Upgradation and 4_year maintenance of Corridor_2 Semkhor (Km. 30/700) to Near Maibang (Km 54/476) Package length 23.546 Km under ADRHARDP

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

Construction of Earthen Shoulders (Construction of earthen shoulders with approved material obtained from Road Excavation 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 deptt.) 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

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead) as per MORTH Technical Specifications Clause 305.4.3

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 deptt.) 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

Dressing & profiling the existing pavement surface layer of the road from edge to edge of the existing carriage way upto a depth of 100mm. Filling low spots by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORTH specifivation section 400 and as directed by the dept.

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 deptt.) 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 deptt.) 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 deptt.) 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 MORTH specification clause No. 507 complete in all respects) ( including carriage of mixed materials from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) course complete as per MORTH Technical Specification Clause No. 507. GradingII

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 of mixed materials from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) Technical Specification Clause No. 509 & 521 Grading-II

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

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 b) 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.

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 .( including carriage from quarry.) (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

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. FOR 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

Earthwork excavation in foundation for Lined Drain 'Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads ) as per Morth Specification section 301

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Morth Specification section 408 (PCC - M- 15) Leveling Course for Covered Drain

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification 1500, 1700 & 21000 and including steel shuttering formwork. Case-ii - (RCC M- 25) For Covered Drain Bottom slab

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification 1500, 1700 & 21000 and including steel shuttering formwork. Case-ii -RCC M- 25) for Covered Drain Side Walls

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification 1500, 1700 & 21000 and including steel shuttering formwork. Case-ii -(RCC M- 25) for Covered drain Top Slab

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. For Covered Drain

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) 50 mm Thick Bed Concrete -as per Technical Specifications 2100 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

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

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 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

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

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.

Supply and Providing of 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 Vegetation/Planting 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) Double Chevron (1550 x 600)

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) v) Hazard Markers (900 mm x 300 mm)

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.

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 and fixing of Mild Steel Pedestrian Guard rails in Built-up Locations 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2meters center to center, complete as per approved drawing. complete as per drawing and as per the directions of the Engineer as per drawing and Technical Specifications.

Providing DSML15WD AUTOMATIC SOLAR STREET LIGHT Product Code: DSML15WD, Brand: DRISHYAA, Item Type: Solar Street Light, Water Resistance IP Level: 65, 5 Year warranty, LED Lifetime: 5000 Hrs, Solar panel: 50W, Watt: 15, Solar Panel Life Span: 25 Years, Battery Type: Lithium Phosphate Battery, Battery Capacity 20 Ah, Charge Type: Solar, Charging Time: 6-8 Hours, GI Pole: 6 MTR, Wire 1 sq mm 2 core copper cable 3 mtr, Including Installation & commissioning and Other accessories: Panel Structure, Connectors, Nut Bolts. In Buildup Area

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,maintennace, all taxes, overhead and profits etc. Tipper 5 m3 capacity

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

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

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

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

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

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

ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN: A. Pre-Construction Phase Prepare, 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.

Statutory compliance by the contractor to No Objection Certificate (NoC) issued by Archaeological Survey of India (ASI) as instructed by the PWRD and submission of Statutory Compliance Report on the terms and conditions of NoC to ASI and PWRD. (Payment to be made on receipt of confirmatory comments from ASI to the Compliance Report submitted)

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 training on GRM during Construction phase for contractor staff and workforce through NGOs as specified in ESMP and as instructed by the PWRD.

Organising quarterly training on GVB/ 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.

Noise Attenuation at sensitive areas (such as school, hospitals, place of worship, etc.) through supply and provision of noise barriers as specified in ESMP and as instructed by the PWRD. Supply and provide the noise barriers of hollow brick wall/ reinforced concrete panels with height of 2.0 m.

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 4 location 4 times a year for two years as per ESMP and as instructed by the PWRD.

Ambient Noise level monitoring at 7 locations 4 times a year for 2 years as per ESMP and as instructed by the PWRD.

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

Water (ground water) Quality monitoring at 5 location 3 times a year for 2 years as per ESMP and as instructed by the PWRD.

Soil Quality monitoring at 5 location 4 times a year for 2 years as per ESMP and as instructed by the PWRD.

C. Operation Phase Monitoring (By the O&M Contractor/APWRD) Ambient Air Quality monitoring at 4 location 2 times for 1 year as per ESMP and as instructed by the PWRD.

Ambient Noise level monitoring at 10 locations 2 times for 1 year as per ESMP and as instructed by the PWRD.

Water (surface water) Quality monitoring at 5 location 2 times a year for 1 year as per ESMP and as instructed by the PWRD.

Water (Ground water) Quality monitoring at 5 location 2 times a year for 1 year as per ESMP and as instructed by the PWRD.

Soil Quality monitoring at 5 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.4,64,32,329.00 ( Not to be changed by the Bidders in BOQ) as per the preamble of BOQ

Anusha Projects Private Limited (BID ID -264067)

ABCI Infrastructures Pvt Ltd. (BID ID -267322)

ANUPAM NIRMAN PVT. LTD. (BID ID -267422)

DCC Infra Projects Ltd. (BID ID -266682)