JH-BR-LWE-BOK-01_21-22

Amount

Details

Bridge 1- Construction of HL Bridge Over Bokaro River in Between Birhordera to Tutijharna Village , Length-178.92 Km

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical means

Depth upto 3m

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

Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)

Pile Load Test on Single vetical Pile in accordance with IS: 2911 (Part-IV) Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load. Note:- All Necessary test have to be performed by the contractor during construction activity & after construction as per engineer incharge. Dynamic Load Test , Static Load Test , Pile Integrity Test etc.

a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings

1.2 m Dia Pile

b) Routine pile load test on pile for 1.5 times the design load specified in Drawings

1.2 m Dia Pile (2% of piles in total).

c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings

1.2 m Dia Pile (2% of piles in total) .

Pile Load Test on Single vetical Pile in accordance with IS: 2911 (Part-IV)

Levelling Course for Pile Cap (PCC M15)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)

PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Height Upto 5m

Height between 5m to 10m

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

Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

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

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

APPROACH ROAD PART

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 table 300-2.

Compacting original ground supporting embankment (. Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type A (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

GUARD WALL PART

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification

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

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

Pointing with cement mortar (1:3) on stonework in substructure as per Technical specifications

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Bridge-2 Construction of HL RCC Bridge over Bachra Nala(Morpa Gaon) on Khakhando to Rola Road at Khakhando-02 , Length-58.12 M

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical means

Depth upto 3m

Excavation for structures in ordinary Rock not requiring blasting (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 and bockfilling with approved material) Mechanical means

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

PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling

PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Height Upto 5m

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

Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

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

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

APPROACH ROAD PART

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 table 300-2.

Compacting original ground supporting embankment (. Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type A (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

GUARD WALL PART

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification

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

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

Pointing with cement mortar (1:3) on stonework in substructure as per Technical specifications

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Bridge-3 Construction of HL RCC Bridge over Motiya Nalla on Khakhando to Rola Road at Khakhando-02 , Length-51.37 m

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical means

Depth upto 3m

Excavation for structures in ordinary Rock not requiring blasting (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 and bockfilling with approved material) Mechanical means

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

PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling

PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Height Upto 5m

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

Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

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

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

APPROACH ROAD PART

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 table 300-2.

Compacting original ground supporting embankment (. Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type A (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

GUARD WALL PART

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification

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

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.

Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

Pointing with cement mortar (1:3) on stonework in substructure as per Technical specifications

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Bridge-4 Construction of HL RCC Bridge over Kaiya River In Between Bendi and Barki Sidhawara Kasiadih village . , Length-116.2 m

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical means

Depth upto 3m

Depth between 3m to 6m

Excavation for structures in ordinary Rock not requiring blasting (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 and bockfilling with approved material) Mechanical means

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

PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling

PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Height Upto 5m

Height between 5m to 10m

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

Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)

Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.

Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins.

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

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

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

Load Test of Super Structure Bridge

APPROACH ROAD PART

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 table 300-2.

Compacting original ground supporting embankment (. Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type A (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (Stone / Boulder )

Providing PMGSY LOGO as per drawing and technical specification.

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle.

RETAINING WALL

Excavation for structures in ordinary soil (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 and bockfilling with approved material) Mechanical means

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 using Concrete Mixer)

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

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

Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification

Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Labour Cess @ 1%