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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance 9 56F SURVEY NO 1940 1C PERUNGUDI PART II VILLAGE KAVALKINARU PANCHAYAT RADHAPURAM TALUK TIRUNELVELI DIST | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.3 L+₹42.68 (<0.01%)Admitted-Fee/PreQual/Technical/Finance | ₹6.3 L+₹42.68 (<0.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.3 L+₹392.13 (0.06%)Admitted-Fee/PreQual/Technical/Finance | ₹6.3 L+₹392.13 (0.06%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.7 L+₹39,659.76 (6.26%)Admitted-Fee/PreQual/Technical/Finance SENGADU PO EDAPPULI NADU KOLLIHILLS TK PIN 637411 | KOLLIHILLS | NAMAKKAL | TAMIL NADU | 637411 | ₹6.7 L+₹39,659.76 (6.26%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Murugan L4 | Asokan K L2 | Rajan L1 | Justin Anbaiyan L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Collection, filling with conveyed gravel in layer of not more than 15 cm thick an average lead of 5km, including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidental charges etc., complete as per standard specification. TNDSS No. 301 and 305 | 187 | m3 | 281 ₹52,547 | 264.46 ₹49,454.02 | 264.44 ₹49,450.28 Lowest | 264.61 ₹49,482.07 |
| 2.00 | providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thick specification including premixing the materials with water at OMC in mechanical 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 achieve 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. | 70 | m3 | 2,092.16 ₹1,46,451.2 | 1,969.15 ₹1,37,840.5 | 1,968.86 ₹1,37,820.2 Lowest | 1,970.08 ₹1,37,905.6 |
| 3.00 | Supply of interlocking paver block M40 grade bounding and laying of 80mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of interlocking paver block in regaining size of minimum compressive strength of 40N/mm2 in uniform shape of approved non sticking make to be end in flushing bone battern with approved non sticking surface in the top and the rate including gravelling the based preparatin of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge. | 466 | m2 | 1,017.06 ₹4,73,949.96 | 957.16 ₹4,46,036.56 | 957.12 ₹4,46,017.92 Lowest | 957.71 ₹4,46,292.86 |
Tender Value
₹9.5 L
EMD Value
₹9,500
Closing Date
18 Sept 2026, 3:00 pmClosed
Executive Officer
Arumanai Town Panchayat Office Arumanai
Improvements of Kaithagam Kuroor via road in Arumanai TP
2026_DTP_700657_1
247-7
Open Tender
Civil Works
Lump-sum
180 days
Arumanai
Class V
2 documents required · 2 mandatory
₹0
₹9,500
21 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
2 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Collection, filling with conveyed gravel in layer of not more than 15 cm thick an average lead of 5km, including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidental charges etc., complete as per standard specification. TNDSS No. 301 and 305 | 187 | m3 | - | - |
| 2 | providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thick specification including premixing the materials with water at OMC in mechanical 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 achieve 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. | 70 | m3 | - | - |
| 3 | Supply of interlocking paver block M40 grade bounding and laying of 80mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of interlocking paver block in regaining size of minimum compressive strength of 40N/mm2 in uniform shape of approved non sticking make to be end in flushing bone battern with approved non sticking surface in the top and the rate including gravelling the based preparatin of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge. | 466 | m2 | - | - |
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