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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAdmitted-Finance | ₹10.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.3 Cr+₹3.1 L (0.30%)Admitted-Finance | ₹10.3 Cr+₹3.1 L (0.30%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | - | - | Rejected-Technical Similar nature of work enclosed is insufficient and Original Affidavit not submitted. Hence Rejected |
| 4 | Rejected-Technical 15 3 625017 | MADURAI | TAMIL NADU | 625017 | - | - | Rejected-Technical OD submitted without the name of work and before date of tender notice and Original affidavit not submitted.Hence Rejected |
| 5 | Rejected-Technical CHINNAPPAMPATTI PO OMALUR TK SALEM DT | - | - | Rejected-Technical OD submitted without the name of work. Hence Rejected |
| Sl No | Description | Qty | Unit | Thangam and Co L1 | Annamalai and Co L2 |
|---|---|---|---|---|---|
| 1.00Formation of Road From Kannamoochi Main Road To Kemmampatty (Km 4/8 - 7/030) in Kolathur Block at Salem District | |||||
| 2.00 | Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental oficers. (W-0003) (Km 4/8 - 7/030) | 16,056 | Sqm | 6 ₹96,336 Lowest | 7 ₹1,12,392 |
| 3.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. For Top Soil (Km 4/8 - 7/030) | 36,004.38 | Cum | 47 ₹16,92,205.86 Lowest | 48 ₹17,28,210.24 |
| 4.00 | Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)(Km 4/8 - 7/030) | 46,283.05 | Cum | 96.72 ₹44,76,496.6 Lowest | 98 ₹45,35,738.9 |
| 5.00 | MR-&- DMR( Not Requiring Blasting) Earth work excavating and depositing on bank with intial lead of 10m and intial lift of 2m in Medium rock and Dense Medium Rock Not Requiring blasting. (W-0064) (Km 4/8 - 7/030) | 7,200.88 | Cum | 345.04 ₹24,84,591.64 Lowest | 348 ₹25,05,906.24 |
| 6.00 | excavation for roadwork clearing away and carfully stacking materials useful for reuse for any thickness of walls Hard Rock measured in solid including blasting and stacking for Hard rock cutting. (W-0043) (Km 4/8 - 7/030) | 4,800.58 | Sqm | 932.55 ₹44,76,780.88 Lowest | 950 ₹45,60,551 |
| 7.00RETAINING WALL 4/8-5/0 | |||||
| 8.00 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 277.5 | Cum | 263.78 ₹73,198.95 Lowest | 275 ₹76,312.5 |
| 9.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for | 55.5 | Cum | 6,143.03 ₹3,40,938.17 Lowest | 6,143.03 ₹3,40,938.17 Lowest |
| 10.00 | Random rubble masonry in cement mortar 1:5 mix with simultaneous pointing including cost and conveyance pf all materials to site | 409.5 | Cum | 6,569.1 ₹26,90,046.45 Lowest | 6,569.1 ₹26,90,046.45 Lowest |
Tender Value
₹10.4 Cr
EMD Value
₹10.4 L
Closing Date
27 Jan 2026, 3:00 pmClosed
Additional Collector (Development)
DRDA, Salem
Formation of Road From Kannamoochi Main Road To Kemmampatty ( Km 4/8 - 7/030) (Forest Limit) H/o Palamalai Panchayat in Kolathur Block of Salem District under Infra Structure Development in Tribal Areas Link Road - (2025-26)
2026_RDTN_644843_1
Roc.No.7022/2025/A3
Open Tender
Civil Works - Roads
Item Wise
270 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹10.4 L
DRDA, Salem
31 Aug 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
21 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Formation of Road From Kannamoochi Main Road To Kemmampatty (Km 4/8 - 7/030) in Kolathur Block at Salem District | - | - | - | - |
| 2 | Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental oficers. (W-0003) (Km 4/8 - 7/030) | 16,056 | Sqm | - | - |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. For Top Soil (Km 4/8 - 7/030) | 36,004.38 | Cum | - | - |
| 4 | Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)(Km 4/8 - 7/030) | 46,283.05 | Cum | - | - |
| 5 | MR-&- DMR( Not Requiring Blasting) Earth work excavating and depositing on bank with intial lead of 10m and intial lift of 2m in Medium rock and Dense Medium Rock Not Requiring blasting. (W-0064) (Km 4/8 - 7/030) | 7,200.88 | Cum | - | - |
| 6 | excavation for roadwork clearing away and carfully stacking materials useful for reuse for any thickness of walls Hard Rock measured in solid including blasting and stacking for Hard rock cutting. (W-0043) (Km 4/8 - 7/030) | 4,800.58 | Sqm | - | - |
| 7 | RETAINING WALL 4/8-5/0 | - | - | - | - |
| 8 | Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 277.5 | Cum | - | - |
| 9 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for | 55.5 | Cum | - | - |
| 10 | Random rubble masonry in cement mortar 1:5 mix with simultaneous pointing including cost and conveyance pf all materials to site | 409.5 | Cum | - | - |
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