Dharmapuri District - Upgradation / Strengthening of the road 2 Nos. in Package No. TN04-41 MGSMT / 2022-2023 Harur Block P41

Amount

Strengthening of the road from MG Road to Mottur Gopinathampatti Road Km.0/0-0/990 (Plastic Waste)

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 in all etc complete

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 up existing BT surface upto 5 to 10 cm of old metalled surface. cambering, sectioning of carriage way etc., complete

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 side berms

Providing and laying spreading and compacting graded stone aggregate to Wet Mix acadam(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 if prime coat uning Emulsion at the rate of 7 Kg per ten square meter ver 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 bitumen emulsion RS-1 for 10g for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-11) 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 ete including hire charges and fuel charges foe 20-301 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

Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road

Providing For CD Works

Providing Culvert at Ch 560m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with standard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Below Ground Level

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Above Ground Level

Fabrication and places in positing mild steel on rubbed for steel and all ream forced cement concrete work as per type designed given including cost of steel binding wire in all floors etc., complete with standard specification.

Reinforcement Concrete 1: 1 1/2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.

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,

Providing 100 m dia AC Pipe for Wheepholer

Provision for Expansion Joints (Bituman Pad)

Providing Culvert at 560m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with standard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Below Ground Level

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Above Ground Level

Fabrication and places in positing mild steel on rubbed for steel and all ream forced cement concrete work as per type designed given including cost of steel binding wire in all floors etc., complete with standard specification.

Reinforcement Concrete 1: 1 1/2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.

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,

Providing 100 m dia AC Pipe for Wheepholer

Provision for Expansion Joints (Bituman Pad)

Provinding Hard Bed at Ch350m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Below Ground Level

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with standard specification and directed by the departmental 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 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. 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 work site 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 slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER

Cement conerete M30 Grade using 20mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with standard specification and directed by the departmental officers.

Provision for Expansion Joints (Bituman Pad)

Providing Retaining wall at Ch 840m, Ch960m

Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.

Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with tandard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification.

Providing 100 m dia AC Pipe for Wheepholer

Provision for HM stones

Provision for Road Stud with Reflector

Provision for Gurad Stone

Provision for Equilateral triangle cautionary signboard 90cm

Provision for Name Board

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Strengthening of the road from Gandhinagar Road to Perumalpuram Road Km.0/0-2/100

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 in all etc complete KM 0/0 - 3/800

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

As Per Calculation Sheet

Providing advance BT patches using 13.2mm HBG IRC metal using 44Kg of bitumen 80/100 grade including cost and conveyance of all labour charges etc., complete

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 side berms

Providing and laying spreading and compacting graded stone aggregate to Wet Mix acadam(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 if prime coat uning Emulsion at the rate of 7 Kg per ten square meter ver 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 bitumen emulsion RS-1 for 10g for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-11) 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 ete including hire charges and fuel charges foe 20-301 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

Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Providing rumble strips covered with premix bituminous carpet, 15-20 mm at centre and 250mm wide placed at 1m intervals centre to centre at approved locations to control speed, marked with white strips of road

Provision for CD Works

Providing Retaining wall at Ch 850m

Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation.

Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with tandard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification.

Providing 100 m dia AC Pipe for Wheepholer

Provision Culvert at Ch1020m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 using 40mm H.B.G.Metal including watering wherever necessary sand laid in layers compacting etc. complete complying with standard specification and directed by the departmental officers.

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Below Ground Level

Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Above Ground Level

Fabrication and places in positing mild steel on rubbed for steel and all ream forced cement concrete work as per type designed given including cost of steel binding wire in all floors etc., complete with standard specification.

Reinforcement Concrete 1: 1 1/2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.

Providing 100 m dia AC Pipe for Wheepholer

Provision for Expansion Joints (Bituman Pad)

Provision for KM stones

Provision for Road Stud with Reflector

Provision for Guard Stones

Provision for Equilateral Triangle cautionary Sign Board 90 cm

Provision for 60 cm Circle (MANDATORY SIGN)

Provision for Name Board

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th 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)

Tamilmani