Tender Results

Mudhalvarin Grama Salaigal Membattu Thittam Mgsmt 2025-26 Phase- I Package No. Tn05-01 In Oddanchatram Block Of Dindigul District - Name Of The Work : 1. Strengthening Of The Road From Dindigul - Mysore Road To Lakkaiyankottai Km 0/0 - 0/800 (vpr 63)estimate Amount : Rs. 28.67 Lakhs, A. Construction Work 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., Km 0/0 -0/800, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -0/800, Picking The Existing Worn - Out Wbm / Bt Surface Using 5 - 10 Cm Thick Including Allcost Andconveyance Of All Materials And All Labour Charges Etc Complete, Km 0/0 -0/800, 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., Km 0/0 -0/800, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -0/800, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -0/800, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -0/800, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -0/800, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), 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}, Name Of The Work : 2. Strengthening Of The Road From Dindigul - Mysore To Stalin Nagar East End. Km 0/0 - 0/400 (r 635)estimate Amount : Rs. 14.15 Lakhs, A. Construction Work 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., Km 0/0 -0/400, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -0/400, Picking The Existing Worn - Out Wbm / Bt Surface Using 5 - 10 Cm Thick Including Allcost Andconveyance Of All Materials And All Labour Charges Etc Complete, Km 0/0 -0/400, 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., Km 0/0 -0/400, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -0/400, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -0/400, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -0/400, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -0/400, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), 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}, Name Of The Work : 3. Strengthening Of The Road From Salaipudur To Kalanjipatty Road (via) Temple And Burrial Ground. Km 1/4 - 2/020 (r 62)estimate Amount : Rs. 22.49 Lakhs, A. Construction Work 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., Km 0/0 -0/620, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -0/620, Picking The Existing Worn - Out Wbm / Bt Surface Using 5 - 10 Cm Thick Including Allcost Andconveyance Of All Materials And All Labour Charges Etc Complete, Km 0/0 -0/620, 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., Km 0/0 -0/620, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -0/620, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -0/620, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -0/620, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -0/620, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Km Stone, Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), 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}, Name Of The Work : 4. Strengthening Of The Road From Dindigul - Mysore Road To Lakkaiyankottai Km 0/0 - 0/800 (vpr 63)estimate Amount : Rs. 28.67 Lakhs, A. Construction Work 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., Km 0/0 -0/800, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -0/800, Picking The Existing Worn - Out Wbm / Bt Surface Using 5 - 10 Cm Thick Including Allcost Andconveyance Of All Materials And All Labour Charges Etc Complete, Km 0/0 -0/800, 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., Km 0/0 -0/800, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -0/800, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -0/800, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -0/800, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -0/800, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), 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}

Organization: Rural Development And Panchayat Raj Department

Location: Dindigul, Tamil Nadu, India

ITB id: 12842619

AOC Date: 21st Mar, 2025

Amount: ₹9693813.95

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Gf 2024-25 Repair Works To The Cement Concrete Pavement At Nachalur Cross Street Nachalur Nadu Street To Kadai Santh In Nangavaram Town Panchayat, Karur District.

Organization: Directorate of Town Panchayats

Location: Karur, Tamil Nadu, India

ITB id: 12842620

AOC Date: 4th Feb, 2025

Amount: ₹496997.00

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Gf 2024-25 Repair Works To The Cemenet Concrete Pavement At Arisana Street Melnangavaram (melnangavaram Raja House To Alamelu House) And Providing Mini Power Pump With Mini Tank At Near Mayanam In Nangavaram Town Panchayat, Karur District

Organization: Directorate of Town Panchayats

Location: Karur, Tamil Nadu, India

ITB id: 12842621

AOC Date: 4th Feb, 2025

Amount: ₹494755.20

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Mudhalvarin Grama Salaigal Membattu Thittam Mgsmt 2025-26 Phase- I Package No. Tn05-09 In Oddanchatram Block Of Dindigul District - Name Of The Work : 1. Upgradation Of The Road From Sindalaipatty West Street To Natchiyappagoundanvalasu Road Km 0/0 - 1/750 (r 628)estimate Amount : Rs. 57.29 Lakhs, A. Construction Work 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., Km 0/0 - 1/750, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 - 1/750, 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., Km 0/0 - 1/750, 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., Km 0/0 - 1/750, 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.,, Km 0/0 - 1/750, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 - 1/750, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 - 1/750, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Km Stone, Hm Stone, Provision For Information Board, Provision For Sign Board, Provision For Road White Marking, 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}(refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (itb) Of Sbd)

Organization: Rural Development And Panchayat Raj Department

Location: Dindigul, Tamil Nadu, India

ITB id: 12842622

AOC Date: 19th Mar, 2025

Amount: ₹5634119.57

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Gf 2024-25 Repair Works To The Cement Concrete Pavement At Govindanur Arisana Street-3 And Govindanur Arisana Street-4 (govindanur Glr To Mariyamman Kovil) And Repair Works To The Bathing Ghat At Govindanur In Nangavaram Town Panchayat

Organization: Directorate of Town Panchayats

Location: Karur, Tamil Nadu, India

ITB id: 12842623

AOC Date: 4th Feb, 2025

Amount: ₹497696.00

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Mudhalvarin Grama Salaigal Membattu Thittam Mgsmt 2025-26 Phase- I Package No. Tn05-07 In Oddanchatram Block Of Dindigul District

Organization: Rural Development And Panchayat Raj Department

Location: Dindigul, Tamil Nadu, India

ITB id: 12842624

AOC Date: 18th Mar, 2025

Amount: ₹11447138.80

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Constuction Of Anganwadi Building At Bharathipuram In Uthangarai Town Panchayat.

Organization: Directorate of Town Panchayats

Location: Uthangarai, Tamil Nadu, India

ITB id: 12842625

AOC Date: 5th Feb, 2025

Amount: ₹1193707.90

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Hiring Of Vehicle For Aee Rural Coonoor

Organization: TAMIL NADU GENERATION AND DISTRIBUTION CORPORATION LIMITED

Location: Coonoor, Tamil Nadu, India

ITB id: 12842626

AOC Date: 9th Apr, 2025

Amount: ₹420000.00

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Corrigendum : Construction Of Storm Water Drain Of Size 600x750mm Along Muralikrishna Nagar 1st Street, Periyar Nagar Mgr Salai And Palanivel Salai And Construction Of Storm Water Drain Of Size 900x900mm At Palaniappa Nagar Main Road To Arcot Road In Dn149, Z-11

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842627

AOC Date: 6th Jun, 2025

Amount: ₹12243352.34

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Mudhalvarin Grama Salaigal Membattu Thittam Mgsmt 2025-26 Phase- I Package No. Tn05-06- 2 Nos In Oddanchatram Block Of Dindigul District - Name Of The Work : 1. Upgradation Of The Road From K.keeranur - Kallimandayam Road To Perumal Karadu Road. Km 0/0 - 0/870 (r 439)estimate Amount : Rs. 30.37 Lakhs, A. Construction Work 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., Km 0/0 -0/870, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -0/870, 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., Km 0/0 -0/870, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -0/870, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -0/870, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -0/870, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -0/870, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), 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}, Name Of The Work : 2. Strengthening Of The Road From I.vadipatty - Vellianvalasu Road To Kuthiluppai Road. Km 0/0 - 2/300 (r 163)estimate Amount : Rs. 86.37 Lakhs, A. Construction Work 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., Km 0/0 -2/300, Earth Work Excavation From Borrow Pits For Filling In All Classes Of Soil Except Sand And Hard Rock Etc With Initial Lead And Lift For Raising And Widening The Existing Road Sidedrain Etc, Complete.as Per Ss20a, Km 0/0 -2/300, Picking The Existing Worn - Out Wbm / Bt Surface Using 5 - 10 Cm Thick Including Allcost Andconveyance Of All Materials And All Labour Charges Etc Complete, Km 0/0 -2/300, 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., Km 0/0 -2/300, 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.. Including Cost Of Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification., Km 0/0 -2/300, 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 Bituminous Emulsion Which Will Be Supplied Departmentally At Section Stores And Cost Of Which Will Be Recovered At The Rates As Per Special Conditions Appended Herewith Including Conveyance Of Bituminous Emulsion To Actual Work Spot Handling Charges Including Labour Charges For Brushing, Cleaning And Preparing The Surface For Laying The Tack Coat And Labour And Machinery Charges For Applying The Required Quantity Of Bituminous Emulsion Including Hire, Fuel And Running Charges For All Tools And Plants Employed For The Work Including All Other Incidental Charges Such As Barricading And Providing Danger Lights, Flags Etc., Complete As Per Standard Specification.., Km 0/0 -2/300, Bituminous Concrete 25 Mm Thick Using Cmp (grade-ii) Providing And Laying Bituminious Concrete To 25mm 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, Km 0/0 -2/300, Providing And Laying Gravel Soling To Compacted Thick Including Cost & 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 Power Roller , Water Sprinkler And All Other Incidental Charges Such As Traffic Barricading And Providing Danger Lights Etc, Complete., Km 0/0 -2/300, Provision For Km Stone, Hm Stone,guardstone,name Board, Logo Board And Cautionary Sign Boards Etc., Km Stone, Hm Stone, Provision For Information Board, Provision For Sign Board, Provisions For Road White Marking (rs.890/sq.m), Wearing Coat For The Existing Blc At Ch.54m, Ch.235m, Ch.510m, Ch.593 & Ch.666m, Construction Of Un-reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M30 (grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-days,using Curing Compound (where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501, 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}

Organization: Rural Development And Panchayat Raj Department

Location: Dindigul, Tamil Nadu, India

ITB id: 12842628

AOC Date: 21st Mar, 2025

Amount: ₹11469043.61

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15th Finance Commission Health Grant 2024-25-construction Of Additional Hospital Building At Government Hospital In Chinnamanur Municipality, Theni District

Organization: MUNICIPAL CORPORATION

Location: Theni, Tamil Nadu, India

ITB id: 12842629

AOC Date: 17th Feb, 2025

Amount: ₹28790762.90

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Repairs To Paver Block Road With Drain At Ward No.05 Town Panchayat Road Iii Rd Cross Street Karpura Kannan House To Kamalakannan House In Uthangarai Town Panchayat

Organization: Directorate of Town Panchayats

Location: Uthangarai, Tamil Nadu, India

ITB id: 12842630

AOC Date: 5th Feb, 2025

Amount: ₹735303.65

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Corrigendum : Construction Of Storm Water Drain Of Size 600x750mm Along Ramakrishna Nagar 1st Street And Construction Of Storm Water Drain Of Size 900x900mm Along Lakshmi Nagar 3rd Cross Street, Lakshmi Nagar 1st Main Road In Dn 151 Zone 11

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842631

AOC Date: 6th Jun, 2025

Amount: ₹14457350.57

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Repairs To Paver Block Road With Drain At Ward No.5 Msm Thottam Dddc Bank To Rlr House And Mahaboobkhan House To Kamala House In Uthangarai Town Panchayat

Organization: Directorate of Town Panchayats

Location: Uthangarai, Tamil Nadu, India

ITB id: 12842632

AOC Date: 5th Feb, 2025

Amount: ₹1250484.50

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Corrigendum : Z.o.iv.c.no.b3/9817/2024-2 Providing Hydraulic Excavator For The Regulation Of Garbage In Kodungaiyur Dumping Ground In Div - 37, Unit - 09, Zone Iv

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842633

AOC Date: 30th Jan, 2025

Amount: ₹1201334.40

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Corrigendum : Z.o.iv.c.no.b3/9817/2024-3 Providing Hydraulic Excavator For The Regulation Of Garbage In Kodungaiyur Dumping Ground In Div - 37, Unit - 09, Zone Iv

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842634

AOC Date: 30th Jan, 2025

Amount: ₹1260806.40

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1 No. Of Ultrapure Water System

Organization: HIGHER EDUCATION

Location: Coimbatore, Tamil Nadu, India

ITB id: 12842635

AOC Date: 19th Mar, 2025

Amount: ₹490000.00

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Corrigendum : Z.o.iv.c.no.b3/9817/2024-5 Providing Hydraulic Excavator For The Regulation Of Garbage In Kodungaiyur Dumping Ground In Div - 37, Unit - 09, Zone Iv

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842636

AOC Date: 31st Jan, 2025

Amount: ₹1248912.00

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Corrigendum : Supply Of Furniture Items - Purchase Of Working Tables, Laboratory Modular Wall Table G Shape Module, Wall Storage Cupboard

Organization: HIGHER EDUCATION

Location: Coimbatore, Tamil Nadu, India

ITB id: 12842637

AOC Date: 28th Mar, 2025

Amount: ₹123900.00

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Corrigendum : Z.o.iv.c.no.b3/9817/2024 Providing Hydraulic Excavator For The Regulation Of Garbage In Kodungaiyur Dumping Ground In Div - 37, Unit - 09, Zone Iv

Organization: CORPORATION OF CHENNAI

Location: Chennai, Tamil Nadu, India

ITB id: 12842638

AOC Date: 30th Jan, 2025

Amount: ₹1201334.40

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