Construction of Bridges in Dibrugarh District i.Br.1/1 on Deroi Natun Line to Namupather Rd ii. Br.2/2 on Tingkhong Sripuria Rd iii. Br.1/1 on Dewachali Rd

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m (iii) Br.No. 1/1 on Dewachali Road

Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m (ii) Br.No.2/2 on Tingkhong Sripuria Road

Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1200 (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1200 (iii) Br.No. 1/1 on Dewachali Road

Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1000 (ii) Br.No.2/2 on Tingkhong Sripuria Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t) (iii) Br.No. 1/1 on Dewachali Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t (iii) Br.No. 1/1 on Dewachali Road

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t (ii) Br.No.2/2 on Tingkhong Sripuria Road

Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. (iii) Br.No. 1/1 on Dewachali Road

Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer (iii) Br.No. 1/1 on Dewachali Road

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer (ii) Br.No.2/2 on Tingkhong Sripuria Road

Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. (iii) Br.No. 1/1 on Dewachali Road

Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer (iii) Br.No. 1/1 on Dewachali Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer (ii) Br.No.2/2 on Tingkhong Sripuria Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

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. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

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. (iii) Br.No. 1/1 on Dewachali Road

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. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (iii) Br.No. 1/1 on Dewachali Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (iii) Br.No. 1/1 on Dewachali Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. (iii) Br.No. 1/1 on Dewachali Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.For T beam and slab, 1) Height up to 5.0 m. (iii) Br.No. 1/1 on Dewachali Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m (iii) Br.No. 1/1 on Dewachali Road

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m (ii) Br.No.2/2 on Tingkhong Sripuria Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (iii) Br.No. 1/1 on Dewachali Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (ii) Br.No.2/2 on Tingkhong Sripuria Road

Drainage Spouts complete as per drawing and Technical specification (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Drainage Spouts complete as per drawing and Technical specification (iii) Br.No. 1/1 on Dewachali Road

Drainage Spouts complete as per drawing and Technical specification (ii) Br.No.2/2 on Tingkhong Sripuria Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (iii) Br.No. 1/1 on Dewachali Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (ii) Br.No.2/2 on Tingkhong Sripuria Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (iii) Br.No. 1/1 on Dewachali Road

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department (iii) Br.No. 1/1 on Dewachali Road

Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department (ii) Br.No.2/2 on Tingkhong Sripuria Road

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format (iii) Br.No. 1/1 on Dewachali Road

Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (iii) Br.No. 1/1 on Dewachali Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder (iii) Br.No. 1/1 on Dewachali Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 (iii) Br.No. 1/1 on Dewachali Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 (ii) Br.No.2/2 on Tingkhong Sripuria Road

Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) (iii) Br.No. 1/1 on Dewachali Road

Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. (iii) Br.No. 1/1 on Dewachali Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer (iii) Br.No. 1/1 on Dewachali Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer (ii) Br.No.2/2 on Tingkhong Sripuria Road

Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer (iii) Br.No. 1/1 on Dewachali Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer (ii) Br.No.2/2 on Tingkhong Sripuria Road

Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (iii) Br.No. 1/1 on Dewachali Road

Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (ii) Br.No.2/2 on Tingkhong Sripuria Road

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. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

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. (iii) Br.No. 1/1 on Dewachali Road

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. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (iii) Br.No. 1/1 on Dewachali Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land (iii) Br.No. 1/1 on Dewachali Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land (ii) Br.No.2/2 on Tingkhong Sripuria Road

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 Technical Specification Clause 303.1. (a) from private land (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

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 Technical Specification Clause 303.1. (a) from private land (iii) Br.No. 1/1 on Dewachali Road

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 Technical Specification Clause 303.1. (a) from private land (ii) Br.No.2/2 on Tingkhong Sripuria Road

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.A)By Mix in Place Method (ii) for grading- II Material (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

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.A)By Mix in Place Method (ii) for grading- II Material (iii) Br.No. 1/1 on Dewachali Road

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.A)By Mix in Place Method (ii) for grading- II Material (ii) Br.No.2/2 on Tingkhong Sripuria Road

WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means (iii) Br.No. 1/1 on Dewachali Road

WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means (ii) Br.No.2/2 on Tingkhong Sripuria Road

WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. (b) By Manual Means (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. (b) By Manual Means (iii) Br.No. 1/1 on Dewachali Road

WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. (b) By Manual Means (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints (iii) Br.No. 1/1 on Dewachali Road

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints (ii) Br.No.2/2 on Tingkhong Sripuria Road

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 (iii) Br.No. 1/1 on Dewachali Road

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle (iii) Br.No. 1/1 on Dewachali Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular (iii) Br.No. 1/1 on Dewachali Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular (ii) Br.No.2/2 on Tingkhong Sripuria Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular (iii) Br.No. 1/1 on Dewachali Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular (ii) Br.No.2/2 on Tingkhong Sripuria Road

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) (iii) Br.No. 1/1 on Dewachali Road

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department (ii) Br.No.2/2 on Tingkhong Sripuria Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. (ii) Br.No.2/2 on Tingkhong Sripuria Road

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. (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

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. (iii) Br.No. 1/1 on Dewachali Road

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. (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (iii) Br.No. 1/1 on Dewachali Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (ii) Br.No.2/2 on Tingkhong Sripuria Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) (iii) Br.No. 1/1 on Dewachali Road

A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 1,14,906.00 (not to be changed by the Bidder in BOQ) (i) Br.No.1/1 on Deroi Natun Line to Nemupather Road

A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 2,87,266.00 (not to be changed by the Bidder in BOQ) (ii) Br.No.2/2 on Tingkhong Sripuria Road

A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 2,87,266.00 (not to be changed by the Bidder in BOQ) (iii) Br.No. 1/1 on Dewachali Road