Output and Performance Based Maintenance Contract, for the work Chailla Neripul Yashwant Kumarhatti road Km 0/0 to 84/825 under OPBMC.

Amount

Routine maintence of Chailla Neripul Yashwant Kumarhatti road Km 0/0 to 84/825 (@ for 5 years 57512/- per km /per year The above price is the full remuneration to ti the Contractor to carry out the services and works required in order to reach and maintain the service levels described in the Specifications and elsewhere in the contract. In future includes the activities of the contractor related to self-control, quality assurance and material testing, hiore and operational charges of patrol maintenance Unit ( PMU) 5th wheel Bump-integrator.

Repair to for central carriage way

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Providing and applying primer coat with bitumen emulsion (SS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOLon prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion (RS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOL using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous macadam 50mm thick with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Edge repair MORTH specification 406,407,501,503,504,508, 511,513Any additional activity necessary to achieve the service level objective.

Construction of granular sub base (Fore Grading I material by mix in place method) by providing well graded matirial, spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm (Eighty millimeter) as per drawings and Technical Specification Clause 1504.

Providing Cement concrete 1:1.5:3 (One cement isto One point Five Sand isto Three graded stone aggrigate 40 mm nominal size) R.C.C grade M-25 (M- Twenty Five)for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (One thausand Two, One thausand Five One thausand Ten , One thausand Two hundred Two)

Repairs to Berms & shoulders on both sides of the carriageway wherever required to bring the service level (with 5% camber)

Gravel for road side repair MORTH specification 305,407

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Jungle clerance

weeds & grasses

light jungle

Repairs to cross drainage and protection works including culverts, minor bridges , major bridges, retaining walls, breast walls, toe walls ,etc. as per MORTH specifications to specified service levels by taking up

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15.

Providing weep holes in concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe,as per MORTH specification f) Back filling behind abutment, wing walls,return walls and retaining walls as per MORTH specification 2200 and 2504.2.2.

Back filling behind abutment, wing wall and return wall complete as per as per MORTH specification

Providing and applying two coats of ready mix paint of approved brand on steel surface after thoroughly cleaning of surface to give an even shade

White washing two coat to cross drainage/trees, wall structure.etc as directed by engineer

Raod furniture

Reinforced cement concrete M-15 grade KM 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 including hauling of material in all leads and lifts and as per entire satisfaction and direction of Engineer-in-Charge as per MORTH clause no 804. Ordinary kilometer stone

Reinforced cement concrete M-15 grade KM 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 including hauling of material in all leads and lifts and as per entire satisfaction and direction of Engineer-in-Charge as per MORTH clause no 804. Hectometer stone.

Reinforced cement concrete M 15 Grade boundry pillar / local stone of standard design as per IRC.:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 806

Fixing new caution board, Informatory signs like Junction boards, Village name boards etc.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (120x45 cm )

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Triangle Boardtringle (60x60x60 cm )

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Village name board ( 90x45)

CENTER LINE MARKING WITH HOT APPLIED THERMO PLASTIC AND FIXING OF STUDS

Thermoplastic road marking as per MORTH specification No 803

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing Periodical maintenance to Single lane including profile correction with the following items of work to obtain the required service level for Ist Year Periodical maintenance

Providing and applying tack coat with bitumen emulsion (RS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOL using emulsion pressure distributor at the rate of 0.20 kg per square metre on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing centre line marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing Periodical maintenance to Single lane including profile correction with the following items of work to obtain the required service level.

Providing and applying tack coat with bitumen emulsion (RS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOL using emulsion pressure distributor at the rate of 0.20 kg per square metre on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing centre line marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing Periodical maintenance to Single lane including profile correction with the following items of work to obtain the required service level.

Providing and applying tack coat with bitumen emulsion (RS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOL using emulsion pressure distributor at the rate of 0.20 kg per square metre on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing centre line marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Providing Periodical maintenance to Single lane including profile correction with the following items of work to obtain the required service level.

Providing and applying tack coat with bitumen emulsion (RS-1) M/S INDIAN OIL CORP. LTD, M/S TOTAL OIL INDIA Pvt. ltd. and M/S HINCOL using emulsion pressure distributor at the rate of 0.20 kg per square metre on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing centre line marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days.

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete 1:2.5:5 nominal mix in Foundation with crushed stone agreegate 20mm nominal size machinically mixed, placed in foundation and compacted by vibration including curing 14 days complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. M-25 grade

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and laying reinforced cement concrete pipe NP2 900 mm dia for culverts on 1st class beddding of granular material in single row including fixing coller concrtre and masnory work in head walls and parapets clause 1108

Providing and laying reinforced cement concrete pipe NP2 900 mm dia for culverts on 1st class beddding of granular material in single row including fixing coller concrtre and masnory work in head walls and parapets clause 1108

S.S. Associates