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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.9 LAccepted-Finance SALEM TAMIL NADU | ₹91.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹96.4 LAccepted-Finance 1 77 CHINNANADUPATTI SIKKANNAMPATTY OMALUR SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹96.4 L | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical 1 82 ANNA NAGAR 5TH STREET DHARMAPURI MAIN ROAD KOTTAMETTUPATTI VILLAGE OMALUR 636455 | OMALUR | SALEM | TAMIL NADU | 636455 | - | - | Rejected-Technical Original affidavit and Necessary documents not submitted. Hence rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Original affidavit not submitted. Hence rejected |
| 5 | Rejected-Technical 75 PACHAGOUNDANUR SELAVADI SALEM 636501 | SALEM | SALEM | TAMIL NADU | 636501 | - | - | Rejected-Technical Necessary documents not submitted. Hence rejected |
| Sl No | Description | Qty | Unit | M Vellaiyan and Co L2 | D KAMARAJ L1 |
|---|---|---|---|---|---|
| 1.00STRENGTHINING THE ROAD FROM OMALUR-SANKARI ROAD TO VEDAPATTI ROAD (VIA) PERIYAKADAMPATTI KM 0/0-1/970 H/O SIKKAMPATTY | |||||
| 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. | 1,063.8 | Sqm | 6.6 ₹7,021.08 | 6.35 ₹6,755.13 |
| 3.00 | 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. | 265.95 | Cum | 358 ₹95,210.10 | 341 ₹90,688.95 |
| 4.00 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 7,387.5 | sqm | 35 ₹2.6 L | 33.3 ₹2.5 L |
| 5.00 | 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., | 7,387.5 | Sqm | 20 ₹1.5 L | 19.35 ₹1.4 L |
| 6.00 | Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste
Providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 clause 507 of MORTH. | 369.38 | Cum | 9,556 ₹35.3 L | 9,101.7 ₹33.6 L |
| 7.00 | 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 50.30kgs of VG30 bitumen 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 | 184.69 | Cum | 12,032 ₹22.2 L | 11,459 ₹21.2 L |
| 9.00SUB ESTIMATE RETAINING WALL | |||||
| 10.00 | Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B. | 84.11 | Cum | 276 ₹23,214.36 | 263 ₹22,120.93 |
| 11.00 | 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 10 cum. | 18.02 | Cum | 5,814 ₹1.0 L | 5,537.2 ₹99,780.34 |
Tender Value
₹98.3 L
EMD Value
₹99,000
Closing Date
6 Feb 2026, 3:00 pmClosed
Joint Director / Project Director
DRDA, Salem
Salem District - Omalur Block - Strengthening the road from Omalur - Sankari Road to Vedapatti Road (Via) Periyakadampatti H/o Sikkampatty Panchayat MGSMT Savings Fund -2025-26 Package No.05 (Re - Tender)
2026_RDTN_649389_6
Roc.No.7056/2025/A3
Open Tender
Civil Works - Roads
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹99,000
DRDA, Salem
10 Mar 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
2 Feb 2026
STRENGTHINING THE ROAD FROM OMALUR-SANKARI ROAD TO VEDAPATTI ROAD (VIA) PERIYAKADAMPATTI KM 0/0-1/970 H/O SIKKAMPATTY
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.
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.
Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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.,
Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste Providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 clause 507 of MORTH.
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 50.30kgs of VG30 bitumen 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
SUB ESTIMATE RETAINING WALL
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
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 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..
Cement concrete 1:3:6 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 10 cum.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
provision for Wheepholes 100mm dia PVC Pipe
Provision for Kilo Metre Stone - Nos
Provision for Hecta Metre Stone - Nos
Provision for Cautionary Sign board charges (60cm equilateral triangle)
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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