TNRRIS 2021-22 - Package No. 43 - Strengthening of the 5 road from Thiruvarankulam Block in Pudukkottai District

Amount

Strengthening to the Road from Pathampatti AD Colony Road Km 0/0-1/0 in Pathampatti Panchayat

Earth work excavation and depositing on bank with initial lead of 10 metre & initial of 2 metre in hard stiff clay, stiff black cotton, hard red eart, shales, murrum, gravel,Stoney earth and earth mixed with small size boulderrs SS 20A

PICKING old Wornout BT Surface upto. 10cm thick as directed by the deparmtnetal officers

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 bituminous emulsion RS-1 per 10 Sqm.for preparatory to another Bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

PREMIX CARPET WITH SEAT COAT TYPE 'A' using paver machine with plastic waste.Providing and laying premix carpet with seal coat Type A to 20mm thick using 0.18cum of 13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 23.232kgs of VG 30 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 20-30T capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 20mm with machanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc.,

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Construction for Construction of RCC 1.50 m Span Culvert at Ch 140 m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Belove Sill Level

Above Sill Level

C.C. 1:2:4 mix using 20mm ISS HBG Metal Including all Cost and conveyance and all labour charges and all other incidental charges

Supplying And Fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges

C.C. 1:1.5:3 mix using 20mm ISS HBG Metal Including all Cost and conveyance and all labour charges and all other incidental charges

Provision for HM Stones (size 0.75 x 0.23 x0.10m)

Provision for KM Stones (size 1.65 x 0.45 x0.15m)

Provision for Sign Board for Information

Provision for Lettering the Name Board for Information

Strengthening to the Road from Therkkupatti Pillaiyar Koil road Km 0/0 - 1/0 in Pallathividuthi Panchayat

Clearing and grubbing road land incuding uprooting wild Vegetation,grass,bushes,scrubs,saplings and trees of grith upto 300mm, disposal of top organic soil not exceeding 150mm thickness sa per technical specification clause 201

Earth work excavation and depositing on bank with initial lead of 10 metre & initial of 2 metre in hard stiff clay, stiff black cotton, hard red eart, shales, murrum, gravel,Stoney earth and earth mixed with small size boulderrs SS 20A

Picking old Wornout BT Surface upto. 10cm thick as directed by the deparmtnetal officers

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 bituminous emulsion RS-1 per 10 Sqm.for preparatory to another Bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

PREMIX CARPET WITH SEAT COAT TYPE 'A' using paver machine with plastic waste.Providing and laying premix carpet with seal coat Type A to 20mm thick using 0.18cum of 13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 23.232kgs 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 20-30T capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 20mm with machanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc.,

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Construction for NP3 Pipe Culvert at CH 655m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Provision for HM Stones (size 0.75 x 0.23 x0.10m)

Provision for KM Stones (size 1.65 x 0.45 x0.15m)

Provision for Lettering the Name Board for Information

Strengthening to the Road from Pattukkottai Aranthangi Road to Panankulam Kalapudaiyar Kovil Road Km 0/0 -1/050 in Panankulam Panchayat

Clearing and grubbing road land incuding uprooting wild Vegetation,grass,bushes,scrubs,saplings and trees of grith upto 300mm, disposal of top organic soil not exceeding 150mm thickness sa per technical specification clause 201

Earth work excavation and depositing on bank with initial lead of 10 metre & initial of 2 metre in hard stiff clay, stiff black cotton, hard red eart, shales, murrum, gravel,Stoney earth and earth mixed with small size boulderrs SS 20A

PICKING old Wornout BT Surface upto. 10cm thick as directed by the deparmtnetal officers

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 index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

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 bituminous emulsion RS-1 per 10 Sqm.for preparatory to another Bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

PREMIX CARPET WITH SEAT COAT TYPE 'A' using paver machine with plastic waste.Providing and laying premix carpet with seal coat Type A to 20mm thick using 0.18cum of 13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 23.232kgs 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 20-30T capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 20mm with machanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc.,

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Construction for NP3 Pipe Culvert at CH 630 m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Construction for NP3 Pipe Culvert at CH 720 m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Provision for HM Stones (size 0.75 x 0.23 x0.10m)

Provision for KM Stones (size 1.65 x 0.45 x0.15m)

Provision for Lettering the Name Board for Information

Strengthening to the Road from Manipallam - Venkitakulam Road to Manganampatti Village road Km 0/0 - 1/460 in Kayampatti Panchayat

Earth work excavation and depositing on bank with initial lead of 10 metre & initial of 2 metre in hard stiff clay, stiff black cotton, hard red eart, shales, murrum, gravel,Stoney earth and earth mixed with small size boulderrs SS 20A

PICKING old Wornout BT Surface upto. 10cm thick as directed by the deparmtnetal officers

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 bituminous emulsion RS-1 per 10 Sqm.for preparatory to another Bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

PREMIX CARPET WITH SEAT COAT TYPE 'A' using paver machine with plastic waste.Providing and laying premix carpet with seal coat Type A to 20mm thick using 0.18cum of 13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 23.232kgs 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 20-30T capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 20mm with machanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc.,

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Construction for NP3 Pipe Culvert at CH 7m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Construction for NP3 Pipe Culvert at CH 630m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Construction for NP3 Pipe Culvert at CH 768m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Construction for Construction of RCC 1.50 m Span Culvert at Ch 945 m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Belove Sill Level

Above Sill Level

C.C. 1:2:4 mix using 20mm ISS HBG Metal Including all Cost and conveyance and all labour charges and all other incidental charges

Supplying And Fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges

C.C. 1:1.5:3 mix using 20mm ISS HBG Metal Including all Cost and conveyance and all labour charges and all other incidental charges

Construction for NP3 Pipe Culvert at CH 1450 m

Earth work excavation and Depositing on sides with initial lead and lift in hard graually soil as per SS 20b for Foundation

Filling With Good River Sand including cost and Conveyance of All charges and etc completed

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Cement Concrete 1 : 3 : 6 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

Cost, supply and Laying of RCC Pipe 900mm dia (NP3)

Supplying and filling course gravel including cost and conveyance of gravel at site and all labour chargges for filling ect.,, Complete

Provision for HM Stones (size 0.75 x 0.23 x0.10m)

Provision for KM Stones (size 1.65 x 0.45 x0.15m)

Provision for Lettering the Name Board for Information

Strengthening to the Road from Paramanpatti school road Km 0/0-1/026 in Vadagadu Panchayat

Earth work excavation and depositing on bank with initial lead of 10 metre & initial of 2 metre in hard stiff clay, stiff black cotton, hard red eart, shales, murrum, gravel,Stoney earth and earth mixed with small size boulderrs SS 20A

PICKING old Wornout BT Surface upto. 10cm thick as directed by the deparmtnetal officers

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 bituminous emulsion RS-1 per 10 Sqm.for preparatory to another Bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

PREMIX CARPET WITH SEAT COAT TYPE 'A' using paver machine with plastic waste.Providing and laying premix carpet with seal coat Type A to 20mm thick using 0.18cum of 13.20mm,0.09cum of 11.20mm and 0.09cum of 6.70mm with 23.232kgs 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 20-30T capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 20mm with machanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc.,

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms

Provision for Repairs to Hardbed at Ch 570 m

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc,, completed

C.C. 1:2:4 mix using 20mm ISS HBG Metal Including all Cost and conveyance and all labour charges and all other incidental charges

Provision for HM Stones (size 0.75 x 0.23 x0.10m)

Provision for KM Stones (size 1.65 x 0.45 x0.15m)

Provision for Lettering the Name Board for Information

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}

SV PERUMAL

Bidder Name

SV PERUMAL

MANIKANDIAR MOORTHY