Construction of Bridges in Lakhimpur district i) Br 2/1 NH 15 to Ratanpur Nepali Road ii) Br 1/1 Kadam Seajuli Akarabasti Road via Tenga Basti iii) Br 2/1 Tulshijan to No. 2 Tulshijan iv) Br 1/1 Bhoma Lagachu to Akoria

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. By Manual Means (B) RCC. (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

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. By Manual Means (B) RCC. (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser PCC Grade M15 (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser RCC Grade M35. (i) Using Concrete Mixer (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser RCC Grade M25. (i) Using Concrete Mixer (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali Road

Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 25 (i) Using Concrete Mixer (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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, complete as per drawing and approved technical specification. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer i) For solid slab super-structure a)Height up to 5m (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Drainage Spouts complete as per drawing and Technical specification (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Drainage Spouts complete as per drawing and Technical specification (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

Drainage Spouts complete as per drawing and Technical specification (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

Drainage Spouts complete as per drawing and Technical specification (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. ) A For plain surface ( kerb +crash Barrier) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

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-20 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. 2/1 on NH 15 to Ratanpur Nepali Road

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Curtain wall, Levelling course Cement concrete grade M 10 (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, Curtain wall 1202 & 1203 A with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Total nos 2*8= 16 (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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 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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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. (a) from private land (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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.A)By Mix in Place Method (ii) for grading- II Material (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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.(i) Including Edge block/ Edge restraints (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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. (i) 600mm equilateral triangle (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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) 800mm x 600mm rectangular (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga 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. (iii) 600mm circular (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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.) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

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 (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali Road

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii. (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii. (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

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

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

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

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

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 Kadam Seajuli Akarabasti Road via Tenga Basti

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

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. 2/1 on NH 15 to Ratanpur Nepali 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. 1/1 on Bhoma Lagachu to Akoria

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

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

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (i) Br. No. 2/1 on NH 15 to Ratanpur Nepali Road

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (ii) Br.No. 1/1 on Bhoma Lagachu to Akoria

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (iii) Br.No.1/1 on Kadam Seajuli Akarabasti Road via Tenga Basti

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) (iv) Br.No.2/1 on Tulshijan to No. 2 Tulshijan

A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 2,29,812.80 (not to be changed by the Bidder in BOQ)