Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Nov 2023
Closing Date11 Dec 2023
Tender Amount₹ 5,22,46,000 
Notes
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Costs

Summary

Construction Of Bridges In Udalguri District I.br. No. 1/2 On Charanpara To Darogakhat Simangpuri Ii. Br. No. 1/3 On Charanpara To Darogakhat Simangpuri Iii. Br. No. 1/1 On Mahalipara To Bhergaon Bus Stand Road

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

112.94

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

24.3

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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 Mahaliapara to Bhergaon Bus Stand Road

42.44

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

2819.94

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

3760.26

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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 Mahaliapara to Bhergaon Bus Stand Road

5236.32

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

531.88

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

512.25

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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 iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

488.74

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

210.31

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

206.86

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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 Mahaliapara to Bhergaon Bus Stand Road

195.42

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

71.38

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

73.92

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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 iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

68.52

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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 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

71.38

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

73.92

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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 iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

68.52

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

928.05

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

953.69

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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 Mahaliapara to Bhergaon Bus Stand Road

887.42

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand 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 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand 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 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand 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 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand 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. i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4.82

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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. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4.82

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

6

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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 Mahaliapara to Bhergaon Bus Stand 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. i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

28

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

24

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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 Mahaliapara to Bhergaon Bus Stand Road

26

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand Road

80

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

32

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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. ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

17

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

19.9

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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) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

13.9

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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 with approved material Ordinary Soil Upto 3 m depth i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

387.45

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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 with approved material Ordinary Soil Upto 3 m depth ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

388.29

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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 with approved material Ordinary Soil Upto 3 m depth iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

302.61

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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 with approved material Ordinary Soil 3m to 6m depth i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

33.3

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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 with approved material Ordinary Soil 3m to 6m depth ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

68.35

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

27.85

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

20.7

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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. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

18.93

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

180

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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) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

108

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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) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

84

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

100

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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand 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 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand Road

4

-

-

... More
Levelling course for Pile cap i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

8.08

-

-

... More
Levelling course for Pile cap ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

8.08

-

-

... More
Levelling course for Pile cap iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

8.08

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

5.03

-

-

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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) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

5.44

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

6.26

-

-

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using concrete mixture.RCC M35 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

159.73

-

-

... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification Using concrete mixture.RCC M35 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand Road

159.73

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

21.65

-

-

... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M30 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

22.32

-

-

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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 Mahaliapara to Bhergaon Bus Stand Road

29.7

-

-

... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

8.58

-

-

... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

11.74

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

12.09

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

19

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

99.11

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

92.16

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

75.66

-

-

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

28.23

-

-

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

31.02

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

32.37

-

-

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

0.7

-

-

... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

1.92

-

-

... 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) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

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. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

21450

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

96.66

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

89.09

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

72.76

-

-

... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

18.66

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

18.38

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

18.38

-

-

... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture RCC/PSC Grade M35 Height upto 5m i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

133.63

-

-

... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture RCC/PSC Grade M35 Height upto 5m ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

77.17

-

-

... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Without concrete mixture RCC/PSC Grade M35 Height upto 5m iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

77.35

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

76.65

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

65.17

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

62.68

-

-

... More
Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

8

-

-

... More
Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

6

-

-

... More
Drainage Spouts complete as per drawing and Technical specifications. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

6

-

-

... 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 authorised representative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification of bridge works.) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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 authorised representative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification of bridge works.) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 authorised representative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification of bridge works.) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand 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) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand Road

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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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)]. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

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. 1/2 on Charanpara to Darogakhat (Simangpuri)

73.94

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

56.89

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

55.69

-

-

... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

16.39

-

-

... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

13.58

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

13.6

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

189.41

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

146.47

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

143.31

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

-

-

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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. iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

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. 1/2 on Charanpara to Darogakhat (Simangpuri)

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. 1/3 on Charanpara to Darogakhat (Simangpuri)

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 Mahaliapara to Bhergaon Bus Stand Road

1

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

482.99

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

436.36

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

1390.23

-

-

... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

63.73

-

-

... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

57.03

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

239.74

-

-

... 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

94.76

-

-

... 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

86.02

-

-

... 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 Mahaliapara to Bhergaon Bus Stand Road

203.89

-

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

12

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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 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

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. 1/2 on Charanpara to Darogakhat (Simangpuri)

127.53

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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 ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

138.98

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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. 1/2 on Charanpara to Darogakhat (Simangpuri)

20

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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. 1/3 on Charanpara to Darogakhat (Simangpuri)

20

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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 Mahaliapara to Bhergaon Bus Stand Road

20

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Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

8

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Implementation of Enviromental 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

8

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Implementation of Enviromental 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 Mahaliapara to Bhergaon Bus Stand Road

8

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Implementation of Enviromental 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. 1/2 on Charanpara to Darogakhat (Simangpuri)

8

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Implementation of Enviromental 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. 1/3 on Charanpara to Darogakhat (Simangpuri)

8

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Implementation of Enviromental 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 Mahaliapara to Bhergaon Bus Stand Road

8

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Implementation of Enviromental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

2

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

4

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Implementation of Enviromental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental 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 Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

2

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

4

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental 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 Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

2

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Implementation of Enviromental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

2

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

4

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Implementation of Enviromental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental 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 Mahaliapara to Bhergaon Bus Stand Road

4

-

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Implementation of Enviromental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

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-

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Implementation of Enviromental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

-

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Implementation of Enviromental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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Implementation of Enviromental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Implementation of Enviromental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

4

-

-

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Implementation of Enviromental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

4

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-

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Implementation of Enviromental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

4

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Community meetings in village, 2 times i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

2

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Community meetings in village, 2 times ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

2

-

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Community meetings in village, 2 times iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

2

-

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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 12,61,999.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/2 on Charanpara to Darogakhat (Simangpuri)

1

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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 8,17,237.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 1/3 on Charanpara to Darogakhat (Simangpuri)

1

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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 7,09,729.00 (not to be changed by the Bidders in BOQ) iii) Br. No. 1/1 on Mahaliapara to Bhergaon Bus Stand Road

1

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