₹59 L
EMD Value
₹59,000
Closing Date
3 Mar 2026, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
Construction of R.C.C Bridge at Thayumanasundaram street odai bridge in Ward No.58.
Construction of R.C.C Bridge at Thayumanasundaram street odai bridge in Ward No.58.
2026_MAWS_668456_1
E1-0118-2025-4-4-5-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
₹59,000
9 Oct 2026
28 Feb 2026
3 Mar 2026
28 Feb 2026
3 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the Reinforced Cement Concrete Slab in the existing bridge / causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. | 7 | m³ | - | - |
| 2 | Dismantling the RR Masonry in the existing bridge in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. | 15 | m³ | - | - |
| 3 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | 139 | m³ | - | - |
| 4 | Earthwork excavation in all classes of soil except Soft Rock W-0062/ Kankar not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 132 | m³ | - | - |
| 5 | Plain Cement Concrete of 1:4:8 mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL | 24 | m³ | - | - |
| 6 | Providing dowel bars of 25mm dia mild steel hooked at top including dilling holes of 40mm in hard rock to a depth of 1.00m and including dowel bars of 25mm dia such a way that 1.00m is inside hard rock 1.00m above and bend up for 0.40m length hard rock level and will be embeded to the foudation footing and filling the gab of dowel holes with cement mortar 1:1 mix including cost of dowel bars handling charges fabrication charges including labour for fixing in position and bending to shape etc., complete | 150 | Nos | - | - |
| 7Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams alll beams lintels etc. Centering for soffits of RCC slabs plain surface including strutting upto 3 meter height using mild steel sheet of size 90cmx60cmx10 gauge with MS angles of size 25mmx2mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced upto 90cm c/c and supported casurina props or 10cm to 13cm dia spaced at 0.750cm c/c complying with standard specification and as directed by the departmental officer | |||||
| 7.01 | a) Footing , Abutment & Wing Wall | 140 | m2 | - | - |
| 7.02 | b) Bed Block & Deck Slab | 105 | m2 | - | - |
| 8 | Vibrated Cement Concrete of grade M20 Nominal Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL AND SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. | 320 | m³ | - | - |
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