Public Works Roads Department Tender
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Costs
EMD
₹ 10,20,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Biswanath District I.br. No. 6/2 On Rampur Road Ii.br. No. 1/1 On Rongajan Nahorbari Link Road Iii. Br. No. 1/1 On Borjaroni Monabari Link Road
Description
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Contact
Tender Id
2024_PWRDW_36849_8Bid Award Id
ViewTender No
RFB No. CEEAPARRBP111TENDERS2024-41Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
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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.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
180.87
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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 Borjaroni Monabari Link Road
14.52
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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 Rongajan Nahorbari Link Road
5791.3
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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. 6/2 on Rampur Road
5621.77
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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 Borjaroni Monabari Link Road
2967.03
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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
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
733.84
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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. 6/2 on Rampur Road
520.65
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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 Borjaroni Monabari Link Road
668.07
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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 Rongajan Nahorbari Link Road
290.4
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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. 6/2 on Rampur Road
207.83
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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 Borjaroni Monabari Link Road
262.41
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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 Rongajan Nahorbari Link Road
98.89
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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. 6/2 on Rampur Road
71.21
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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 Borjaroni Monabari Link Road
94.44
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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 Rongajan Nahorbari Link Road
98.89
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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. 6/2 on Rampur Road
71.21
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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 Borjaroni Monabari Link Road
94.44
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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 Rongajan Nahorbari Link Road
1286.03
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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.
i) Br. No. 6/2 on Rampur Road
926.59
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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 Borjaroni Monabari Link Road
1212.54
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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) 600mm Equilateral triangle
ii) Br. No. 1/1 on Rongajan Nahorbari Link 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) 600mm Equilateral triangle
i) Br. No. 6/2 on Rampur 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) 600mm Equilateral triangle
iii)Br. No. 1/1 on Borjaroni Monabari Link 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) 600mm Circular
i)Rongajan Nahorbari Link Road (Bridge No. -1/1) ( 1 x 18 )
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) 600mm Circular
i) Br. No. 6/2 on Rampur 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) 600mm Circular
iii)Br. No. 1/1 on Borjaroni Monabari Link 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) 600mm x 450mm Rectangular
ii) Br. No. 1/1 on Rongajan Nahorbari Link 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) 600mm x 450mm Rectangular
i) Br. No. 6/2 on Rampur 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) 600mm x 450mm Rectangular
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
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
ii) Br. No. 1/1 on Rongajan Nahorbari Link 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
i) Br. No. 6/2 on Rampur 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 Borjaroni Monabari Link Road
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.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
5.82
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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. 6/2 on Rampur Road
6.62
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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 Borjaroni Monabari Link Road
4.68
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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 Rongajan Nahorbari Link Road
8
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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. 6/2 on Rampur Road
8
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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 Borjaroni Monabari Link Road
6
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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 Rongajan Nahorbari Link Road
38
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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. 6/2 on Rampur Road
26
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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 Borjaroni Monabari Link Road
30
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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 Rongajan Nahorbari Link 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
i) Br. No. 6/2 on Rampur 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
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
80
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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
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
7.05
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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. 6/2 on Rampur Road
16
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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. 6/2 on Rampur Road
18.2
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
Upto 3m depth
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
101.99
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
Upto 3m depth
i) Br. No. 6/2 on Rampur Road
347.31
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
Upto 3m depth
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
326.51
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
3m to 6m depth
i) Br. No. 6/2 on Rampur Road
13.02
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
3m to 6m depth
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
10.02
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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. 6/2 on Rampur Road
7.31
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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.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
18.13
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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.
i) Br. No. 6/2 on Rampur Road
25.83
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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. 6/2 on Rampur Road
144
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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 diameter1000mm).
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
120
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
i) Br. No. 6/2 on Rampur Road
1000
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
1000
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
i) Br. No. 6/2 on Rampur Road
100
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
100
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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 EngineerIn-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. 6/2 on Rampur Road
4
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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.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
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Levelling course for Pile cap
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
3.53
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Levelling course for Pile cap
i) Br. No. 6/2 on Rampur Road
8.08
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
83.64
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-
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Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203
With Crushed Stone
PCC Grade M-15
Nominal mix (1:2.5:5)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
5.55
-
-
... More
Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203
With Crushed Stone
PCC Grade M-15
Nominal mix (1:2.5:5)
i) Br. No. 6/2 on Rampur Road
8.71
-
-
... More
Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203
With Crushed Stone
PCC Grade M-15
Nominal mix (1:2.5:5)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
16.99
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
I - Without Plasticiser A - PCC Grade M-15
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
49.2
-
-
... 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.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
24
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 35
Without plasticiser
Using concrete mixture
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
65.16
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
112.23
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
i) Br. No. 6/2 on Rampur Road
159.73
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
24.35
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
i) Br. No. 6/2 on Rampur Road
43.1
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) creinforcement 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 Rongajan Nahorbari Link Road
7.2
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) creinforcement 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. 6/2 on Rampur Road
15.71
-
-
... 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 Rongajan Nahorbari Link Road
11
-
-
... 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. 6/2 on Rampur Road
34
-
-
... 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 Borjaroni Monabari Link Road
20
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
29.19
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
i) Br. No. 6/2 on Rampur Road
96.78
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
77.48
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
Using concrete mixture
RCC Grade M30
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
27.86
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
Using concrete mixture
RCC Grade M30
i) Br. No. 6/2 on Rampur Road
45.75
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height 5m to 10m
Using concrete mixture
i) Br. No. 6/2 on Rampur Road
17.54
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
62400
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
i) Rampur Road (Bridge No. 6/2) ( 1 x 24 )
62400
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.A Granular Material
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
170.29
-
-
... 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 surfaces 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 Rongajan Nahorbari Link Road
63.24
-
-
... 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 surfaces 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. 6/2 on Rampur Road
137.02
-
-
... 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 surfaces 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 Borjaroni Monabari Link Road
37.35
-
-
... 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 Rongajan Nahorbari Link Road
16.7
-
-
... 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. 6/2 on Rampur Road
25.38
-
-
... 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 Borjaroni Monabari Link Road
12.68
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height 5m to 10m
RCC/PSC Grade M35
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
122.8
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height 5m to 10m
RCC/PSC Grade M35
i) Br. No. 6/2 on Rampur Road
155.27
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height 5m to 10m
RCC/PSC Grade M35
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
60.79
-
-
... 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 Rongajan Nahorbari Link Road
24.78
-
-
... 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. 6/2 on Rampur Road
75.01
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
8
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 6/2 on Rampur Road
10
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
15
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
i) Br. No. 6/2 on Rampur Road
15
-
-
... 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 Rongajan Nahorbari Link 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)
i) Br. No. 6/2 on Rampur 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)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
7.54
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications . (a) TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/Shyam steel or equivalent)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
15.75
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications . (a) TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/Shyam steel or equivalent)
i) Br. No. 6/2 on Rampur Road
15.75
-
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications . (a) TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/Shyam steel or equivalent)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
15.75
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
7
-
-
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
17
-
-
... 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 Rongajan Nahorbari Link Road
75.4
-
-
... 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. 6/2 on Rampur Road
86.41
-
-
... 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 Borjaroni Monabari Link Road
56.19
-
-
... 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 Rongajan Nahorbari Link Road
15.27
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 6/2 on Rampur Road
18.64
-
-
... 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 Borjaroni Monabari Link Road
13.16
-
-
... 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 Rongajan Nahorbari Link Road
191.84
-
-
... 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
i) Br. No. 6/2 on Rampur Road
220.78
-
-
... 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 Borjaroni Monabari Link Road
149.69
-
-
... More
Non-destructive testing 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 Rongajan Nahorbari Link Road
4
-
-
... More
Non-destructive testing 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. 6/2 on Rampur Road
2
-
-
... More
Non-destructive testing 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 Borjaroni Monabari Link Road
1
-
-
... More
Non-destructive testing 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 Rongajan Nahorbari Link Road
4
-
-
... More
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
i) Br. No. 6/2 on Rampur Road
2
-
-
... More
Non-destructive testing 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 Borjaroni Monabari Link Road
1
-
-
... More
Load testing of one or more spans of bridge as selected 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 Rongajan Nahorbari Link Road
1
-
-
... More
Load testing of one or more spans of bridge as selected 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. 6/2 on Rampur Road
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.
Ordinary Soil
Mechanical means
With Dewatering
Upto 3m depth
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
460.45
-
-
... 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)
I Rubble stone laid in cement mortar 1:3
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
18.96
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
I - Without Plasticiser B - PCC Grade M-20
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
75.84
-
-
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
85.32
-
-
... 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)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
30.37
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
I - Without Plasticiser A - PCC Grade M-15
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
70.74
-
-
... 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 Rongajan Nahorbari Link Road
609.94
-
-
... 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. 6/2 on Rampur Road
1357.04
-
-
... 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 Borjaroni Monabari Link Road
265.16
-
-
... 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 Rongajan Nahorbari Link Road
79.4
-
-
... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
i) Br. No. 6/2 on Rampur Road
141.57
-
-
... 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 Borjaroni Monabari Link Road
79.55
-
-
... More
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally) including 10 percent extra for lapsand 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 Rongajan Nahorbari Link Road
121.6
-
-
... More
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally) including 10 percent extra for lapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.i) Br. No. 6/2 on Rampur Road
320.03
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications 304. 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
Mechanical Means
With dewatering
Depth upto 3 m
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
48.66
-
-
... More
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203.
With crushed Stone
PCC grade M10
Nominal Mix (1:2.5:5)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
6.95
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications 1500,1700 & 2100 including steel shuttering formwork. Without plasticiser
PCC Grade M 15
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
10.81
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1500,1700 & 2200.
Without Plasticiser
PCC Grade M 15
Height upto 5m
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
9.27
-
-
... 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.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
1.42
-
-
... 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 of the department.
i) Br. No. 6/2 on Rampur Road
18.2
-
-
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Construction of embankment with approved material obtained from borrow pit with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5.
I Private Land
i) Br. No. 6/2 on Rampur Road
133.74
-
-
... More
Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
20
-
-
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
i) Br. No. 6/2 on Rampur Road
20
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-
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
20
-
-
... More
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanAmbient 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 Rongajan Nahorbari Link Road
8
-
-
... More
Implementation of Environmental and Social Management PlanAmbient 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. 6/2 on Rampur Road
8
-
-
... More
Implementation of Environmental and Social Management PlanAmbient 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 Borjaroni Monabari Link Road
8
-
-
... More
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
8
-
-
... More
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
i) Br. No. 6/2 on Rampur Road
8
-
-
... More
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
8
-
-
... More
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
2
-
-
... More
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 6/2 on Rampur Road
2
-
-
... More
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
2
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
2
-
-
... More
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 6/2 on Rampur Road
2
-
-
... More
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
2
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
2
-
-
... More
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 6/2 on Rampur Road
2
-
-
... More
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
2
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 6/2 on Rampur Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
4
-
-
... More
Community meetings in village, 2 times.
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
2
-
-
... More
Community meetings in village, 2 times.
i) Br. No. 6/2 on Rampur Road
2
-
-
... More
Community meetings in village, 2 times.
iii)Br. No. 1/1 on Borjaroni Monabari Link Road
2
-
-
... More
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 15,89,857.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 6/2 on Rampur Road
1
-
-
... More
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 7,27,908.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 1/1 on Rongajan Nahorbari Link Road
1
-
-
... More
A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 1,12,706.00 (not to be changed by the Bidders in BOQ)
iii) Br. No. 1/1 on Borjaroni Monabari Link Road
1
-
-
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