SOPD_G_20_21_34 Construction/Improvement of Roads and Drainage system in and around Jagiroad Town under SOPD-G for the year 2020-21.

Amount

1.Outlet Drain from Ghunusha Habi to NH -715A Bridge outlet Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Plain Cement concrete 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compactd by vibration including curing for 14 days.

Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

supplying ,fitting TMT IS:1786 Fe500 D TMT bar in foundation complete as per drawing and Technical specification.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

2.Open Boulder Drain at Nizarapaar Hill side (Balanced portion) 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. || Excavation for Structures || Marshy Soil || Manual Means(with dewatering) || Depth upto 3 m. Marshy Soil A. Manual means . ii) With dewatering

Removable of Unserviceable Soil with Disposal upto 5 Km (Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Providing soling Providing soling under floor at all levels with best quality bricks/stone and sand filling etc complete as directed. (B) 15 cm stone soling

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.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification B. Random Rubble Masonry

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.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

RCC load bearing drain at Nizarapar road (Part-II) 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. || Excavation for Structures || Marshy Soil || Manual Means(with dewatering) || Depth upto 3 m. Marshy Soil A. Manual means . ii) With dewatering

Removable of Unserviceable Soil with Disposal upto 5 Km (Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Providing soling Providing soling under floor at all levels with best quality bricks/stone and sand filling etc complete as directed. (B) 15 cm stone soling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone IV. R.C.C Grade M20

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.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular Materials

RCC drain from Naren Hazarika House towards NH-37 service road Drain(Part-I) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

12.4) :- Plain Cement concrete 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compactd by vibration including curing for 14 days.

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

12.40.b.):- supplying ,fitting TMT IS:1786 Fe500 Dbar in foundation complete as per drawing and Technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

Open Boulder drain from Naren Hazarika House towards NH-37 service road 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. || Excavation for Structures || Marshy Soil || Manual Means(with dewatering) || Depth upto 3 m. Marshy Soil A. Manual means . ii) With dewatering

Removable of Unserviceable Soil with Disposal upto 5 Km (Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Providing soling Providing soling under floor at all levels with best quality bricks/stone and sand filling etc complete as directed. (B) 15 cm stone soling

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.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification B. Random Rubble Masonry

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.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

RCC Box cell culvert at Markankuchi Nizarapar Link Road(L=7.50m) 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. || Excavation for Structures || Ordinary soil || Manual Means(with dewatering) || Depth upto 3 m

Removable of Unserviceable Soil with Disposal upto 5 Km(Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Providing soling under floor at all levels with best quality bricks/stone and sand filling etc complete as directed. (B) 15 cm stone soling

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. PCC 1:3:6 in Foundation

Supplying, fitting and placing TMT IS 1786 Fe500 D bar reinforcement in founadtion complete as per technical specifications reinforcement in foundation complete as per drawing and technical specification. A) TMT-IS 1786b(Fe 500 D) primary producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering form work. D. RCC Grade M-20. Case-I Using Concrete mixer

Backfilling behind abutment,wing wall and return wall completeas per Drawing & Technical Specification clause 1204.3.8

Construction of RCC Box cell culvert at outlet drain(IB) 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. || Excavation for Structures || Ordinary soil || Manual Means(with dewatering) || Depth upto 3 m

Removable of Unserviceable Soil with Disposal upto 5 Km(Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Providing soling under floor at all levels with best quality bricks/stone and sand filling etc complete as directed. (B) 15 cm stone soling

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. PCC 1:3:6 in Foundation

Supplying, fitting and placing TMT IS 1786 Fe500 D bar reinforcement in founadtion complete as per technical specifications reinforcement in foundation complete as per drawing and technical specification. A) TMT-IS 1786b(Fe 500 D) primary producer (TATA/SAIL/Esser Steel/Jindal Panther steel/Shyam steel or equivalent)

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering form work. D. RCC Grade M-20. Case-I Using Concrete mixer

Backfilling behind abutment,wing wall and return wall completeas per Drawing & Technical Specification clause 1204.3.8

RCC load bearing drain at Indira Nagar (Part-I) 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

RCC load bearing drain at Indira Nagar (Part-II) 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC drain at Kishor Club to JM road 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC drain at Jyotikuchi road 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

12.4) :- Plain Cement concrete 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compactd by vibration including curing for 14 days.

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

12.40.b.):- supplying ,fitting TMT IS:1786 Fe500 D TMT bar in foundation complete as per drawing and Technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

RCC drain at Jyotikuchi road(Pt-1) 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

12.4) :- Plain Cement concrete 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compactd by vibration including curing for 14 days.

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

12.40.b.):- supplying ,fitting TMT IS:1786 Fe500 D TMT bar in foundation complete as per drawing and Technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

RCC drain at Jagiroad Baghjap Road (Namghar side) 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC drain at Charankuchi Area 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC drain at Sports Associiation Field South side road 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC drain at Jagiroad Baghjap Road towards Jyotiluchi 12.1/I/A/(a)(i)):- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, Upto 3m Depth

17.39.c):- Removal of unservicible soil with disposal upto 5 km (Removal of unserviciable soil including excavation, loading and disposal upto 1000 meter and then upto (within a distance of 5 km. lead in suitable places.

17.39/C) Soling under floor Soling under floor at all levels with best quality bricks/stone and sand filling etc. complete as directed.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone 1.PCC Grade M10 ( Nominal mix1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.8.c) :- Plain/Reinforcedd cement concrete in open foundation complete as per drawing and technical specification. E. RCC Grade M-20 Height upto 5m Using concrete Mixer

13.8);- Providing weep holes in Brick masonary/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 the drawing face . Complete as per drawing and technical specification.

13.90) :- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

Painting on Concrete/Steel Surfaces 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

RCC Drain Cum Footpath on Boghara Domal Ahatguri Road Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.

Excavation in Soil with Dozer with lead upto 100 metres Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.). Quantity Statment - 1 (Rate as per SOR (SH&MDR) 2018-19)

Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material .Quantity Statment - 2 (Rate as per SOR (SH&MDR) 2018-19)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.) . A. iii) b.Grading- III Quantity Statment - 3 (Rate as per SOR (SH&MDR) 2018-19)

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.Quantity Statment -4 (Rate as per SOR (SH&MDR) 2018-19)

Construction of embankement 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.) A) From Private Land Tender ) Quantity as per Analysis-1

Providing stone brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling,Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

Plain/Reinforced cement concrete, in open & 2100 foundation complete as per drawing and technical specification including steel shuttering formwork. A. PCC Grade M15 , Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

Supplying, fitting and and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

Plain/Reinforced Cement Concrete, in Sub structure Complete as per Drawing and Technical Specification and steel shuttering formwork. F. RCC Gr-M-25 a) Case-I Using concrete mixer , Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

6.06 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. Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy material. Quantity as per Analysis-1 (Rate as per SOR (SH&MDR) 2018-19)

Deosal to Banffor Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Rate as per SOR - 2017-18

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Rate as per SOR - 2017-18

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A. With Crushed Stone RCC Grade M20 for Height upto 5m Qty. as per Statement No. - 6Rate as per SOR - 2017-18

Supplying, fitting and placing TMT bar reinforcement (Fe-500) in sub-structure complete as per drawing and technical specifications Clauses 1002, 105, 1010 & 1202 Qty. as per Statement No. - 6 Rate as per SOR - 2017-18

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202 A. With crushed stone Rate as per SOR - 2017-18

Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, as per drawings and technical specifications clauses 800, 900 and 1208.3 Rate as per SOR - 2017-18

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. B. Sany Materials

Hawlabheti Chariali to E&D Bandh Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Kumoi Nizarapar Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Manaha Kacharigaon Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Rly. Gate at Nakhola Grant to Tegheria Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Ghunusha Habi to Uttar Tegheria Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Nizarapar Link Road beside Lions Club Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Nizarapar Hill Side road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 4/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 5/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.6/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No-7/11.4.A.iii:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C Grade M20 Qty=2xx425.00x0.30x0.30=

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Road from NH-37 to Silbhanga Shiv Mandir Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Road around Jagiroad Sports Association Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Road from Darangial Gaon to Jagichaki High School Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, ------------including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 4/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 5/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification =========== as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.6/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504

Item No. 7/ 10.2: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 --------------- as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Item No. 7/ 10.2: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 --------------- as per drawings and Technical Specification Clause 801 (v)600mm x 450mm rectangular

Item No-10/16.38:Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

Indira Nagar Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Kishor Club Road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No-2/3.15-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 upto 1000 metres.)

Item No. 4/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 5/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.6/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504

Item No-7/10.2(B)Providing and fixing of retro-refrectrolised sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on RCC post 100 mm X 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450mm X 450mm X 600mm below ground level as per approved drawing and Technical specification clause 801. (ii)60 cm equilateral tringle

Item No-7/10.2(B)Providing and fixing of retro-refrectrolised sign as per IRC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on RCC post 100 mm X 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450mm X 450mm X 600mm below ground level as per approved drawing and Technical specification clause 801. (iii)60 cm circular

Kishor Club Road Link road Item No-2/3.15-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 upto 1000 metres.)

Item No. 4/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 5/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.6/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504

Road from NH 37 to Hema Chetia House Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Kishor Club Road to Sanimandir road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Road from NH 37 to Silbhanga Hill side Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Road from SBI Jyotinivas road to Loken Bora House Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Road From Balipathar Village To Balipathar Tup 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 beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of embankement 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.) A) From Private Land

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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means

Providing and laying interlocking concrete block pavement including carriage having thickness (Excluding Edge restrain) (a) 80mm as per IS 15658 2006 (Compressive strength 40N/mm sq.

(C) Providing and laying Edge block/Edge restraints 300mmx300mmx150mm of (c.c) M 40 Grade including carriage as per Technical specification clause 1504.

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) (i) 60cm equilateral traingle

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) 60cm circular

Widening of Jagiroad Morigaon Road (balance portion at Jagiroad Town) Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres)

Removable of Unserviceable Soil with Disposal upto 5 Km (Removable of unserviceable soil including excavation, loading and disposal upto 1000 metres and then upto (within a ditance of) 5 Km lead in suitable places )

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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, complete as per Technical Specification Clause 401. ii) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Providing and laying coloured interlocking Concrete Block pavement (ICBP)(Consisting 15 mm thick colour pegment)conforming to IS15658-2006 including all lead and lift complete as per technical specification and as directed

Providing , Fitting and fixing mild steel railing complete as per drawing and technical specifications.

NBMRK Road (At Santipur) to Amkata Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No-4/3.2:Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

NH-37 to Amlighat Bazar Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Barbheti PWD road to Sankardev School Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, ------------including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 4/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 5/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification =========== as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.6/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504

Item No. 7/ 10.2: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 --------------- as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Item No. 7/ 10.2: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 --------------- as per drawings and Technical Specification Clause 801 (v)600mm x 450mm rectangular

Excavation for structures E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil, (i) Upto 3.00 m depth (without dewatering). Face wall

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203.

Brick Masonry work in cement mortar Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

NH 37 at Amlighat to Sindhsar Smasan road Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 ii)Excluding Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

Road at Jyotikuchi village Item No: 1/2.2: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201 By Manual Means: In area of non-thorny jungle

Item No: 2/3.4: Construction of embankment with approved materials 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means: Private Land

Item No: 3/3.14: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Item No. 5/.4.1: 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, complete as per Techincal Specification Clause 401: For Grading II Materials

Item No. 6/4.7: Water Bound Macadam. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening 3. A.: WBM Grading III

Item No.7/6.7: Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504 i)Including Edge block/ Edge restraints

Item No. 8/ 10.2: 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 roperly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii)60 cm equilateral tringle

North East Plantations & Commercial Pvt Ltd