Construction of Bridges in Nalbari district i.1/1 Chilling to Jabrihati Rd ii.1/1 Tantrasankara to Nalbari Rd iii.1/1 Howlighat over Baralia Jan of Brahmaputra River Emb iv.1/1 Chakla LP School to No2 Kandhabari Baralia Pub Par Rd

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) Br. No. 1/1 on Chilling to Jabrihati Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. i) Br. No. 1/1 on Chilling to Jabrihati Road

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land i) Br. No. 1/1 on Chilling to Jabrihati Road

Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5 i. Private Land iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land i) Br. No. 1/1 on Chilling to Jabrihati Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Construction of granular sub-base by providing well grade 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. For grading II material i) Br. No. 1/1 on Chilling to Jabrihati Road

Construction of granular sub-base by providing well grade 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. For grading II material ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Construction of granular sub-base by providing well grade 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. For grading II material iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Construction of granular sub-base by providing well grade 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. For grading II material iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading II Material iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

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

Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600 mm Equilateral triangle i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600 mm Equilateral triangle ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600 mm Equilateral triangle iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600 mm Equilateral triangle iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600 mm Circular i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600 mm Circular ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600 mm Circular iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600 mm Circular iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600 mm X 450 mm Rectangular i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600 mm X 450 mm Rectangular ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600 mm X 450 mm Rectangular iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600 mm X 450 mm Rectangular iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. i) Br. No. 1/1 on Chilling to Jabrihati Road

Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 i) Br. No. 1/1 on Chilling to Jabrihati Road

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed. i) Br. No. 1/1 on Chilling to Jabrihati Road

Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par 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. 1/1 on Chilling to Jabrihati 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) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. II By Mechanical Means (B) Reinforced Cement Concrete i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and constructing one span service road to reach island location from one pier location to another pier location. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and constructing one span service road to reach island location from one pier location to another pier location. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material Ordinary Soil Upto 3 m depth i) Br. No. 1/1 on Chilling to Jabrihati Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material Ordinary Soil Upto 3 m depth ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material Ordinary Soil Upto 3 m depth iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material Ordinary Soil Upto 3 m depth iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material Ordinary Soil 3m to 6m depth iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge. i) Br. No. 1/1 on Chilling to Jabrihati Road

MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm) i) Br. No. 1/1 on Chilling to Jabrihati Road

Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test i) Br. No. 1/1 on Chilling to Jabrihati Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test i) Br. No. 1/1 on Chilling to Jabrihati Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Levelling course for Pile cap i) Br. No. 1/1 on Chilling to Jabrihati Road

Levelling course for Pile cap iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 Nominal mix (1:2.5:5) i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 Nominal mix (1:2.5:5) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 Nominal mix (1:2.5:5) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using concrete mixture.RCC M35 i) Br. No. 1/1 on Chilling to Jabrihati Road

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using concrete mixture.RCC M35 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M35 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M30 i) Br. No. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M30 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M30 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Curb RCC M35 Grade ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Steining RCC M35 Grade ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 3m upto 10m depth ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 10m upto 20m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 3m upto 10m depth ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Beyond 10m upto 20m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Top Plug Grade M 20 Using Concrete Mix ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Bottom Plug Grade M 20 Using Concrete Mix ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Sand filling in wells complete as per drawing and technical specifications ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Cap RCC M35 Grade ii) Br. No. 1/1 on Tantrasankara to Nalbari 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 Tantrasankara to Nalbari Road

Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203. PCC grade M 15 (1:2.5:5) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. PCC Grade M-15 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par 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 specifications clauses 1205.5.7 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m i) Br. No. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height 5m To 10m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height 5m To 10m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m i) Br. No. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10 m i) Br. No. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10 m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10 m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing 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 elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing 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 elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing 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 elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par 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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification i) Br. No. 1/1 on Chilling to Jabrihati 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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification ii) Br. No. 1/1 on Tantrasankara to Nalbari 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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par 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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. i) Br. No. 1/1 on Chilling to Jabrihati Road

High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture Height upto 5m i) Br. No. 1/1 on Chilling to Jabrihati Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture Height upto 5m ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture Height upto 5m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture. Height 5m to 10m RCC/PSC Grade M35 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) i) Br. No. 1/1 on Chilling to Jabrihati Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/1 on Chilling to Jabrihati Road

Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Drainage Spouts complete as per drawing and Technical specifications. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Drainage Spouts complete as per drawing and Technical specifications. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) i) Br. No. 1/1 on Chilling to Jabrihati Road

PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Reinforced cement concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. i) Br. No. 1/1 on Chilling to Jabrihati Road

Reinforced cement concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Reinforced cement concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Reinforced cement concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

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, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete i) Br. No. 1/1 on Chilling to Jabrihati Road

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, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

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, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

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, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 i) Br. No. 1/1 on Chilling to Jabrihati Road

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . i) Br. No. 1/1 on Chilling to Jabrihati Road

Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. i) Br. No. 1/1 on Chilling to Jabrihati Road

Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. i) Br. No. 1/1 on Chilling to Jabrihati Road

Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m.(Hume Pipe Culvert) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M 15 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Sand Filling in Foundation Trenches as per Drawing & Technical Specification iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC Grade M 15 Height upto 5m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

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 Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m i) Br. No. 1/1 on Chilling to Jabrihati Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone PCC grade M10 Nominal Mix (1:3:6) i) Br. No. 1/1 on Chilling to Jabrihati Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone PCC grade M10 Nominal Mix (1:3:6) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

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. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser PCC Grade M15 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser PCC Grade M15 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Without Plasticiser PCC Grade M15 Height upto 5m i) Br. No. 1/1 on Chilling to Jabrihati Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Without Plasticiser PCC Grade M15 Height upto 5m iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 (Flooring should consist of 150 mm thick flat stone/bricks on edge in cement mortar 1:3 laid over 300 mm thick cement concrete M20 grade laid over a layer of 150 mm thick cement concrete M15 grade). Rubble stone laid in cement mortar 1:3 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. PCC Grade M-20 iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. With Crushed Stone PCC Grade M-15 Nominal mix (1:2.5:5) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Gabian Structure for Retaining Earth (Poviding and construction of gabain structure for retaining earth with segments of wire crates of size 7m x 3m x 0.6m each divided into 1.5m compartments by cross netting , made from 4mm galvanised steel wire @32kgs per 10sqm having manimum tensile strength of 300Mpa conforming to IS:280 and galvinizing coating confirming to IS:4826, woven into meshes with double twist ,mesh size not exceeding to 100mm x 100 mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire) i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 i) Br. No. 1/1 on Chilling to Jabrihati Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m (Toe Wall) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203. PCC grade M10 Nominal Mix (1:2.5:5) (Toe Wall) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete, in open foundationHeight upto 5ms complete as per drawing and technical specifications 1500,1700 & 2100 including steel shuttering formwork. PCC Grade M 15 (Toe Wall) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1500,1700 & 2200. PCC Grade M 15 Height upto 5m (Toe Wall) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer:TATA / SAIL /Esser Steel /Jindal steel /Shyam steel /RINL) in foundation complete as per drawings and technical specifications clauses 1000 & 1202. (Toe Wall) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par 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 i) Br. No. 1/1 on Chilling to Jabrihati 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 1/1 on Chilling to Jabrihati Road

Planting of 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 guard and maintaining the plants for three year. i) Br. No. 1/1 on Chilling to Jabrihati Road

Planting of 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 guard and maintaining the plants for three year. ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Planting of 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 guard and maintaining the plants for three year. iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Planting of 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 guard and maintaining the plants for three year. iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 1/1 on Chilling to Jabrihati Road

Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

Community meetings in village, 2 times i) Br. No. 1/1 on Chilling to Jabrihati Road

Community meetings in village, 2 times ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

Community meetings in village, 2 times iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

Community meetings in village, 2 times iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment

A Provisional sum (Fixed Amount) for the items of Utility Shifting and Tree cutting and afforestation of Rs. 5,30,186.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Chilling to Jabrihati Road

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 14,39,237.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 1/1 on Tantrasankara to Nalbari Road

A Provisional sum (Fixed Amount) for the items of Utility Shifting and Tree cutting afforestation of Rs. 9,66,650.00 (not to be changed by the Bidders in BOQ) iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 11,57,145.00 (not to be changed by the Bidders in BOQ) iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment