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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Lowest₹7.0 LAccepted-AOC SEYNAMVILAI IN NEYYOOR TOWN PANCHAYAT | MADURAI | TAMIL NADU | 625001 | ₹7.0 L | Lowest | Accepted-AOC Accepted |
| 2 | Highest₹7.2 LRejected-Finance | ₹7.2 L | Highest | Rejected-Finance Reejected |
| Sl No | Description | Qty | Unit | SAM CONTRACTS L1 | SUNDAR RAJ L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per CI.301 & 305 of MORTH IV Revision. For Box cutting | 41.1 | m3 | 131 ₹5,384.1 Lowest | 134.93 ₹5,545.62 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 41.1 | m3 | 2,491 ₹1,02,380.1 Lowest | 2,565.73 ₹1,05,451.5 |
| 3.00 | Supplying and laying Cement concrete Rubber Moulded Hydraulic Pressed Paver Block M40 grade of 80mm thick high strength type confirming IS 15658-2007 of required size of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with stone dust cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibrating the pavers, sweeping, transporting loading and unloading of paver block as per the standard specification. | 410.3 | m2 | 1,019 ₹4,18,095.7 Lowest | 1,049.57 ₹4,30,638.57 |
| 4.00 | Earth work excavation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification | 1.6 | m3 | 197 ₹315.2 Lowest | 202.91 ₹324.66 |
| 5.00 | Dismantling R.R work including all charges etc. complete. | 10 | m3 | 302 ₹3,020 Lowest | 311.06 ₹3,110.6 |
| 6.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 7.5 | m3 | 263 ₹1,972.5 Lowest | 270.89 ₹2,031.68 |
| 7.00 | Plain cement concrete Using 1:4:8 mix ( One cement , four Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 2.5 | m3 | 5,403 ₹13,507.5 Lowest | 5,565.09 ₹13,912.73 |
| 8.00Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 | |||||
| 9.00 | Plain surface | 48.5 | m2 | 333 ₹16,150.5 Lowest | 342.99 ₹16,635.02 |
| 10.00 | Retaining wall | 22 | m2 | 666 ₹14,652 Lowest | 685.98 ₹15,091.56 |
Tender Value
₹8.4 L
EMD Value
₹8,400
Closing Date
1 Jul 2026, 3:30 pmClosed
Executive Officer
Executive Officer Kallukkottam Town Panchayat
Providing interlocking paver block and construction of retaining wall at Kallukoottam Govt. middle school in Kallukoottam town panchayat
2026_DTP_681558_1
22-3/2026/A1
Open Tender
Civil Works
Works
30 days
Kallukkottam Town Panchayat
V and above
2 documents required · 2 mandatory
₹0
₹8,400
Yes
13 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
1 Jul 2026
18 Jun 2026
18 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per CI.301 & 305 of MORTH IV Revision. For Box cutting | 41.1 | m3 | - | - |
| 2 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 41.1 | m3 | - | - |
| 3 | Supplying and laying Cement concrete Rubber Moulded Hydraulic Pressed Paver Block M40 grade of 80mm thick high strength type confirming IS 15658-2007 of required size of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with stone dust cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibrating the pavers, sweeping, transporting loading and unloading of paver block as per the standard specification. | 410.3 | m2 | - | - |
| 4 | Earth work excavation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification | 1.6 | m3 | - | - |
| 5 | Dismantling R.R work including all charges etc. complete. | 10 | m3 | - | - |
| 6 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 7.5 | m3 | - | - |
| 7 | Plain cement concrete Using 1:4:8 mix ( One cement , four Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 2.5 | m3 | - | - |
| 8 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 | - | - | - | - |
| 9 | Plain surface | 48.5 | m2 | - | - |
| 10 | Retaining wall | 22 | m2 | - | - |
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