DINDIGUL DISTRICT PMGSY III 2021-22 NATHAM BLOCK TN-05-169 1 WORK

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 in area of thorny jungle

PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Excavation for roadwork in soil with hydraulic excavator and Tippers with disposal upto 1000m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Construction of Embankment with Material Obtained from Roadway Cuttting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

Construction of Subgrade and erthern Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to sit, sperading,grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 (Using Borrow pit Earth)

Gravel Shoulder Construction of Embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacked to meet requirment of Tables 300.1 and 302 as per Technical specification Clause 301.5 (Gravel Shoulder)

Wet Mix Macadam 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.

TerraZyme Top Layer CBR > 8% soil with 25% metal For Terrazyme application with1L for 15.0 cum. Construction of 2nd layer Bio enzyme based soil stablised layer to a required thickness as per manufacturer design with borrow soil material/gravel/murram, having CBR greater than 8% and treating it with TerraZyme in the ratio 1L for 15.0 cum soil with 25% metal in design mix, spreading in uniform layer with tractor grader on prepared surface. mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification incl all labour, materials, like soil and metal, equipments etc., complete. as per the directions of the Engineer incharge of the work.

PRIMER COAT Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502

TACK COAT Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

PREMIX CARPET Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

SEAL COAT Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Provision of Rumble strips with Premix Bituminous Carpet 'Provision of 15No. Rumble strips 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 paints

Providing and Fixing Name Board

Providing and fixing Logo of PMGSY Project

Providing and Fixing Citizen information Board of PMGSY Project

Providing and fixing Maintenance Information Board Of PMGSY Project

Providing and Fixing 'Cautionary, Mandatory and Informatary sign board Providing and fixing of Retro Reflected Cautionary, Mandatory signs with definitioin plate made ot of high inten sity Grade Prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.50m thick Aluminum sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild streel angle and supported on a mild steel angle ion post 75mm x 75mm x 6 mm firmly fikxed to the ground by mean of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7 years warreanty for the Retro Reflective sheets as per clause 6.90 of IRC 67-2010 Specification (As per MORT & spec.NO.801)

90 Cm Equilateral traingle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Chevron Signs 90cm Octagon (Curves)

Reflector

Road Marking with hot applied the thermoplastic compound with reflectorising glass Beads on Bituminious surface

Kilometre Stone Reinforced Cement concrete M15 Kilometre stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703

(ii) Ordinary Kilometer stone (precast)

(iii) 200m stone (precast)

(iv) Guard stone (precast)

Construction of 1.50m Span RCC slab culvert at Ch 5258M

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork,includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunerviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000masper Technical Specification Clause 202

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurescomprisingofbrickmasonry,includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000 m as per Technical Specification Clause 202.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (20mm metal)

Cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)

SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.

ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.

ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab

Providing Weepholes in brick masory/stone masonry plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204, 3.7

Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.

Construction of 1.50m Span RCC slab culvert at Ch 6438M

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork,includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunerviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000masper Technical Specification Clause 202

Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurescomprisingofbrickmasonry,includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000 m as per Technical Specification Clause 202.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (20mm metal)

Cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)

SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.

ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.

ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab

Providing Weepholes in brick masory/stone masonry plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204, 3.7

Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.

Construction of Retaining wall Left Side (Ch 4700 -4780)

Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD

Ch 4700-4780 (L Side)

Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification

Ch 4700-4780 (L Side)

Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed

Ch 4700-4780 (L Side)

Cement concrete 1:2 :4mix usingHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)

Ch 4700-4780 (L Side)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)

Ch 4700-4780 (L Side)

Providing Weepholes in brick masory/stone masonry plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204, 3.7

Ch 4700-4780 (L Side)

Routine maintenance after completion of Construction work

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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)

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