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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC NO 1108 2A SEVUKAMPATTI VILLAGE MADURAI MAIN ROAD DINDIGUL 624211 | DINDIGUL | TAMIL NADU | 624211 | ₹1.3 Cr | L1 | Accepted-AOC work order |
| 2 | L2₹1.4 Cr+₹4.2 L (3.10%)Rejected-Finance NULL | ₹1.4 Cr+₹4.2 L (3.10%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | A RAMALINGAM L2 | S S CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Name of the work : 1. Improvements to the road from Appavupillaipatti to Avayampatty via K. PuthurRoadin Kodanginaiyakkanpatty Panchayat Km 0/0 - 3/615 ( R.Code 70 ) Estimate Amounts : Rs 144.56Lakhs | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 2,581.32 | Sqm | 6.48 ₹16,726.95 | 6.3 ₹16,262.32 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 of water as per 20A | 2,950.09 | cum | 144 ₹4,24,812.96 | 140.4 ₹4,14,192.64 Lowest |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 4,518.75 | Sqm | 23.5 ₹1,06,190.63 | 23.3 ₹1,05,286.88 Lowest |
| 5.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 1,037.11 | cum | 351 ₹3,64,025.61 | 341 ₹3,53,654.51 Lowest |
| 6.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | |||||
| 7.00 | KM 0/0 - 3/615 | 1,681.42 | cum | 2,565 ₹43,12,842.3 | 2,491.72 ₹41,89,627.84 Lowest |
| 8.00 | 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. | 13,451.24 | Sqm | 91 ₹12,24,062.84 | 87.2 ₹11,72,948.13 Lowest |
| 9.00 | 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., | 13,608.75 | Sqm | 21 ₹2,85,783.75 | 20.2 ₹2,74,896.75 Lowest |
| 10.00BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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-5BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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 | |||||
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
24 Feb 2026, 3:00 pmClosed
The Project Director,DRDA,Dindigul
The Project Director,DRDA,Dindigul
Strenghening of the road from Appavupillaipatti to Avayampatty via K Puthur Road Nilakottai Block MGSMT ADDL 2025-2026 TN05-01
2026_RDTN_658249_1
DIPR-1084-Tender 2026
Open Tender
Civil Works
Item Wise
180 days
DRDA
Strenghening of the road from Appavupillaipatti to Avayampatty via K Puthur Road Nilakottai Block MGSMT ADDL 2025-2026 TN05-01
3 documents required · 3 mandatory
₹0
₹1.4 L
DRDA,Dindigul
18 Mar 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
20 Feb 2026
Name of the work : 1. Improvements to the road from Appavupillaipatti to Avayampatty via K. PuthurRoadin Kodanginaiyakkanpatty Panchayat Km 0/0 - 3/615 ( R.Code 70 ) Estimate Amounts : Rs 144.56Lakhs
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
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 of water as per 20A
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
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.,
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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-5BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) 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
Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,
Supply of HM stone of size 1.65m x 0.45 x 0.15m including all charges etc.,
Provision for 60 cm Equilateral triangle cautionary Sign 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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