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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.7 LAccepted-Finance | ₹71.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹85.3 LRejected-Finance | ₹85.3 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.Kuthalingam L1 | MR.K.SANTHOSHRAJA, CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Strengthening & Black Topping to the Sambankulam - Kadanadam road 0/0-1/920 in Dharmapuramadam Panchayat in Kadayam Panchayat Union, Tenkasi District.(R-134) | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 1,036.8 | Sqm | 6.25 ₹6,480 | 10 ₹10,368 |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 2,408.33 | Sqm | 23.25 ₹55,993.67 | 30 ₹72,249.90 |
| 4.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 345.6 | Cum | 140 ₹48,384 | 175 ₹60,480 |
| 5.00collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | |||||
| 6.00 | 0/0-1/0 | 225 | Cum | 147 ₹33,075 | 200 ₹45,000 |
| 7.00 | 1/0-1/2 | 207 | Cum | 147 ₹30,429 | 200 ₹41,400 |
| 8.00 | 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. | 722.51 | Cum | 2,665 ₹19.3 L | 3,500 ₹25.3 L |
| 9.00 | 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. | 7,225 | Sqm | 87 ₹6.3 L | 125 ₹9.0 L |
| 10.00 | 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., | 7,225 | Sqm | 20.4 ₹1.5 L | 25 ₹1.8 L |
Tender Value
₹74.7 L
EMD Value
₹75,000
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of Sambankulam-Kadana dam road 0/0 - 1/920 in Kadayam panchayat union in Tenkasi District under NABARD RIDF 2026-27 Pack No.06
2026_RDTN_657494_17
DIPR/988/Tender/2026 NABARD RIDF TSI
Open Tender
Civil Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹75,000
DRDA,Tenkasi
1 Jun 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
18 Feb 2026
Strengthening & Black Topping to the Sambankulam - Kadanadam road 0/0-1/920 in Dharmapuramadam Panchayat in Kadayam Panchayat Union, Tenkasi District.(R-134)
Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).
Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications.
Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
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.
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.
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.,
BC 25/30/40mm Thick (GradeII) 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
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
Provision for Kilometre stone of size 1.65mx0.45mx0.15m
Maintenance Towards the charges for routline maintenance of the road work executed under Nabard including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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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