TNRRIS - 2021-2022 - CGF 20 - PACK 5 - THIRUMAYAM BLOCK - Pudukkottai District

Amount

1. Strengthening of the road from Aranginampatti road KM 0/0-1/0 in Aranginampatti Panchayat

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.

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 metalled/BT Surface upto. 10cm thick as directed by the deparmental 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 Construction of RCC 1.5 m Span Culvert at Ch 900 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

Cement Concrete 1 : 2 : 4 mix using 40mm HBG metal including cost and Conveyance of all materials to site including all labour charges for filling etc complete

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 of Construction for NP3 Pipe Culvert at CH 300m

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 Sign board for Information

Provision for Lettering the Name Board for Information

2. Strengthening of the road from Valacheripatti road Km 0/0-1/250 in Rangiyam Panchayat

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.

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 metalled/BT Surface upto. 10cm thick as directed by the deparmental 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 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

3. Strengthening of the road from Vengalur Rettaipalam road KM 0/0-1/430 in Vengalur Panchayat

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.

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 metalled/BT Surface upto. 10cm thick as directed by the deparmental 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 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

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}

KRN AND CO

Bidder Name

R.GANESAN