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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical SALEM TAMIL NADU | - | Rejected-Technical Original Affidavit Not Submitted, Hence Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Similar nature of work experience and necessary documents not submitted. Hence rejected | |
| 4 | Rejected-Technical 75 PACHAGOUNDANUR SELAVADI SALEM 636501 | SALEM | SALEM | TAMIL NADU | 636501 | - | Rejected-Technical Original Affidavit and Necessary Documents Not Submitted, Hence Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Original Affidavit and Necessary Documents Not Submitted, Hence Rejected |
| Sl No | Description | Qty | Unit | R.Vasu L1 |
|---|---|---|---|---|
| 1.00Strengthening the road from Thottiyanur road to Gomathi house to Thottiyanur via Munthanaikkanpatty road limit KM 0/-1/76 H/O T.Konagapady | ||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 1,267.2 | Sqm | 6 ₹7,603.2 Lowest |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 2,208.13 | Sqm | 23 ₹50,786.99 Lowest |
| 4.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms. | 316.8 | Cum | 340 ₹1,07,712 Lowest |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. | 993.65 | Cum | 2,800 ₹27,82,220 Lowest |
| 6.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 6,624.38 | sqm | 85 ₹5,63,072.3 Lowest |
| 7.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 6,624.38 | Sqm | 20 ₹1,32,487.6 Lowest |
| 8.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 165.61 | Cum | 11,700 ₹19,37,637 Lowest |
| 9.00 | Provision for Kilo Metre Stone - Nos | 1 | N | 2,150 ₹2,150 Lowest |
| 10.00 | Provision for Hecta Metre Stone - Nos | 7 | N | 570 ₹3,990 Lowest |
Tender Value
₹86.0 L
EMD Value
₹87,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - Tharamangalam Block - Strengthening and Five Year Maintenance of the Road from Thottiyanur road to Gomathi house to Thottiyanur via Munthanaikkanpatty road limit - T.Konagapady Panchayat in NABARD - RIDF- 2026-2027 Package No.25
2026_RDTN_656804_1
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹87,000
DRDA,Salem
29 May 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the road from Thottiyanur road to Gomathi house to Thottiyanur via Munthanaikkanpatty road limit KM 0/-1/76 H/O T.Konagapady | - | - | - | - |
| 2 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 1,267.2 | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 2,208.13 | Sqm | - | - |
| 4 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms. | 316.8 | Cum | - | - |
| 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. | 993.65 | Cum | - | - |
| 6 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 6,624.38 | sqm | - | - |
| 7 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 6,624.38 | Sqm | - | - |
| 8 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 165.61 | Cum | - | - |
| 9 | Provision for Kilo Metre Stone - Nos | 1 | N | - | - |
| 10 | Provision for Hecta Metre Stone - Nos | 7 | N | - | - |
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