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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAccepted-Finance | L1 | Accepted-Finance Quoted lowest Amount | |
| 2 | L2₹59.6 L+₹1.2 L (2.08%)Rejected-Finance 727 EAST KATTUKOTTAI NADUVALUR GANGAVALLI SALEM TAMILNADU 636105 | SALEM | SALEM | TAMIL NADU | 636105 | L2 | Rejected-Finance Not Quoted lowest Amount | |
| 3 | L3₹60.5 L+₹2.1 L (3.64%)Rejected-Finance NO 4 87 EAST STREET KRISHNAPURAM POST VEPPANTHATTAI PERAMBALUR DISTRICT 621 116 | PERAMBALUR | TAMIL NADU | 621116 | L3 | Rejected-Finance Not Quoted lowest Amount | |
| 4 | L4₹60.8 L+₹2.4 L (4.14%)Rejected-Finance NO 315 RAJAVEETHI ARANJI VILLAGE SOMASIPADI POST KILPENNATHUR TALUK TIRUVANNAMALAI DISTRICT 606 611 | TIRUVANNAMALAI | TIRUVANNAMALAI | TAMIL NADU | 606611 | L4 | Rejected-Finance Not Quoted lowest Amount | |
| 5 | L5₹62.9 L+₹4.5 L (7.78%)Rejected-Finance NO 5 TNHB OFFICE COMPLEX R 40 A AMBATTUR ESTATE MAIN ROAD MUGAPPAIR CHENNAI 600037 | CHENNAI | TAMIL NADU | 600037 | L5 | Rejected-Finance Not Quoted lowest Amount |
| Sl No | Description | Qty | Unit | A.R.Constructions L2 | S.P.Builders L11 | KPM Constructions Co L10 | SASTHA INFRATECH L9 | M THANGAVELU CONTRACTORS L14 | Amman Construction L6 | bharathi constructions L3 | M/S S.R Construction L1 | MANIVANNAN R A L7 | Ayyan Construction L4 | REJE COATING SYSTEMS PVT LTD L5 | VETRI CONSTRUCTION L13 | SMS AND CO L16 | RASIKA CONSTRUCTION L8 | S PERIASAMY L15 | R VELLAISAMY L17 | APPU CONSTRUCTION L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Clearing the Scrub jungle including all labour charges for burryingng and burning etc., Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs, saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | ||||||||||||||||||||
| 1.10 | At road portion | 1,152 | sq.m | 5 ₹5,760 | 5 ₹5,760 | 5 ₹5,760 | 100 ₹1,15,200 | 6.1 ₹7,027.2 | 5 ₹5,760 | 5 ₹5,760 | 5 ₹5,760 | 5 ₹5,760 | 4.29 ₹4,942.08 Lowest | 5 ₹5,760 | 6 ₹6,912 | 12 ₹13,824 | 7 ₹8,064 | 5.68 ₹6,543.36 | 30 ₹34,560 | 7 ₹8,064 |
| 2.00Excavation 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 sections shown in the drawings or as indicated by the Engineer for Box Cutting for Widening Portion and as per MORTH No. 111, 112, 301, 302. | ||||||||||||||||||||
| 2.10 | At road portion | 192 | cu.m | 100 ₹19,200 | 118 ₹22,656 | 118 ₹22,656 | 60 ₹11,520 Lowest | 96 ₹18,432 | 90 ₹17,280 | 120 ₹23,040 | 110 ₹21,120 | 100 ₹19,200 | 88.89 ₹17,066.88 | 100 ₹19,200 | 200 ₹38,400 | 160 ₹30,720 | 135 ₹25,920 | 99 ₹19,008 | 150 ₹28,800 | 150 ₹28,800 |
| 3.00Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers | ||||||||||||||||||||
| 3.10 | At road portion | 216 | cu.m | 350 ₹75,600 | 249.55 ₹53,902.8 | 249.55 ₹53,902.8 | 800 ₹1,72,800 | 330 ₹71,280 | 110 ₹23,760 Lowest | 120 ₹25,920 | 120 ₹25,920 | 300 ₹64,800 | 411.79 ₹88,946.64 | 400 ₹86,400 | 2,605 ₹5,62,680 | 950 ₹2,05,200 | 325 ₹70,200 | 270 ₹58,320 | 450 ₹97,200 | 350 ₹75,600 |
| 4.00Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900. | ||||||||||||||||||||
| 4.10 | At road portion | 675 | cu.m | 1,600 ₹10,80,000 | 1,500 ₹10,12,500 Lowest | 1,500 ₹10,12,500 Lowest | 2,000 ₹13,50,000 | 2,640 ₹17,82,000 | 2,050 ₹13,83,750 | 1,825 ₹12,31,875 | 1,705 ₹11,50,875 | 1,800 ₹12,15,000 | 1,757.1 ₹11,86,042.5 | 1,950 ₹13,16,250 | 2,000 ₹13,50,000 | 2,900 ₹19,57,500 | 1,680 ₹11,34,000 | 2,276 ₹15,36,300 | 2,800 ₹18,90,000 | 2,950 ₹19,91,250 |
| 5.00Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer over WMM as per MORTH No. -111, 112, 502, 900 | ||||||||||||||||||||
| 5.10 | At road portion | 4,500 | sq.m | 80 ₹3,60,000 | 99 ₹4,45,500 | 98.6 ₹4,43,700 | 50 ₹2,25,000 | 88 ₹3,96,000 | 70 ₹3,15,000 | 75 ₹3,37,500 | 70 ₹3,15,000 | 80 ₹3,60,000 | 59.57 ₹2,68,065 | 75 ₹3,37,500 | 35 ₹1,57,500 Lowest | 90 ₹4,05,000 | 65 ₹2,92,500 | 91.62 ₹4,12,290 | 100 ₹4,50,000 | 40 ₹1,80,000 |
Tender Value
₹84 L
EMD Value
₹84,000
Closing Date
30 Jul 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The District Forest Officer
The District Forest Officer, 2nd Floor, Multi Department Campus, Jayankondam Road, Ariyalur - 621704
Improvement of Vilangudi to Kolaiyanur road in Vilangudi RF in Ariyalur Forest Division, Thiruchirappalli Circle under 2025-2026 - 1.2 km
2026_TNFD_686113_2
1811/2025/D
Open Tender
Civil Works - Roads
Works
30 days
Ariyalur Forest Division
REFER BID DOCUMENT
4 documents required · 4 mandatory
₹0
₹84,000
Yes
6 Oct 2026
16 Jul 2026
30 Jul 2026
17 Jul 2026
30 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing the Scrub jungle including all labour charges for burryingng and burning etc., Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs, saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | |||||
| 1.1 | At road portion | - | sq.m | - | - |
| 2Excavation 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 sections shown in the drawings or as indicated by the Engineer for Box Cutting for Widening Portion and as per MORTH No. 111, 112, 301, 302. | |||||
| 2.1 | At road portion | - | cu.m | 53 | - |
| 3Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers | |||||
| 3.1 | At road portion | - | cu.m | 11 | - |
| 4Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900. | |||||
| 4.1 | At road portion | - | cu.m | 22 | - |
| 5Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer over WMM as per MORTH No. -111, 112, 502, 900 | |||||
| 5.1 | At road portion | - | sq.m | - | - |
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