Public Works Roads Department Tender
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Costs
EMD
₹ 42,33,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Nalbari District I.br.no.1/1 On Chilling To Jabrihati Rd Ii.br.no. 1/1 On Tantrasankara To Nalbari Rd Iii. Br. No. 1/1 On Howlighat Over Baralia Jan Of Brahmaputra River Embankment Iv. Br.no.1/1 On Chakla Lp School To No. 2
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWRDW_37231_31Bid Award Id
ViewTender No
RFB No CEEAPARRBP01Tenders2024/21Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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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
0.29
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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
57.47
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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
62.69
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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
95.55
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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
7245.66
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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
11243.59
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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
1556.91
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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
7331.74
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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
925.72
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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
855.25
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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
617.03
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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
794.58
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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
364.5
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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
339.91
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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
226.44
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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
310.78
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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
124.52
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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
117.92
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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
73.18
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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
104.5
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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
124.52
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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
117.92
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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
73.18
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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
104.5
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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
1598.03
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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
1516.04
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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
949.93
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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
1338.47
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
2
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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
1
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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
1
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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
1
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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
1
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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
7.86
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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
52.8
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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
6.28
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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
19.5
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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
10
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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
60
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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
7
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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
22
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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
52
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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
30
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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
18
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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
2
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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
80
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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
240
-
-
... More
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
60
-
-
... More
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
100
-
-
... More
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
20
-
-
... More
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
15
-
-
... More
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
28.5
-
-
... More
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
18
-
-
... More
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
13.49
-
-
... More
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
5
-
-
... More
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
2
-
-
... More
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
315
-
-
... More
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
30
-
-
... More
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
222.36
-
-
... More
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
456.21
-
-
... More
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
627.55
-
-
... More
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
665.27
-
-
... More
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
21.84
-
-
... More
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
11.95
-
-
... More
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
11.36
-
-
... More
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
49
-
-
... More
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
1.76
-
-
... More
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
114.95
-
-
... More
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
224.4
-
-
... More
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
492
-
-
... More
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
1000
-
-
... More
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
1000
-
-
... More
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
100
-
-
... More
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
100
-
-
... More
Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
i) Br. No. 1/1 on Chilling to Jabrihati Road
4
-
-
... More
Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment
8
-
-
... More
Levelling course for Pile cap
i) Br. No. 1/1 on Chilling to Jabrihati Road
8.08
-
-
... More
Levelling course for Pile cap
iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment
22.43
-
-
... More
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
6.89
-
-
... More
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
22.05
-
-
... More
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
8.2
-
-
... More
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
159.73
-
-
... More
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
436.54
-
-
... More
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
80.14
-
-
... More
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
33.92
-
-
... More
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
11.79
-
-
... More
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
53.84
-
-
... More
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
8.71
-
-
... More
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
230.84
-
-
... More
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
1566.08
-
-
... More
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
6
-
-
... More
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
14
-
-
... More
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
16
-
-
... More
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
15
-
-
... More
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
35
-
-
... More
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
25
-
-
... More
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
102.1
-
-
... More
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
493.86
-
-
... More
Sand filling in wells complete as per drawing and technical specifications
ii) Br. No. 1/1 on Tantrasankara to Nalbari Road
1261.35
-
-
... More
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
245.3
-
-
... More
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
121.52
-
-
... More
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
8.54
-
-
... More
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
56.17
-
-
... More
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
140.6
-
-
... More
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
36.76
-
-
... More
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
24
-
-
... More
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
13.24
-
-
... More
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
92.03
-
-
... More
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
1.04
-
-
... More
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
33.58
-
-
... More
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
24
-
-
... More
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
51
-
-
... More
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
39
-
-
... More
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
36
-
-
... More
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
73.5
-
-
... More
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
456.91
-
-
... More
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
79.37
-
-
... More
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
230.92
-
-
... More
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
10.37
-
-
... More
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
3.69
-
-
... More
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
36
-
-
... More
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
42.55
-
-
... More
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
15.32
-
-
... More
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
40
-
-
... More
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
12.38
-
-
... More
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
16.23
-
-
... More
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
16.2
-
-
... More
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
2000
-
-
... More
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
12000
-
-
... More
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
6000
-
-
... More
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
173.29
-
-
... More
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
107.25
-
-
... More
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
154.2
-
-
... More
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
68.8
-
-
... More
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
137.48
-
-
... More
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
22.95
-
-
... More
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
213.91
-
-
... More
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
12.69
-
-
... More
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
59.43
-
-
... More
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
5.75
-
-
... More
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
64.04
-
-
... More
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
17.26
-
-
... More
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
217.29
-
-
... More
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
2122.93
-
-
... More
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
661.17
-
-
... More
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
75.43
-
-
... More
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
59.54
-
-
... More
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
135.74
-
-
... More
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
93.47
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on Chilling to Jabrihati Road
12
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/1 on Tantrasankara to Nalbari Road
96
-
-
... More
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
10
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment
38
-
-
... More
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
15
-
-
... More
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
52.5
-
-
... More
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
30
-
-
... More
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
17
-
-
... More
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
7.54
-
-
... More
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
7.54
-
-
... More
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
7.65
-
-
... More
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
7.54
-
-
... More
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
15.75
-
-
... More
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
15.75
-
-
... More
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
15.99
-
-
... More
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
15.75
-
-
... More
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
86.28
-
-
... More
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
539.35
-
-
... More
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
36.28
-
-
... More
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
217.88
-
-
... More
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
22.13
-
-
... More
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
148.41
-
-
... More
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
14.12
-
-
... More
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
59.14
-
-
... More
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
220.03
-
-
... More
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
1361.84
-
-
... More
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
97.85
-
-
... More
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
552.33
-
-
... More
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
4
-
-
... More
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
14
-
-
... More
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
1
-
-
... More
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
2
-
-
... More
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
4
-
-
... More
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
14
-
-
... More
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
1
-
-
... More
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
2
-
-
... More
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
1
-
-
... More
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
1
-
-
... More
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
1
-
-
... More
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
124.42
-
-
... More
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
24.63
-
-
... More
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
14.96
-
-
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment
24.01
-
-
... More
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
22.66
-
-
... More
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
46.16
-
-
... More
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
8.27
-
-
... More
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
44.41
-
-
... More
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
13.32
-
-
... More
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
0.92
-
-
... More
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
547.35
-
-
... More
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
9004.22
-
-
... More
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
14.92
-
-
... More
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
474.63
-
-
... More
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
159.97
-
-
... More
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
1537.82
-
-
... More
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
4.48
-
-
... More
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
180.52
-
-
... More
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
41.28
-
-
... More
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
1384.98
-
-
... More
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
68.52
-
-
... More
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
163.67
-
-
... More
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
587.39
-
-
... More
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
31.73
-
-
... More
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
7.17
-
-
... More
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
3.53
-
-
... More
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
11.16
-
-
... More
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
78.43
-
-
... More
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
5.48
-
-
... More
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
28.69
-
-
... More
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
14.1
-
-
... More
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
21.34
-
-
... More
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
85.34
-
-
... More
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
96.01
-
-
... More
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
33.82
-
-
... More
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
110.79
-
-
... More
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
2.58
-
-
... More
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
0.81
-
-
... More
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
13.45
-
-
... More
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
3.62
-
-
... More
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
5.63
-
-
... More
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
12.75
-
-
... More
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
0.8
-
-
... More
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
10
-
-
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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
179.85
-
-
... More
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
20
-
-
... More
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
20
-
-
... More
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
20
-
-
... More
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
20
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
8
-
-
... More
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
2
-
-
... More
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
2
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
2
-
-
... More
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
2
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
2
-
-
... More
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
2
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
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
4
-
-
... More
Community meetings in village, 2 times
i) Br. No. 1/1 on Chilling to Jabrihati Road
2
-
-
... More
Community meetings in village, 2 times
ii) Br. No. 1/1 on Tantrasankara to Nalbari Road
2
-
-
... More
Community meetings in village, 2 times
iv) Br. No. 1/1 on Chakla LP School to No. 2 Kandhabari Baralia Pub Par Road
2
-
-
... More
Community meetings in village, 2 times
iii) Br. No. 1/1 on Howlighat over Baralia Jan of Brahmaputra River Embankment
2
-
-
... More
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
1
-
-
... More
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
1
-
-
... More
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
1
-
-
... More
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
1
-
-
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