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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.2 LAccepted-AOC NO 46 IIND FLOOR EASWARAN KOIL STREET SATHUVACHERY VELLORE 632 009 | VELLORE | TAMIL NADU | 632009 | ₹85.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹86.1 L+₹83,726 (0.98%)Rejected-Finance | ₹86.1 L+₹83,726 (0.98%) | L2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | PARAMASIVAM RAYA PILLAI L1 | Thiru.M.Prabaharan L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Sirumangalam Erikarai road Km 0/0 – 1/500 at Nallur Block | |||||
| 2.00 | Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth | 2,160 | Sqm | 6 ₹12,960 Lowest | 6 ₹12,960 Lowest |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out | 3,000 | cum | 140 ₹4,20,000 Lowest | 141 ₹4,23,000 |
| 4.00 | Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Km 0/0-1/0 | 300 | cum | 886 ₹2,65,800 Lowest | 895 ₹2,68,500 |
| 5.00 | Km 1/0-1/500 | 150 | cum | 886 ₹1,32,900 Lowest | 895 ₹1,34,250 |
| 6.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity | 742.5 | cum | 2,786 ₹20,68,605 Lowest | 2,814 ₹20,89,395 |
| 7.00 | 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. | 675 | cum | 2,898 ₹19,56,150 Lowest | 2,927 ₹19,75,725 |
| 8.00 | 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. | 4,500 | Sqm | 85 ₹3,82,500 Lowest | 86 ₹3,87,000 |
| 9.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 4,500 | Sqm | 20 ₹90,000 Lowest | 20 ₹90,000 Lowest |
| 10.00 | BITUMINOUS CONCRETE 25, 30/40 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 | 112.5 | cum | 11,635 ₹13,08,937.5 Lowest | 11,751 ₹13,21,987.5 |
Tender Value
₹86.3 L
EMD Value
₹87,000
Closing Date
22 Dec 2025, 3:00 pmClosed
Additional Collector
Drda,Cuddalore
Strengthening of Sirumangalam Erikarai road at Nallur Block
2025_RDTN_631977_5
A10/6527/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Cuddalore
As per tender
3 documents required · 3 mandatory
₹0
₹87,000
Drda,Cuddalore
8 Apr 2026
13 Dec 2025
22 Dec 2025
15 Dec 2025
22 Dec 2025
16 Dec 2025
18 Dec 2025
Strengthening of Sirumangalam Erikarai road Km 0/0 – 1/500 at Nallur Block
Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out
Providing US Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc Km 0/0-1/0
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity
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 WMM 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 25, 30/40 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
Provision for , Hm stone,
Provision for , Km stone,
Provision for 60cm Equilateral Triangle Cautionary Sign Board
Provision for stud
Provision for White marking
Provision for Name board
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
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