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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC R S MAIN ROAD MANALI POST THIRUTHURAIPOONDI TALUK TIRUVARUR DISTRICT 610210 | 610210 | ₹22.3 L | L1 | Accepted-AOC Lowest Tender Rate Quoated |
| 2 | L2₹22.3 LRejected-Finance | ₹22.3 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M GURUSAMY | A.SIVAKUMAR |
|---|---|---|---|---|---|
| 1.00Strengthening of Road | |||||
| 1.01 | Picking Damaged Existing BT and Metal Surface 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. complete. | 682.5 | Sqm | 15,970.5 ₹18,845.19 | 15,936.38 ₹18,804.93 |
| 1.02 | 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. | 73.71 | Cum | 40,260.4 ₹47,507.27 | 40,245.66 ₹47,489.88 |
| 1.03 | 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. | 335.01 | Cum | 7,99,099.35 ₹9.4 L | 7,99,082.6 ₹9.4 L |
| 1.04 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,071.88 | Sqm | 1,75,695.42 ₹2.1 L | 1,75,488.24 ₹2.1 L |
| 1.05 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,071.88 | Sqm | 69,615.17 ₹82,145.90 | 69,407.98 ₹81,901.42 |
| 1.06 | BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 [Plastic] | 62.16 | Cum | 6,75,679.2 ₹8.0 L | 6,75,669.88 ₹8.0 L |
| 1.07 | Provision Road Markings with Hot applied Thermoplastic compound with reflectorising glass beeds on bituminous surface etc. complete. | 109.2 | Sqm | 97,242.6 ₹1.1 L | 97,188 ₹1.1 L |
| 1.08 | Providing and fixing reflective road studs of "category B" raised pavement markers made out of poly carbonae/ABS moulded body and reflective panels(bi-covex reflectors)with micro prismatic lens capable of providing total internal reflection of the lifht entering the lens face with retro - reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also fonfirm to the MORTH circular NI. RW/NH. 33023/10/97-DO.III dt 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90mm and base of markder shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280. Lenses shall be moulded of Poly carbonate or methyl methecrylate fonforming to ASTM D788. The area of each retro - refloctory surface shall not be less than 13.0 sq. cm.. The slope or retro - refloctory surface shall be 35 + 5 degree to base. Each 4reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage. | 34 | No. | 12,804.4 ₹15,109.19 | 12,801 ₹15,105.18 |
| 1.09 | Provision for HM Stone etc. complete | 2 | No. | 1,561 ₹1,841.98 | 1,560 ₹1,840.80 |
Tender Value
₹22.5 L
EMD Value
₹22,530
Closing Date
18 Dec 2025, 3:00 pmClosed
BDO
bdo oFFICE
Strengthening of the Road in on the way to General Burial Ground From Pillaiar Koil to IWSC at Mettamalai village and Panchayat
2025_RDTN_629714_1
P7/1492/2025
Open Tender
Civil Works
Sattur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹22,530
Yes
26 Dec 2025
8 Dec 2025
18 Dec 2025
8 Dec 2025
18 Dec 2025
8 Dec 2025
Strengthening of Road
Picking Damaged Existing BT and Metal Surface 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. 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.
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.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 [Plastic]
Provision Road Markings with Hot applied Thermoplastic compound with reflectorising glass beeds on bituminous surface etc. complete.
Providing and fixing reflective road studs of "category B" raised pavement markers made out of poly carbonae/ABS moulded body and reflective panels(bi-covex reflectors)with micro prismatic lens capable of providing total internal reflection of the lifht entering the lens face with retro - reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also fonfirm to the MORTH circular NI. RW/NH. 33023/10/97-DO.III dt 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90mm and base of markder shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280. Lenses shall be moulded of Poly carbonate or methyl methecrylate fonforming to ASTM D788. The area of each retro - refloctory surface shall not be less than 13.0 sq. cm.. The slope or retro - refloctory surface shall be 35 + 5 degree to base. Each 4reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.
Provision for HM Stone etc. complete
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