Dharmapuri District - Strengtherning of road 2 Nos. in Package No. TN04-99 MGSMT/2022-23 Pennagaram P99

Amount

Upgradation of Road from Tholur to Tholur Kombai Erikarai Road (via) Shanmugam Kadu Kombai KM 0/0-1/720 H/O Chinnampalli

Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.

Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete

Construction of Granular Sub base by providing well graded material mm 4.75 mm IRC HBG metal 65 %,4.75 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns shall have liquid and plasticity index more than 6% repectively) spreading in uniform layers with motor grader prepared surface mixing by in place method with rotovator OMC and compacting three capacity and finished in accordance the requirements of the specification thickness directed

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..

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 the WMM surface (treated with primer) using 4Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended 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., complete as per clause 503 of MOST specification.

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 finisher/9m trucks,paver 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 .

Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,

1.50 m span Culvert @ Ch.400 m

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 concrete 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.

Cement conerete 1:2:4 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.

Centering

Below Ground Level

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 1/5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect, completed

1.50 m span Culvert @ Ch.1260 m

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 concrete 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.

Cement conerete 1:2:4 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.

Centering

Below Ground Level

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 1/5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect, completed

1.50 m span Culvert @ Ch1640 m

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 concrete 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.

Cement conerete 1:2:4 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.

Centering

Below Ground Level

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 1/5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect, completed

Retaining [email protected]

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 concrete 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 and errecting centering for sides and soffits including supports and strutting up to 3.20m height fior plane surface in all floors with all cross bracing using mild steel of sie 0.90cmx60 cm and 10 guage stilfanced wlded with mild

Providing 100 m dia AC Pipe for Wheepholer

Supply and Fixing of HM Stone

Supply and Fixing of KM Stone

Provision for Sign Board

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

Upgradation of road from Ettiyampatti To Madhehalli Road Km 0/0 - 0/96 (Plastic Waste )

Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete

collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.

Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete

Construction of Granular Sub base by providing well graded material mm 4.75 mm IRC HBG metal 65 %,4.75 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns shall have liquid and plasticity index more than 6% repectively) spreading in uniform layers with motor grader prepared surface mixing by in place method with rotovator OMC and compacting three capacity and finished in accordance the requirements of the specification thickness directed

Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBO metal and 0.24 eum of Gravel for blindage for 10 Sqm of 75mm compacted thick (the blindage material shall have PI value less than 674) 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 (111 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 BOTTOM LAYER

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

Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended 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., complete as per clause 503 of MOST specification.

Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com.

Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,

Culvert 1.50m Span Ch.700m

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 concrete 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.

Cement conerete 1:2:4 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.

Centering

Below Ground Level

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 1/5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect, completed

Supply and Fixing of HM Stone

Provision for Name Board

Provision for Sign 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)

C.K.Saravanan

Kaveri