Strengthening of 3 Roads and Renewl BT of 1 Road at Nagapattinam Block

Amount

01. Stregthening of Sikkal North Street Road KM 0/0-0/410 at Nagapattinam Block

Picking the existing damaged bt surface including all labour cost etc complete

Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.20mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for top layer.

Providing and laying tack coat over the WMM surface using 2.5 Kg of bituminous emulsion RS-1 for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc.,

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.

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

Providing and laying gravel to 100 mm thick Including cost & conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400 (Side berms)

Provision for painting the centre and edge line with Thermo elastic paint including all labour charges etc complete

Provision for HM Stones

Provision for Name board Charges

Provision for Sign board Charges

1 st year Maintenance

II nd year Manitenence

III rd Year Maintenance

IV th Year Maintenance

Vth year Maintenance

02. Stregthening of Akkarapattai Nadu street Road KM 0/0-0/720 at Nagapatinam Block

Picking the existing damaged bt surface including all labour cost etc complete

Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for bottom layer.

Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.20mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for top layer.

Providing and laying tack coat over the WMM surface using 2.5 Kg of bituminous emulsion RS-1 for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc.,

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.

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

Providing and laying gravel to 100 mm thick Including cost & conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400 (Side berms)

Provision for painting the centre and edge line with Thermo elastic paint including all labour charges etc complete

Provision for HM Stones

Provision for Name board Charges

Provision for Signboard

1 st year Maintenance

II nd year Manitenence

III rd Year Maintenance

IV th Year Maintenance

Vth year Maintenance

03. Stregthening of Palaiyur Iyyanarkoil to ECR Road KM 0/0-0/990 at Nagapattinam Block

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Picking the existing damaged bt surface including all labour cost etc complete

Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.20mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for top layer.

Providing and laying tack coat over the WMM surface using 2.5 Kg of bituminous emulsion RS-1 for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc.,

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.

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

Providing and laying gravel to 100 mm thick Including cost & conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400 (Side berms)

Provision for painting the centre and edge line with Thermo elastic paint including all labour charges etc complete

Provision for HM Stones

Provision for Name board Charges

Provision for Sign board Charges

Provision of rumble stribs covered with premix bituminous carpet, 15-20mm high at centre. 250mm wide placed at 1m centre to centre at approved locations to control speed marked with white strips of road marking paint

1 st year Maintenance

II nd year Manitenence

III rd Year Maintenance

IV th Year Maintenance

Vth year Maintenance

04. Black Topping to Themangalam Kothamangalam Road KM 0/0- 1/720 Nagapattinam block

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for bottom layer.

Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.20mm IRC metal and 0.24 cum of Gravel blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurring rolling and consolidation by power roller and finishing has per MORD 405 including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefore and all other incidental charges etc., complete for top layer.

Providing and laying tack coat over the WMM surface using 2.5 Kg of bituminous emulsion RS-1 for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc.,

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.

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

Providing and laying gravel to 100 mm thick Including cost & conveyance of gravel from approved sources to work site and stacking on road side to departmental metric gauge for pre measurements as directed including labour for spreading and compacting etc., complete as per MORD specifications No. 400 (Side berms)

Provision for painting the centre and edge line with Thermo elastic paint including all labour charges etc complete

Provision for HM Stones

Provision for KM Stones

Provision for Name board Charges

Provision for Sign board Charges

Construction of Slab Culvert at CH-0/351

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill

Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works

Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works

Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works

Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering

Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering

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

1 st year Maintenance

II nd year Manitenence

III rd Year Maintenance

IV th Year Maintenance

Vth year Maintenance

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)

UDHAYAM CONSTRUCTIONS