Strengthening of 4 Roads at Keelaiyur Block- Package No-06

Amount

01. Strengthenning of Vilunthamavadi Thenpathy Veeran koil to Kadarkarai salai Km 0/0-2/250 at Keelaiyur Block

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

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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm 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

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 Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Kilometer Stones Size 1.65m x 0.45m x 0.15m

Provision for Sign Board

Provision for Name board

Construction Pipe Culvert of Vilunthamavadi Thenpathy Veeran koil to Kadarkarai salai @ Km 0/945

Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.

Culvert @ Ch.945

Sand filling in foundation good river sand including cost and conveyance from approved sources to worksite and stacking the same to departmental matric gauge for taking premeasurement laying layrs of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidential charges etc., complete as per standard specification for C.D Woks.

Culvert @ Ch.945

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.945

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. BELOW Basement

Culvert @ Ch.945

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. ABOVE Basement

Culvert @ Ch.945

Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.

Culvert @ Ch.945

Provision of 0.900M Hume Pipe NP3

Culvert @ Ch.945

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Culvert @ Ch.945

02. Strengthenning of Melapudhupalli Nehru road Km 0/0-0/463 at Keelaiyur Block

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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm 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

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 Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

03. Strengthenning of Sivan Kovil Theru - Melakadu School Link Road Km 0/0-0/830 at Keelaiyur Block

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

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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm 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

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 Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

Construction Pipe Culvert of Sivan Kovil Theru - Melakadu School Link Road @ Km 0/007

Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.

Culvert @ Ch.007

Sand filling in foundation good river sand including cost and conveyance from approved sources to worksite and stacking the same to departmental matric gauge for taking premeasurement laying layrs of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidential charges etc., complete as per standard specification for C.D Woks.

Culvert @ Ch.007

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.007

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. BELOW Basement

Culvert @ Ch.007

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. ABOVE Basement

Culvert @ Ch.007

Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.

Culvert @ Ch.007

Provision of 0.900M Hume Pipe NP3

Culvert @ Ch.007

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Culvert @ Ch.007

Construction Retaining Wall of Sivan Kovil Theru - Melakadu School Link Road @ Km 0/543 - 0/558

Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.

Culvert @ Ch.0/543 - 0/558

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.0/543 - 0/558

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.0/543 - 0/558

Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.

Culvert @ Ch.0/543 - 0/558

Providing weepholes in palin cement concrete abubment wing wall return wall with 100 mm dia AC pipe extending through the full width of structure with slope

Culvert @ Ch.0/543 - 0/558

04. Strengthenning of Ettukudi-Kulavanji road Km 0/0-0/910 at Keelaiyur Block

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

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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II)-Providing and laying Bituminious concrete to 40mm 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

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 Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name 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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

BBA ASSOCIATES (BID ID -1081490)