SOPD_G_20_21_156 Construction of road from (i) Abhoipur Namghar to Thengal NC (Ch. 0.00 to 880.00 m) (ii) Abhoipuria Seuji Path (Ch. 0.00 to 600.00 m), (iii) Kakotol Path (Moran Natun Nagar) (Ch. 0.00 to 500.00 m), (iv) Serumoni Namghar Path (Ch. 0.0

Amount

ROAD NO 1: Abhoipur Namghar to Thengal NC (Ch.0.00M to Ch.880.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of embankment with approved material obtained from borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

1000mm dia.Single Row NP3 HP Culvert: Earthwork in excavation : Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

ROAD NO 2: Abhoipuria Seuji Path (Ch.0.00M to Ch.600.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

ROAD NO 3: Kakotol Path (Moran Natun nagar) (Ch.0.00M to Ch.500.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

ROAD NO 4 : Serumoni Namghar Path (Ch.0.00M to Ch.810.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

ROAD NO 5 :MN Road to Borbeel Gaon (Ch.0.00M to Ch.710.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of embankment with approved material obtained from borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

ROAD NO 6: Pathalibam to * No Chariali Amguri (Ch.0.00M to Ch.1000.00M) Clearing and grubbing road land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201. (i) By Manual Means A. In area of Non-Thorny Jungle

Construction of embankment with approved material obtained from borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

Granular Sub-Base with Well Graded Material : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , comlete as per Technical specification Clause 401. (ii) For Grading II Material

Water Bound Macadam Sub-base/base: WBM Grading -3 Using Stone Screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100kN in stages to proper grade and camber , applying and brooming , stone screening to fill-up the interstices 0f coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40)having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraints

Traffic Signs A. Retro-reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm beow ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm size board : A.Retro - reflectorised Traffic Signs : (i) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encalsulated lens type reflective sheeting vide Clause 1701.2.3,fixed over aluminium sheeting,2mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 Grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

Painting on Concrete/Steel Surface with Epoxy: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Kilometre Stone: Reinforced cement concrete M15 Grade Kilomete stone/local stone of standard design as per IRC:8 fixing in position including painting and painting etc as per drawing and Technical Specification Clause 1703. (ii) Ordinary Kilometre stone

600mm dia Single Row NP3 HP Culvert: Earthwork in excavation: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.

Bedding for pipe (B) Type B( First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105(ii)

Providing and Laying Reinforced Cement Concrete pipe NP3 as per Design in Single Row: Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 600mm dia

Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and Technical Specification Clause 1109.

Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204 A) With crushed stone (II) PCC Grade M-20 (i) Nominal Mix (1:2:4)

Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land

M/S B. L. AGARWALA