CE/EAP/ADRHARDP/Corr_2/Pkg.5 Upgradation and 4year maintenance of Corridor2 from Km 15.860 near Girijanapur to Km 30.700 Semkhor

Amount

Clearing and Grubbing Road Land .(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 materials to be used or auctioned at the PWRD stockyard including removal and disposal of top organic soil not exceeding 150mm thickness. (as per Morth Technical Specifications Clause 201) B) In area of thorny jungle

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead complete as per Morth Technical Specifications Clause 202 ii (B) Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lead and lift ) complete as per MORTH Technical Specifications Clause 202 Removing all type of hume pipes and stacking with all lead and lift including earthwork and dismantling of masonry works. B) Above 600 mm to 900 mm dia RCC Hume Pipe

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead ) complete as per MORTH Technical Specifications Clause 202 Removing all type of hume pipes and stacking with all lead and lift including earthwork and dismantling of masonry works. C) Above 900 mm RCC Hume Pipe

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead complete as per Morth Technical Specifications Clause 2809

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes as per Morth Technical Specifications Clause 301 (a) Disposing of excavated earth with all lifts and lead )

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes as per Morth Technical Specifications Clause 301 (a) Disposal of cut material with all lift and lead )

Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes as per Morth Technical Specifications Clause 301 (a) disposal of cut material with all lifts and lead )

Construction of Embankment with Material Deposited from Roadway Cutting (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 ) as per Morth Technical Specifications Clause 305 Embankment with Material deposited from Roadway Cutting

Construction of Subgrade (Construction of subgrade 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specifications Clause 305

Construction of Earthen Shoulders (Construction of 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specifications Clause 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 cl. 401 (Including cost of testing of materials at site and laboratory as directed by the deptt.) as per MORTH Technical Specifications Clause 401 Grading of Table - 400 -1 Grading III A-iii) Granural Material on shoulders

Plant Mix Method (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 cl. 401 (Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specifications Clause 401 A-iii) Grading of Table - 400 -1 Grading III

Wet Mix Macadam (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/motor grader in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Technical Specifications Clause 406

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.)( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 502 (ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )

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.( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 503 '(c) Granular surfaces treated with primer

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.( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 503 (b) dry & hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage from quarry and carriage of mixed materials from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the dept.) course complete as per MORTH Technical Specification Clause No. 507. (ii) for Grading II (19 mm nominal size)

Bituminous Concrete (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 @ 5.4 to 5.6 % 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry and carriage of mixed materials from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the dept.) Technical Specification Clause No. 509 & 521 (ii) for Grading-II (13 mm nominal size)

Pipe Culverts: 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Laying Reinforced cement concrete pipe NP4/Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Morth Technical Specification Clause 2900 a) H.P NP-4, 1200 mm Dia

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Morth Technical Specifications Section 1500,1700, & 2200 N) Without plasticiser Height upto 5m A) PCC Grade M 15 - Head wall

Box Culverts: 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification per drawing and Technical Specification Clause 1500,1700&2100 A)Granular material

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Providing and laying Reinforced cement concrete for Box culverts in open foundation excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2100. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications section 1600 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Plain/Reinforced cement concrete for Box culverts in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30 - for Box side walls, Retaining wall & parapet

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar

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 specification Clause 2706.

Composite Drainage 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.. complete as per drawing, Technical Specification Section 2507.2 and as directed by the Engineer .

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding Apron. As per Morth Specification Section 2505 (Rigid Apron) A) Rubble stone laid in cement mortar 1:3

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - for Catch pit, Steps & Guide wall on Upstream & down stream

Curtain wall complete as per drawing and Technical specification as per Clause 2507.2 B)Cement concrete Grade M15

Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2504.

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 clause 2504 A) Stone/Boulder.

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) as per Morth Specification clause 2503

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser B) PCC Grade M20 - for Catch pit & Guide wall on Upstream & down stream

Supplying, fitting and placing TMT bar reinforcement for Guide wall in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar - Guide wall

Composite Drainage FOR PCC GUIDE WALL 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

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 Clause 2706. For Guide wall

Minor Bridge 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification per drawing and Technical Specification Clause 1500,1700&2100 A)Granular material

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Providing and laying Reinforced cement concrete for Box Bridge in open foundation excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2100. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 35

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications section 1600 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Plain/Reinforced cement concrete for Box Bridge in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m RCC Grade M 35 - for Box side walls

Plain/Reinforced cement concrete for Box Bridge in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height 5m to 10m RCC Grade M 35 - for Box side walls

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar

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 specification Clause 2706.

Composite Drainage 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700

Reinforced cement concrete RCC M-30 approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Drainage spout complete as per drawing and Technical Specifications 2705

Bituminous Concrete (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 @ 5.4 to 5.6 % 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry and carriage of mixed materials from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the dept.) Technical Specification Clause No. 509 (ii) for Grading-II (13 mm nominal size) - Wearing coat of 40mm thick

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.( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 503 (b) dry & hungry bituminous surface

Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center to center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per Morth Technical Specification clause 515. (i) - Thickness - 25 mm

Reinforced Cement Concrete Crash Barrier- RCC M-40 (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. MoRTH Specification 811

'Painting Two Coats on New Concrete Surfaces'Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) as per Morth specification 800

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangement but excluding kerb channel as per Morth specification 410

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding Apron. As per Morth Specification Section 2505 (Rigid Apron) A) Rubble stone laid in cement mortar 1:3

PCC 1:3:6 in Foundation (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.) As per Morth Specification Section 2100

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - for Catch pit, Steps & Guide wall on Upstream & down stream

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m PCC M 15 - for Toe wall

Providing and laying Reinforced cement concrete in foundation excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2100. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30 - Guide wall

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m RCC Grade M 30 - for Guide wall

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications section 1600 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 - Guide wall

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar - Guide wall

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 Clause 2706. For Guide wall

Composite Drainage FOR PCC GUIDE WALL 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

Major Bridge: 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification per drawing and Technical Specification Clause 1500,1700&2100 A)Granular material

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Providing and laying Reinforced cement concrete for Box Bridge in open foundation excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2100. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 35

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications section 1600 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Plain/Reinforced cement concrete for Box Bridge in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height 5m to 10m RCC Grade M 35 - for Box side walls

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar

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 specification Clause 2706.

Composite Drainage 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700

Reinforced cement concrete RCC M-30 approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Drainage spout complete as per drawing and Technical Specifications 2705

Bituminous Concrete (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 @ 5.4 to 5.6 % 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry and carriage of mixed materials from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the dept.) Technical Specification Clause No. 509 (ii) for Grading-II (13 mm nominal size) - Wearing coat of 40mm thick

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.( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 503 (b) dry & hungry bituminous surface

Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center to center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per Morth Technical Specification clause 515 . (i) - Thickness - 25 mm

Reinforced Cement Concrete Crash Barrier- RCC M-40 (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. MoRTH Specification 811

'Painting Two Coats on New Concrete Surfaces'Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) as per Morth specification 800

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangement but excluding kerb channel as per Morth specification 410

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. B)Using Concrete Batching and Mixing Plant

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m - Protection works

PCC 1:3:6 in Foundation (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.) As per Morth Specification Section 2100

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - for Catch pit, Steps & Guide wall on Upstream & down stream

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m PCC M 15 - for Toe wall

Providing and laying Reinforced cement concrete in foundation excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2100. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30 - Guide wall

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m RCC Grade M 30 - for Guide wall

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications section 1600 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 - Guide wall

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar - Guide wall

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 Clause 2706. For Guide wall

Composite Drainage FOR PCC GUIDE WALL 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instruction for installation). as per Morth Specification 2606

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Bituminous Concrete (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 @ 5.4 to 5.6 % 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry and carriage of mixed materials from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the dept.) Technical Specification Clause No. 509 (ii) for Grading-II (13 mm nominal size) - Wearing coat of 40mm thick

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.( Including cost of testing of materials at site and laboratory as directed by the dept.) as per Morth Technical Specification Clause 503 (b) dry & hungry bituminous surface

Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center to center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per Morth Technical Specification clause 515. (i) - Thickness - 25 mm

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m - Protection works

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding Apron. As per Morth Specification Section 2505 (Rigid Apron) A) Rubble stone laid in cement mortar 1:3

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - for Catch pit, Steps & Guide wall on Upstream & down stream

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding Apron. As per Morth Specification Section 2505 (RR Masonry for Steps) A) Rubble stone laid in cement mortar 1:3

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m - Guide walls

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - for Catch pit, Steps & Guide wall on Upstream & down stream

Plain/Reinforced cement concrete for Retaining wall in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200 N) Without plasticiser Height 5m to 10m Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600 (i) 'TMT CRS ( Fe-500) reinforcement bar - Guide wall

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 specification Clause 2706. - Guide wall

Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m - Benching

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - Benching

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15 - 50 mm Thick Bed Concrete -For Triangular Drain

Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering, as per drawing and technical specifications D-1:4 Cement Sand Mortar as per Technical Specifications 1300 for Triangular Drain

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing as per Technical specification Clause 2403 A) 100 mm thick stone Pitching as per Technical Specifications 2403- For Triangular Drain

REINFORCED EARTH WALL- 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Providing and laying precast concrete facia wall of approved design and M-35 grade of RCC Facial panels / Blocks including reinforcement and reinforcing elements with all fixtures and accessories complete as per Morth Specification 3100.

High Strength flexible GeoGrid for Soil Reinforcement/ Basal reinforcement Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celsius corresponding to 12 % strain & Ultimate tensile strength- 3. Ultimate tensile strength- 200kN/m.

Composite Drainage for RE wall 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

Plain/Reinforced cement concrete for Friction slab in sub structure complete as per drawing and technical specification and steel shuttering formwork as per Morth specification Sections 1500, 1700 and 2200. N) Without plasticiser Case ii - Using Batching Plant, Transit Mixer and Concrete Pump. RCC Grade M 30 - Height 5m to 10m

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clause 1600. (i) 'TMT CRS ( Fe-500) reinforcement bar - for Friction slab

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. MoRTH Specification 811.

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per Morth specifications clause 803.

Providing & fixing of PVC rain water pipe of 110mm dia. towards outer face of RE facia.

Providing & fixing of 150 mm dia Perforated geosynthetic / PVC pipe wrapped with geotextile towards inner face of RE wall facia, placed at bottom of RE wall to collect and dispose of the moisture.

Retaining Walls ROW Restriction 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m

Retaining Walls ROW Restriction 'Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Construction of Masonry Retaining wall Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification clause 1405.3 b)Random Rubble Masonry

Retaining Walls ROW Restriction 'Composite Drainage 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

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 specification Clause 2706. For Retaining wall

Masonry Breast wall 'Excavation for Structures (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 backfilling with approved material. Morth Technical Specification Clause 304. B-Mechanical Means (I) Without dewatering ii) Depth upto 3 m

Masonry Breast wall 'Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clause 1550,1700 &2100 including steel shuttering formwork. N) Without plasticiser A) PCC Grade M15

Construction of Masonry Breast wall Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification clause 1405.3 b)Random Rubble Masonry

Masonry Breast wall 'Composite Drainage 'Supplying & laying of drainage composite for use behind walls, between two different fills, alongside-drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 1 10 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.

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 specification Clause 2706. For Retaining wall

Bioengineering for Erosion Control and revegetation measure: Supply and spraying of High Performance-Flexible Growth Medium (HP-FGM) which is 100% biodegradable, composed of 100% recycled, thermally refined (within a pressurized vessel) virgin wood fibers, crimped interlocking biodegradable fibers, mineral activators, and wetting agents (including high-viscosity colloidal polysaccharides, cross-linked biopolymers and water absorbents) along with STANDARD prescriptive agronomic formulations such as fertilizer, extended-term dyes, soil pH modifiers, bio stimulant materials and seeds which is hydraulically applied for Erosion control.

Supplying & Providing Vegatation/Plantating tress on Hill side slopes bioengineering techniques, incorporating Vegetation/bamboo planting and complementary measures to reinforce soil stability, prevent erosion, and ensure long-term durability under adverse climatic conditions, such as heavy monsoons and steep slopes. All materials, methods, and execution shall conform to the specifications herein and relevant standards, ensuring compatibility with the local terrain, soil type (e.g., alluvial or loamy), and hydrological conditions typical of hilly areas. The Vegetation/bamboo plantation shall integrate with other slope stabilization measures, such as drainage systems and vegetative barriers, to enhance overall slope protection and environmental sustainability as per the directions of the Engineer as per drawing and Technical Specifications.(including Supply of all Materials)

Supplying and providing Crib wall with Bamboo on valley side slopes as a bioengineering retaining structure for stabilizing slopes, preventing erosion, and mitigating landslides along hill roads. The bamboo crib wall shall combine physical and vegetative measures, as per the directions of the Engineer as per drawing and Technical Specifications.

Supplying and providing Crib wall with Bamboo around dumping sites as a bioengineering retaining structure for stabilizing slopes, preventing erosion, and mitigating landslides along hill roads. The bamboo crib wall shall combine physical and vegetative measures, as per the directions of the Engineer as per drawing and Technical Specifications.

Supplying and providing Vegatation/Plantating on level dumping sites tress bioengineering techniques, incorporating Vegetation/bamboo planting and complementary measures to reinforce soil stability, prevent erosion, and ensure long-term durability under adverse climatic conditions, such as heavy monsoons and steep slopes. All materials, methods, and execution shall conform to the specifications herein and relevant standards, ensuring compatibility with the local terrain, soil type (e.g., alluvial or loamy), and hydrological conditions typical of hilly areas. The Vegetation/bamboo plantation shall integrate with other slope stabilization measures, such as drainage systems and vegetative barriers, to enhance overall slope protection and environmental sustainability as per the directions of the Engineer as per drawing and Technical Specifications.

Providing and fixing PCC/RCC hectometer, kilometer and 5th kilometer stones including cost of reinforcement complete as per Technical Specifications Clause 804. iv) 200-meter stone

Providing and fixing PCC/RCC hectometer, kilometer and 5th kilometer stones including cost of reinforcement complete as per Technical Specifications Clause 804. ii) Kilometer stone

Providing and fixing PCC/RCC hectometer, kilometer and 5th kilometer stones including cost of reinforcement complete as per Technical Specifications Clause 804. i) 5th km. stone

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 and conforming to the MoRT&H specifications as per drawing and Technical Specifications Clause 803. a) Lane/ Center line/ Edge marking/ Transverse marking and any other marking

Providing and laying of hot applied thermoplastic compound 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 and conforming to the MoRT&H specifications as per drawing and Technical Specifications Clause 803. a) Transverse Bar Marking (TBM) - 5.0mm thick

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) Route marker signs (450mm x 600mm)

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) e) Chevron markings at curves (600x500 mm)

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) Triple Chevron (2300 x 600)

Providing and erecting of Convex Mirror for Blind Curve, made from ABS back body with Polycarbonate Mirror type lens of 600 / 800 mm in diameter with an viewing angle of 130 degree. It should be water proofing, impact resistant, bright Reflection and Anti Collision

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) Circular 600 mm dia

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) vii) Octagon 900 mm height

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) ii) 600 mm equilateral triangle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) ii) Bio Diversity Signs During Construction Signage - 600 mm equilateral triangle

Supplying of delineators(Roadway indicators) not less than 800 mm high above ground level. The delineators shall have a core and shell construction which shall be made of tough, high impact resistant, injection molded thermoplastic outer body. The inner core shall consist of powdered coated or painted mild steel of minimum thickness 1.00 mm.The delineator should consist of top retro-reflective unit consisting of white colored micro prismatic non-metallic retro-reflo-reflective sheeting of minimum exposed area 125sqcm and bottom retro-reflective unit consist of red colured micro prismatic non -metallic retro-reflective sheeting with 35 sqcm of minimum exposed area conforming with IRC-67-210 type x1 standards. The delineator shall be fixed i into the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instruction by Engineer in Charge.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) v) Hazard Markers (900 mm x 300 mm)

Providing and fixing metal Road studs for permanent marking comply with standard EN1463 and BS 873(Part:IV) according to the CIL requirements to ASTM D 4280 standard. (b) Two- way reflective with 2x39 glass elements. b) Raised pavement markers (Road studs)

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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) as per drawing and Technical Specifications Clause 810.

Providing of Waiting shed (Passenger shelter) at Village Approach road in every village as per drawing.

Construction of Public Toilet block near waiting shed in every village.for each 01 nos for 1 village, total 04 no. of villages (includes Providing of water closet, electrical fittings and water tank, etc.)

DAY WORKS: Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc. Mate

DAY WORKS: Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc. Labour/Mazdoor

DAY WORKS: Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc. Mason

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. Cement ordinary Portland or equivalent in bags

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. Providing clean well graded river or pit sand at site

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. Providing hard cut stone boulders at site 15-30cm size

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc. Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Tipper 5 m3 capacity

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Tractor

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Hydraulic Excavator of 1 cum bucket

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Concrete mixer 0.4/0.28 cum

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Back Hoe (bucket capacity 0.6 cum)

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Dozer D80

Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc. Grader

A. Pre-Construction PhasePrepare, supply and provide IEC Materials (leaflet, posters, banners, etc.) in community meetings at local villages as specified in ESMP and as instructed by the PWRD.

Institutional Strengthening to all Key Staff of contractors through trainings during Mobilization Stage as instructed by the PWRD.

B. Construction Phase i. Training and Capacity Building Establishing Grievance Redress Mechanism (GRM) including quarterly training, meeting, reporting, monitoring, complaint redressal etc. as specified in ESMP and as instructed by the PWRD.

Organising quarterly training on GBV/ SEA/SH for contractor staff and workforce through NGOs as specified in ESMP and as instructed by the PWRD.

Organising quarterly awareness program on HIV/AIDS at labour camps, work area, local community through NGOs as specified in ESMP and as instructed by the PWRD.

Provision of poster, signages for statutory Display on GRM/ SEA/SH/ HIV/ AIDS etc. for awareness to staff, labors and locals’ community as specified in ESMP and as instructed by the PWRD.

Specialized OHS Training: Organising quarterly training on specialized areas (.e.g Code of Conduct, First Aids, work at height, underground work, scaffold, landslide, subsidence, traffic management etc. ) as per training plan of ESMP and as per instruction of PWRD

Specialized Training on Environmental Pollution and prevention: Organising Quarterly Training (ESMP compliance monitoring, baseline monitoring, pollution prevention, regulatory requirements, etc) – through NGOs as specified in ESMP and as instructed by the PWRD.

iii Pollution Attenuation Follow measures for Dust suppression during Construction period (considering rainy days also) as specified in ESMP and as instructed by the PWRD.

Supply and provide 1776-14 wire backed Silt fence along water bodies such as road side ponds, seasonal streams only during the monsoon season to prevent run off slits reaching the water body as specified in ESMP and as instructed by the PWRD.

Supply and provide dust bins at labour camps, construction camps and construction sites as specified in ESMP and as instructed by the PWRD. (Specification: Model No. RTGR 721; Size 480 x 550 x 940 mm; Volume 120 Lts)

Supply, prepare and provide Bio-compost pits for handling organic waste generated from labour camps and other area as specified in ESMP and as instructed by the PWRD. (Organic waste composter; Nila Polycast Baction; 8 x 4 Ft; Capacity – 1 Ton; Material – non corrosive material)

Supply and provide Oil Interceptor at Construction & Vehicles maintenance camp/yard as specified in ESMP and as instructed by the PWRD.

iv. Environmental Baseline Monitoring Ambient Air Quality monitoring at 3 location 4 times a year for 24 months as per ESMP and as instructed by the PWRD.

Ambient Noise level monitoring at 3 locations 4 times a year for 24 months as per ESMP and as instructed by the PWRD.

Water (surface water) Quality monitoring at 3 location 4 times a year for 24 months as per ESMP and as instructed by the PWRD.

Water (ground water) Quality monitoring at 3 location 4 times a year for 24 months as per ESMP and as instructed by the PWRD.

Soil Quality monitoring at 5 location 4 times a year for 24 months as per ESMP and as instructed by the PWRD.

C. Operation Phase Monitoring (By the O&M Contractor/APWRD) Ambient Air Quality monitoring at 3 location 2 times for 1 year as per ESMP and as instructed by the PWRD.

Ambient Noise level monitoring at 3 locations 2 times for 1 year as per ESMP and as instructed by the PWRD.

Water (surface water) Quality monitoring at 3 location 2 times a year for 1 year as per ESMP and as instructed by the PWRD.

Water (Ground water) Quality monitoring at 3 location 2 times a year for 1 year as per ESMP and as instructed by the PWRD.

Soil Quality monitoring at 3 location 2 times a year for 1 year as per ESMP and as instructed by the PWRD.

D. Total Monitoring Cost Operation Phase Study of survival rate of trees (Plantation and Afforestation) at the end of O&M phase. It includes study of girth size of trees, species identification, tree numbering, geographical coordinate, etc. as per ESMP and as instructed by the PWRD.

Occupational Health & Safety (OHS) Measures Estimate 1. Implementation of Health and Safety plan: Conduct meeting with workers on health and safety by Health and Safety Officer (3 meetings per year during the construction period) as per ESMP and as instructed by the PWRD.

Setting up of Health care centers with first aid supplies for providing immediate first aid and emergency services, 3 centers in three different locations across construction site as per ESMP and as instructed by the PWRD.

Carrying out Medical Checkups for workers at nearby govt. health facilities or through designated govt. doctor (5 times during the construction period) as per ESMP and as instructed by the PWRD.

Carrying out general mock drill for workers by Health and Safety Officer, on Emergencies and evacuations related to construction associated disaster during construction period that may occur during lifting, gear shift, hot work/cold work, etc. as per ESMP and as instructed by the PWRD.

Conduct Demonstration program for workers by Health and Safety Officer on use of safety protective equipment's - one for respiratory protective equipment's and one for non-respiratory protective equipment's as per ESMP and as instructed by the PWRD.

Organise Sensitization program for workers by Health and Safety Officer on maintenance of Hygiene at worksite (3 times during construction period) as per ESMP and as instructed by the PWRD.

2. Training for Workers Conduct training for workers by Health and Safety Officer on Mountain Terrain Safety (yearly twice during construction period) as per ESMP and as instructed by the PWRD.

Carrying out periodic training on Health & Safety for workers by Health and Safety Officer ( 3 times in a year) as per ESMP and as instructed by the PWRD.

Organising training for workers on Work Zone Safety Equipment Handling for workers by Health and Safety Officer (2 times yearly) as per ESMP and as instructed by the PWRD.

Carrying out training on Emergency preparedness and response related to natural disaster in coordination with Disaster Management and Fire service on monthly basis as per ESMP and as instructed by the PWRD.

Conducting monthly training on Landslide & Rock fall Safety Measures by Health and Safety officer on preparedness and response as per ESMP and as instructed by the PWRD.

Maintenance of roads, bridges including all structures, protection works, bioengineerings etc as per the additional specifications for road maintenance Maintenance @ for Second year :

Maintenance of roads, bridges including all structures, protection works, bioengineerings etc. as per the additional specifications for road maintenance Maintenance @ for Third year :

Maintenance of roads, bridges including all structures, protection works, bioengineerings etc. as per the additional specifications for road maintenance Maintenance @ for Fourth year :

Maintenance of roads, bridges including all structures, protection works, bioengineerings etc. as per the additional specifications for road maintenance Maintenance @ for Five year :

A Provisional sum (Fixed Amount) for the items of Utility Shifting , Tree cutting & Aforestation and other unforeseen expenditure of Rs. 1,76,44,503.00 ( Not to be changed by the Bidders in BOQ) as per the preamble of BOQ

SHREE GAUTAM CONSTRUCTION CO. LTD. (BID ID -266371)

ANUPAM NIRMAN PVT. LTD. (BID ID -268715)

HIGH-TECH ECOGREEN CONTRACTORS LLP (BID ID -268742)

DCC Infra Projects Ltd. (BID ID -268628)