Construction of Bridges in Jorhat district i. Br no. 3/1 on Bhotia Gaon Road ii. Br no. 4/1 on Bohikhuaghat ali road iii. Br no. 1/1 on Seujipar road and iv. Br no. 2/1 on new Toklai road

Amount

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. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Dismantling of Structures, 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 Mechanical Means (B) RCC i. Br. No. 3/1 Bhotia Gaon

Dismantling of Structures, 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 Mechanical Means (B) RCC iii. Br. No. 1/1 Seujpar Road

Dismantling of Structures, 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 Mechanical Means (B) RCC iv. Br. No. 2/1 New Toklai Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., (I) Without plasticiser (A) PCC Grade M15 i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., (I) Without plasticiser (A) PCC Grade M15 iv. Br. No. 2/1 New Toklai Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer i. Br. No. 3/1 Bhotia Gaon

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer ii. Br. No. 4/1 Bohikhuaghat Ali

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer iii. Br. No. 1/1 Seujpar Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (H) RCC M35 Grade (i) Using Concrete Mixer iv. Br. No. 2/1 New Toklai Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer i. Br. No. 3/1 Bhotia Gaon

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer ii. Br. No. 4/1 Bohikhuaghat Ali

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer iii. Br. No. 1/1 Seujpar Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(I) Without plasticiser (E) RCC M25 Grade (i) Using Concrete Mixer iv. Br. No. 2/1 New Toklai 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. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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) iv. Br. No. 2/1 New Toklai Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer i. Br. No. 3/1 Bhotia Gaon

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer ii. Br. No. 4/1 Bohikhuaghat Ali

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer iii. Br. No. 1/1 Seujpar Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer iv. Br. No. 2/1 New Toklai Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer i. Br. No. 3/1 Bhotia Gaon

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer ii. Br. No. 4/1 Bohikhuaghat Ali

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer iii. Br. No. 1/1 Seujpar Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (F) RCC Grade M25 (a) Height upto 5 M using plasticiser, using concrete mixer iv. Br. No. 2/1 New Toklai Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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) iv. Br. No. 2/1 New Toklai Road

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical specification. i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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. iv. Br. No. 2/1 New Toklai Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i. Br. No. 3/1 Bhotia Gaon

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii. Br. No. 4/1 Bohikhuaghat Ali

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

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

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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. iv. Br. No. 2/1 New Toklai Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (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. 3/1 Bhotia Gaon

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (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 ii. Br. No. 4/1 Bohikhuaghat Ali

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (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 iii. Br. No. 1/1 Seujpar Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (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 iv. Br. No. 2/1 New Toklai Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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) iv. Br. No. 2/1 New Toklai Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i. Br. No. 3/1 Bhotia Gaon

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii. Br. No. 4/1 Bohikhuaghat Ali

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

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iv. Br. No. 2/1 New Toklai Road

Drainage Spouts complete as per drawing and Technical specification i. Br. No. 3/1 Bhotia Gaon

Drainage Spouts complete as per drawing and Technical specification ii. Br. No. 4/1 Bohikhuaghat Ali

Drainage Spouts complete as per drawing and Technical specification iii. Br. No. 1/1 Seujpar Road

Drainage Spouts complete as per drawing and Technical specification iv. Br. No. 2/1 New Toklai Road

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i. Br. No. 3/1 Bhotia Gaon

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii. Br. No. 4/1 Bohikhuaghat Ali

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

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iv. Br. No. 2/1 New Toklai Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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) iv. Br. No. 2/1 New Toklai Road

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. 3/1 Bhotia Gaon

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) ii. Br. No. 4/1 Bohikhuaghat Ali

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) iii. Br. No. 1/1 Seujpar Road

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) iv. Br. No. 2/1 New Toklai Road

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 i. Br. No. 3/1 Bhotia Gaon

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 ii. Br. No. 4/1 Bohikhuaghat Ali

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 iii. Br. No. 1/1 Seujpar Road

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 (iii) Cement concrete grade M 10 iv. Br. No. 2/1 New Toklai Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) i. Br. No. 3/1 Bhotia Gaon

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) ii. Br. No. 4/1 Bohikhuaghat Ali

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) iii. Br. No. 1/1 Seujpar Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) iv. Br. No. 2/1 New Toklai 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. 3/1 Bhotia Gaon

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall ii. Br. No. 4/1 Bohikhuaghat Ali

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall iii. Br. No. 1/1 Seujpar Road

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall iv. Br. No. 2/1 New Toklai Road

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA i. Br. No. 3/1 Bhotia Gaon

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA ii. Br. No. 4/1 Bohikhuaghat Ali

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

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 (i) Rubble stone laid in cement mortar 1:3 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA iv. Br. No. 2/1 New Toklai 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. 3/1 Bhotia Gaon

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) ii. Br. No. 4/1 Bohikhuaghat Ali

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) iii. Br. No. 1/1 Seujpar 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) iv. Br. No. 2/1 New Toklai Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i. Br. No. 3/1 Bhotia Gaon

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii. Br. No. 4/1 Bohikhuaghat Ali

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

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iv. Br. No. 2/1 New Toklai Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

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. 3/1 Bhotia Gaon

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 ii. Br. No. 4/1 Bohikhuaghat Ali

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 iii. Br. No. 1/1 Seujpar Road

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 iv. Br. No. 2/1 New Toklai 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. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed. i. Br. No. 3/1 Bhotia Gaon

Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed. ii. Br. No. 4/1 Bohikhuaghat Ali

Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed. iii. Br. No. 1/1 Seujpar Road

Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed. iv. Br. No. 2/1 New Toklai Road

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular i. Br. No. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

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

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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.) iv. Br. No. 2/1 New Toklai Road

Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. i. Br. No. 3/1 Bhotia Gaon

Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. ii. Br. No. 4/1 Bohikhuaghat Ali

Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. iii. Br. No. 1/1 Seujpar Road

Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. iv. Br. No. 2/1 New Toklai Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) i. Br. No. 3/1 Bhotia Gaon

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) ii. Br. No. 4/1 Bohikhuaghat Ali

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) iii. Br. No. 1/1 Seujpar Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) iv. Br. No. 2/1 New Toklai 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. 3/1 Bhotia Gaon

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. 4/1 Bohikhuaghat Ali

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 Seujpar 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 iv. Br. No. 2/1 New Toklai Road

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 i. Br. No. 3/1 Bhotia Gaon

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 ii. Br. No. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) i. Br. No. 3/1 Bhotia Gaon

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) ii. Br. No. 4/1 Bohikhuaghat Ali

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) iii. Br. No. 1/1 Seujpar Road

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.) iv. Br. No. 2/1 New Toklai Road

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

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii. Br. No. 4/1 Bohikhuaghat Ali

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

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 New Toklai Road

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i. Br. No. 3/1 Bhotia Gaon

Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii. Br. No. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

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

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. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i. Br. No. 3/1 Bhotia Gaon

Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii. Br. No. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

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

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. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i. Br. No. 3/1 Bhotia Gaon

Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii. Br. No. 4/1 Bohikhuaghat Ali

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 Seujpar Road

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 New Toklai Road

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

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. 4/1 Bohikhuaghat Ali

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

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 New Toklai Road

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i. Br. No. 3/1 Bhotia Gaon

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii. Br. No. 4/1 Bohikhuaghat Ali

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

Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iv. Br. No. 2/1 New Toklai Road

A Provisional sum (Fixed Amount) for the items of utility shifting and tree felling/plantation of Rs.1,08,726.00 (not to be changed by the Bidders in BOQ) iv. Br. No. 2/1 New Toklai Road