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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC CHENGALPATTU TAMIL NADU | CHENGALPATTU | TAMIL NADU | 600043 | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹2.3 L (0.98%)Rejected-Finance 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | ₹2.4 Cr+₹2.3 L (0.98%) | L2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | mani and co L2 | S SABANAYAGAM AND CO L1 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Sirukattur to KanjanKollai Road Km0/0-6/0 (R-349)at Kattumannarkoil 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 | 6,816 | Sqm | 6 ₹40,896 Lowest | 6 ₹40,896 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 | 3,067.2 | cum | 141 ₹4,32,475.2 | 140 ₹4,29,408 Lowest |
| 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 | 281.25 | cum | 770 ₹2,16,562.5 | 762 ₹2,14,312.5 Lowest |
| 5.00 | KM-1/0-2/0 | 281.25 | cum | 780 ₹2,19,375 | 772 ₹2,17,125 Lowest |
| 6.00 | KM-2/0-3/0 | 281.25 | cum | 791 ₹2,22,468.75 | 783 ₹2,20,218.75 Lowest |
| 7.00 | KM-3/0-4/0 | 281.25 | cum | 800 ₹2,25,000 | 792 ₹2,22,750 Lowest |
| 8.00 | KM-4/0-5/0 | 281.25 | cum | 809 ₹2,27,531.25 | 801 ₹2,25,281.25 Lowest |
| 9.00 | KM-5/0-6/0 | 191.25 | cum | 819 ₹1,56,633.75 | 811 ₹1,55,103.75 Lowest |
| 10.00 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-1/0 | 0.46 | cum | 5,502 ₹2,530.92 | 5,448 ₹2,506.08 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
22 Dec 2025, 3:00 pmClosed
Additional Collector(D)
DRDA, Cuddalore
Strengthening of Sirukattur to Kanjankollai road Km 5.68 at Kattumannarkoil Block
2025_RDTN_631977_11
A10/6527/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
As per tender
3 documents required · 3 mandatory
₹0
₹2.4 L
Yes
DRDA, Cuddalore
8 Apr 2026
17 Dec 2025
22 Dec 2025
17 Dec 2025
22 Dec 2025
17 Dec 2025
19 Dec 2025
Strengthening the road from Sirukattur to KanjanKollai Road Km0/0-6/0 (R-349)at Kattumannarkoil 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
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-1/0
Providing and laying TACK COAT over the BT surface using 3.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying TACK COAT over the BM surface using 2.5 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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.
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 13.20-11.20mm. 0.17cum of 6.7-2.36 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 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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