Construction of Bridges in Karbi-Anglong district i.Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti ii.Br. No. 28/1 on Old ND iii.Br. No. 1/1 on NH-39 to RJ Road via Paklangso

Amount

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test ii) Br. No. 2/1 on Old ND

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) ii) Br. No. 2/1 on Old ND

Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job ii) Br. No. 2/1 on Old ND

Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. No. 2/1 on Old ND

Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m ii) Br. No. 2/1 on Old ND

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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Levelling course for Pile cap i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Levelling course for Pile cap ii) Br. No. 2/1 on Old ND

Levelling course for Pile cap iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 2/1 on Old ND

Cement concrete for reinforced concrete in Pile cap & Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Pile & Pile caps, Beams i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Pile & Pile caps, Beams ii) Br. No. 2/1 on Old ND

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Pile & Pile caps, Beams iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 2/1 on Old ND

Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m ii) Br. No. 2/1 on Old ND

Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, riding return walls, fly walls ) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls ii) Br. No. 2/1 on Old ND

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Box Culvert Structure(External wall, Internal wall, Corbel & Haunches, Fly Walls) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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 NH-39 to RJ Road via Paklangso

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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 specifications (1000 mm c/c) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. ii) Br. No. 2/1 on Old ND

Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 2/1 on Old ND

Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m ii) Br. No. 2/1 on Old ND

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 2/1 on Old ND

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 2/1 on Old ND

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/1 on Old ND

Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.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 NH-39 to RJ Road via Paklangso

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 2/1 on Old ND

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 RCC Girder, End Diaphragm, Deck slab i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 RCC Girder, End Diaphragm, Deck slab ii) Br. No. 2/1 on Old ND

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Deck slab iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 2/1 on Old ND

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 NH-39 to RJ Road via Paklangso

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, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. No. 2/1 on Old ND

Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 2/1 on Old ND

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 2/1 on Old ND

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 2/1 on Old ND

Providing and fixing drainage spouts as per MORT & H specifications. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm Filter Media i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm Filter Media ii) Br. No. 2/1 on Old ND

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm Filter Media iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm Filter Media i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm Filter Media ii) Br. No. 2/1 on Old ND

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm Filter Media iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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. 4/1 on NH-39 to Tinglijan via Kachari Basti

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. 2/1 on Old ND

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 NH-39 to RJ Road via Paklangso

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 thickness as per Technical Specification Clause 201. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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 thickness as per Technical Specification Clause 201. ii) Br. No. 2/1 on Old ND

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 thickness as per Technical Specification Clause 201. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 2/1 on Old ND

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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross- sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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. ii) Br. No. 2/1 on Old ND

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. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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. i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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) Br. No. 2/1 on Old ND

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. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 2/1 on Old ND

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 2/1 on Old ND

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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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. ii) Br. No. 2/1 on Old ND

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. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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. 4/1 on NH-39 to Tinglijan via Kachari Basti

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. 2/1 on Old ND

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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) 600mm equilateral triangle i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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) 600mm equilateral triangle ii) Br. No. 2/1 on Old ND

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) 600mm equilateral triangle iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

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 iv) 800mm x 600mm rectangular i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

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 iv) 800mm x 600mm rectangular ii) Br. No. 2/1 on Old ND

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 iv) 800mm x 600mm rectangular iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Metal Beam Crash Barrier, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Metal Beam Crash Barrier, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 2/1 on Old ND

Metal Beam Crash Barrier, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 2/1 on Old ND

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Tree Plantation 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. 4/1 on NH-39 to Tinglijan via Kachari Basti

Tree Plantation 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. 2/1 on Old ND

Tree Plantation 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 NH-39 to RJ Road via Paklangso

Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 2/1 on Old ND

Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 2/1 on Old ND

Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 2/1 on Old ND

Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 2/1 on Old ND

Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 2/1 on Old ND

Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 2/1 on Old ND

Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 2/1 on Old ND

Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) ii) Br. No. 2/1 on Old ND

Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

Training related to Capacity Building i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

Training related to Capacity Building ii) Br. No. 2/1 on Old ND

Training related to Capacity Building iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso

A Provisional sum (Fixed Amount) for the items of Utility Shifting of Rs. 40,000.00 (not to be changed by the Bidders in BOQ) i) Br. No. 4/1 on NH-39 to Tinglijan via Kachari Basti

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 34,226.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 2/1 on Old ND

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 86,892.00 (not to be changed by the Bidders in BOQ) iii) Br. No.1/1 on NH-39 to RJ Road via Paklangso