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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 CrAdmitted-Finance 64 1 EXSERVICE MAN COLONY BHAVANISAGAR 638451 SATHYAMANGALAM TK ERODE DISTRICT TAMIL NADU | ERODE | TAMIL NADU | 638451 | ₹2.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.7 CrAdmitted-Finance 232 RANA NAGAR BHAVANI ERODE DISTRICT 638 302 | 638302 | ₹2.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | SRI MUNIAPPAN CONSTRUCTION L4 | SAKTHI AND CO L2 | SOLAIAPPAN CONSTRUCTIONS L3 | ARWIN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|
| 1.00IMPROVEMENT OF EXISTING EARTHERN ROAD TO BT ROAD OF KADAMBUR TO MAKKAMPALAYAM FOREST ROAD | |||||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soild not exceeding 150mm in thickness as per Technical Specification Clause 201. | 7,991.48 | Sqm | 7 ₹55,940.36 | 7 ₹55,940.36 | 6 ₹47,948.88 Lowest | 7 ₹55,940.36 |
| 1.02 | Medium Rock and Dense Meium Rock Requiring Blasting without Stacking - First Depth of 2 metre | 27 | Cum | 545 ₹14,715 | 500 ₹13,500 | 457 ₹12,339 Lowest | 500 ₹13,500 |
| 1.03 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Km and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR CUTTING | 5,002.98 | Cum | 155 ₹7,75,461.9 | 100 ₹5,00,298 Lowest | 130 ₹6,50,387.4 | 100 ₹5,00,298 Lowest |
| 1.04 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Kms. and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR FILLING UTILIZING THE CUT EARTH | 1,260 | Cum | 65 ₹81,900 | 60 ₹75,600 | 52 ₹65,520 | 50 ₹63,000 Lowest |
| 1.05 | Granular Sub-base with Graded Material (Table:400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-V material | 2,385.74 | Cum | 2,255 ₹53,79,843.7 | 2,100 ₹50,10,054 | 2,050 ₹48,90,767 Lowest | 2,100 ₹50,10,054 |
| 1.06 | Providing and laying water bound macadamfor bottom layer grading II consisting of clean, crushed aggregates mechanically inter locked by rolling and binding together with screening binding material and finished in accordance with the requirements of the specification | 2,982.18 | Cum | 3,270 ₹97,51,728.6 | 2,800 ₹83,50,104 Lowest | 2,900 ₹86,48,322 | 2,800 ₹83,50,104 Lowest |
| 1.07 | Providing and laying water bound macadamfor bottom layer grading III consisting of clean, crushed aggregates mechanically inter locked by rolling and binding together with screening binding material and finished in accordance with the requirements of the specification | 2,385.74 | Cum | 3,725 ₹88,86,881.5 | 3,000 ₹71,57,220 Lowest | 3,150 ₹75,15,081 | 3,000 ₹71,57,220 Lowest |
| 1.08 | Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms. | 3,587.07 | Cum | 150 ₹5,38,060.5 | 100 ₹3,58,707 Lowest | 127 ₹4,55,557.89 | 100 ₹3,58,707 Lowest |
| 1.09 | Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Compaction only) | 3,742.98 | Cum | 65 ₹2,43,293.7 | 50 ₹1,87,149 Lowest | 50 ₹1,87,149 Lowest | 50 ₹1,87,149 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹3.1 L
Closing Date
13 Jul 2026, 4:00 pmClosed
Deputy Director, Sathyamangalam
Office of Deputy Director, Sathyamangalam Forest Division, Sathyamangalam Tiger Reserve, Sathyamangalam - 638 402
Improvement Of Existing Road from Kadambur to Makkampalayam Forest Road Km 0.00 To 18.60 in Kadambur Forest Range, Sathyamangalam Forest Division
2026_TNFD_681434_1
1377/2025/D
Open Tender
Civil Works - Roads
Item Rate
Kadambur Forest Range, Sathyamangalam
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹3.1 L
Office of Deputy Director, Sathyamangalam
17 Aug 2026
25 Jun 2026
14 Jul 2026
25 Jun 2026
13 Jul 2026
25 Jun 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1IMPROVEMENT OF EXISTING EARTHERN ROAD TO BT ROAD OF KADAMBUR TO MAKKAMPALAYAM FOREST ROAD | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soild not exceeding 150mm in thickness as per Technical Specification Clause 201. | 7,991.48 | Sqm | 7.63 | ₹60,974.99 |
| 1.02 | Medium Rock and Dense Meium Rock Requiring Blasting without Stacking - First Depth of 2 metre | 27 | Cum | 547.27 | ₹14,776.29 |
| 1.03 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Km and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR CUTTING | 5,002.98 | Cum | 158.27 | ₹7,91,821.64 |
| 1.04 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Kms. and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR FILLING UTILIZING THE CUT EARTH | 1,260 | Cum | 65.69 | ₹82,769.4 |
| 1.05 | Granular Sub-base with Graded Material (Table:400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-V material | 2,385.74 | Cum | 2,259.92 | ₹53,91,581.54 |
| 1.06 | Providing and laying water bound macadamfor bottom layer grading II consisting of clean, crushed aggregates mechanically inter locked by rolling and binding together with screening binding material and finished in accordance with the requirements of the specification | 2,982.18 | Cum | 3,297.59 | ₹98,34,006.95 |
| 1.07 | Providing and laying water bound macadamfor bottom layer grading III consisting of clean, crushed aggregates mechanically inter locked by rolling and binding together with screening binding material and finished in accordance with the requirements of the specification | 2,385.74 | Cum | 3,729.26 | ₹88,97,044.75 |
| 1.08 | Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms. | 3,587.07 | Cum | 150.63 | ₹5,40,320.35 |
| 1.09 | Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Compaction only) | 3,742.98 | Cum | 65.69 | ₹2,45,876.36 |
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