Construction of Service Roads at Anjanpeer in Chhapra - Hajipur Section of NH-19 (new NH - 31) in State of Bihar.

Value of work done

Gross Amount

Description

Value of work done

Gross Amount

Description

Value of work done

Gross Amount

Description

Value of work done

Gross Amount

DESCRIPTION

Road works

Culvert @ 145+528

Major Bridge @ 145+200

DESCRIPTION

Road works

Culvert @ 145+528

Major Bridge @ 145+200

DESCRIPTION

Road works

Culvert @ 145+528

Major Bridge @ 145+200

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809, 1500, 1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement(Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Liner plate around piles (6mm thk)

Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.)

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809, 1500, 1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement (Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.)

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809, 1500, 1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809, 1500, 1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement (Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing, cutting, bending and fixing in position of CRS bar reinforcement (Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Liner plate around piles (6mm thk)

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809, 1500, 1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement (Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.)

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809,1500,1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement(Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Liner plate around piles (6mm thk)

Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.)

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809,1500,1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement(Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Liner plate around piles (6mm thk)

Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.)

Description

GSB 1st Layer

GSB 2nd Layer

WMM 1st Layer

WMM 2nd Layer

Prime coat

Tack 1st

Tack 2nd

Description

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Supplying, fabricating and fixing in position steel cutting edge with MS angle complete as per approved drawing including welding,splicing and making provisions for fixing of reinforcement of well curb as per approved drawing and techincal specification.

Structural cement concrete for plain/reinforced cement concrete complete as per drawing and techincal specification 1200,1500 and 1700

Sinking of wells through all types of soils and rock to be measured from low water level (other than pneumatic method of sinking) complete as per drawing and techincal specification

Quarry dust/sand filling in wells as per drawing and technical specifications

Structural Cement concrete for Reinforced cement concrete for Sub structure including centering complete as per drawing Technical specification clauses 1500,1700,2200

Structural Cement concrete for Reinforced cement concrete/PSC Super structure including centering complete as per drawing Technical specification clauses 809,1500,1700

HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009

Providing, cutting, bending and fixing in position of CRS bar reinforcement(Fe500 gr) in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm)

Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705.

Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300.

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications

Providing PCC M15 grade concrete for levelling course under Approach Slabs

Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706.

Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

Painting of CD No. and Span arrangement as per Technical specifications

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications

Confirmatory bores

Liner plate around piles (6mm thk)

Item Description

Road Works RHS+LHS with PQC

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

Construction of Sub grade & earthen / un paved shoulders satisfying the requirements of minimum CBR value as indicated in the drawings and specification with approved material with all leads & lifts all complete as per Technical Specification Clause No 305.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 40 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Providing and laying of filter media with granular materials / stone crushed aggregates satisfyiing the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with samller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.

Cast in Situ Cement Concrete M20 Kerb

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

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 foce. Complete as per drawing and Technical Specifications

Supplying , fitting and placing HYSD bar reinforcement in drain complete as per drawing and technical(including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required). Spec. No. MORTH 1600, 2200

Retro Reflectorised Traffic Signs: Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of class - C Type IX retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm angle mounded on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cmm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

90cm x 75Cm rectangular (Informatory sign Board)

75 Cm equilateral triangel (Left/right Curve)

60 cm x 50 Cm rectangular (Stop Board)

Street Lighting:- Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.

Structure Work

Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903

Providing Plain Cement Concrete M15 for levelling course etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700

PCC M15 grade

Back filling in quadrants with granular material of approved quality complete as per drawing and Technical specification Clause 304 & 305.

Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504.

RCC M25 grade

Providing and laying Reinforced cement concrete in RCC BOX TYPE STRUCTURE excluding cost steel complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2300

RCC Grade M30

RCC Grade M30 using batching plant transit mixer & Concrete pump

Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.

Providing and painting with Synthetic enamel paint of approved quality for Culvert nubering, Type of culvert and details of Span arrangement as per IRC:7-1971 and as directed by Engineer.

% In figure

Length

Major Bridge Length

Length

Length

Description

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Construction of Embankment with Material obtained from Borrowpits

Construction of Subgrade and Earthen Shoulders

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

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.

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.

Providing 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.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.

Providing and laying bituminous concrete 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 @ 5.2 to 5.4 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

Construction of Median and Island with Soil Taken from Roadway Cutting

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering

Roadside Plantation

Cast in Situ Cement Concrete M20 Kerb

Length

Major Bridge Length

Length

Length

Description

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Construction of Embankment with Material obtained from Borrowpits

Construction of Subgrade and Earthen Shoulders

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

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.

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.

Providing 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.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.

Providing and laying bituminous concrete 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 @ 5.2 to 5.4 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

Construction of Median and Island with Soil Taken from Roadway Cutting

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering

Roadside Plantation

Cast in Situ Cement Concrete M20 Kerb

Description

Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903

Providing Plain Cement Concrete M15 for levelling course etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700

Back filling in quadrants with granular material of approved quality complete as per drawing and Technical specification Clause 304 & 305.

Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504.

Providing Plain Cement Concrete M15 for Curtain walls /toe walls etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700

Providing and laying Plain/Reinforced cement concrete for foundation & substructure complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2200

Providing and laying Reinforced cement concrete in RCC BOX TYPE STRUCTURE excluding cost steel complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2300

Providing, cutting, bending and fixing in position of TMT bar (Fe 500 Gr) reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.

Providing and laying Wearing Course comprising of 65mm Bituminois concrete on top of deck slab including cost of tack coat, using modified bitumen meeting the requirements given in table 500-29, laid to the required level and slope after cleaning the surface.

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Providing and laying stone pitching on sloped surfaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification Clause 2504

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and painting with Synthetic enamel paint of approved quality for Culvert nubering, Type of culvert and details of Span arrangement as per IRC:7-1971 and as directed by Engineer.

RCC Kerbs (M20 Grade)

Guard posts

Description

Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903

Providing Plain Cement Concrete M15 for levelling course etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700

Back filling in quadrants with granular material of approved quality complete as per drawing and Technical specification Clause 304 & 305.

Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504.

Providing Plain Cement Concrete M15 for Curtain walls /toe walls etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700

Providing and laying Plain/Reinforced cement concrete for foundation & substructure complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2200

Providing and laying Reinforced cement concrete in RCC BOX TYPE STRUCTURE excluding cost steel complete as per drawing and Technical Specification Section 1500, 1700, 2100 & 2300

Providing, cutting, bending and fixing in position of TMT bar (Fe 500 Gr) reinforcement in reinforced concrete structure complete as per drawing and Technical Specification Section 1600

Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.

Providing and laying Wearing Course comprising of 65mm Bituminois concrete on top of deck slab including cost of tack coat, using modified bitumen meeting the requirements given in table 500-29, laid to the required level and slope after cleaning the surface.

Filter media (150 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504

Providing and laying stone pitching on sloped surfaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification Clause 2504

Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503

Providing and painting with Synthetic enamel paint of approved quality for Culvert nubering, Type of culvert and details of Span arrangement as per IRC:7-1971 and as directed by Engineer.

RCC Kerbs (M20 Grade)

Guard posts

Description

Excavation

RCC Foundation

Sub Structure

Super Structure

Description

Excavation

RCC Foundation

Sub Structure

Super Structure