Public Works Roads Department Tender
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Costs
EMD
₹ 10,82,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Sonitpur District I) Br. No. 1/1 On 6 No. Gormora To Amloga Road Ii) Br. No.2/1 On Dhuna Bakari In Chengamari Connecting Road Iii) Br. No. 1/1 On Nagapathar Dholapadung Road
Description
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Contact
Tender Id
2024_PWRDW_37426_12Bid Award Id
ViewTender No
CE/EAP/ARRBP/01/Tenders2024/28Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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)iii) Br. No. 1/1 on Nagapathar Dholapadung Road
126.59
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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. 2/1 on Dhuna bakari in Chengamari connected Road
88.53
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
71.8
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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 Nagapathar Dholapadung Road
9776.68
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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. 2/1 on Dhuna bakari in Chengamari connected Road
1449.68
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-
Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
753.13
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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 Nagapathar Dholapadung Road
781.41
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
474.68
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
407.79
-
-
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 Nagapathar Dholapadung Road
306.53
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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. 2/1 on Dhuna bakari in Chengamari connected Road
190.59
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-
Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
159.44
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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 II Material
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
102.04
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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. 2/1 on Dhuna bakari in Chengamari connected Road
62.74
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
53.31
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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 Nagapathar Dholapadung Road
102.04
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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. 2/1 on Dhuna bakari in Chengamari connected Road
62.74
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
53.31
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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 Nagapathar Dholapadung Road
1324.65
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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. 2/1 on Dhuna bakari in Chengamari connected Road
844.44
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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.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
682.33
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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 Nagapathar Dholapadung 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
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
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. 1/1 on 6 No. Gormora to Amloga road
2
-
-
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 Nagapathar Dholapadung Road
2
-
-
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
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
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. 1/1 on 6 No. Gormora to Amloga road
2
-
-
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 Nagapathar Dholapadung Road
2
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
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. 1/1 on 6 No. Gormora to Amloga 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
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
1
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
1
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
1
-
-
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 Nagapathar Dholapadung Road
8.11
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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. 2/1 on Dhuna bakari in Chengamari connected Road
5.32
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
6.01
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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 Nagapathar Dholapadung Road
10
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
6
-
-
Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
8
-
-
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 Nagapathar Dholapadung Road
44
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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. 2/1 on Dhuna bakari in Chengamari connected Road
18
-
-
Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
16
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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 Nagapathar Dholapadung Road
80
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
80
-
-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
80
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
1
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
2
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
18
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-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
20
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
iii) Siruani LP School to Gorali (Bridge No. 1/1) (3x7.0m) (Box+Pile
20
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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. 2/1 on Dhuna bakari in Chengamari connected Road
16.5
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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 Nagapathar Dholapadung Road
384.65
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
612.23
-
-
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. 1/1 on 6 No. Gormora to Amloga road
364.91
-
-
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
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
131.99
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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.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
8.95
-
-
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 Nagapathar Dholapadung Road
54.03
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
17.75
-
-
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. 1/1 on 6 No. Gormora to Amloga road
17.37
-
-
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 Nagapathar Dholapadung Road
256
-
-
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. 2/1 on Dhuna bakari in Chengamari connected 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).
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
144
-
-
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 Nagapathar Dholapadung Road
501
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
60
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
50
-
-
Pile intrigity test Integrity testing of all pile by using pile driving analyser or equivalent as approved by Engineer- in-charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
6
-
-
Pile intrigity test Integrity testing of all pile by using pile driving analyser or equivalent as approved by Engineer- in-charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
8
-
-
Pile intrigity test Integrity testing of all pile by using pile driving analyser or equivalent as approved by Engineer- in-charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
8
-
-
Levelling course for Pile cap
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
19.74
-
-
Levelling course for Pile cap
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4.28
-
-
Levelling course for Pile cap
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4.28
-
-
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 Nagapathar Dholapadung Road
7.5
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
15.74
-
-
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. 1/1 on 6 No. Gormora to Amloga road
11.98
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
RCC Grade M-35
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
283.82
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification
Using Concrete Mixer
RCC Grade M-35
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
66.3
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
RCC Grade M-35
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
66.3
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
35.92
-
-
Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. RCC Grade M 35
Without plasticiser
Using concrete mixture
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
84.13
-
-
Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork
RCC Grade M 35
Without plasticiser
Using concrete mixture
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
79.82
-
-
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
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
18.44
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
10.16
-
-
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. 1/1 on 6 No. Gormora to Amloga road
5.86
-
-
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 Nagapathar Dholapadung Road
32
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
65
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
18
-
-
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 Nagapathar Dholapadung Road
128.42
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
146.21
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
79.98
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
Using concrete mixture
RCC Grade M30
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
38.97
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height 5m to 10m
Using concrete mixture
RCC Grade M30
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
6.8
-
-
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 Nagapathar Dholapadung Road
124800
-
-
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 Nagapathar Dholapadung Road
114.59
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
90.9
-
-
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. 1/1 on 6 No. Gormora to Amloga road
53.51
-
-
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 Nagapathar Dholapadung Road
36.76
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
5.78
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
6.96
-
-
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 Nagapathar Dholapadung Road
154.26
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
80.08
-
-
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. 1/1 on 6 No. Gormora to Amloga road
122.5
-
-
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 Nagapathar Dholapadung Road
71.78
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
258.32
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
152.07
-
-
Drainage Spouts complete as per drawing and Technical specifications.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
12
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
8
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
9
-
-
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.)
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
22.5
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
17
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
17
-
-
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 Nagapathar Dholapadung Road
7.54
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
7.54
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
7.54
-
-
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 Nagapathar Dholapadung Road
15.75
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
15.75
-
-
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. 1/1 on 6 No. Gormora to Amloga road
15.75
-
-
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 Nagapathar Dholapadung Road
100.33
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
74.6
-
-
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
66.67
-
-
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 Nagapathar Dholapadung Road
22.84
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
14.96
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
16.88
-
-
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 Nagapathar Dholapadung Road
256.06
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
198.68
-
-
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
184.29
-
-
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 Nagapathar Dholapadung Road
6
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
3
-
-
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. 1/1 on 6 No. Gormora to Amloga road
3
-
-
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 Nagapathar Dholapadung Road
6
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
3
-
-
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. 1/1 on 6 No. Gormora to Amloga road
3
-
-
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.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
1
-
-
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 Nagapathar Dholapadung Road
1089.37
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
198.38
-
-
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
94.19
-
-
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 Nagapathar Dholapadung Road
145.62
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
59.52
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
28.26
-
-
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.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
202.09
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
13.95
-
-
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. 1/1 on 6 No. Gormora to Amloga road
9.61
-
-
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
12
-
-
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
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
98.1
-
-
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 Nagapathar Dholapadung Road
20
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
20
-
-
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. 1/1 on 6 No. Gormora to Amloga road
20
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
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 Nagapathar Dholapadung Road
8
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
8
-
-
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. 1/1 on 6 No. Gormora to Amloga road
8
-
-
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 Nagapathar Dholapadung Road
8
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
8
-
-
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. 1/1 on 6 No. Gormora to Amloga road
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
2
-
-
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 Nagapathar Dholapadung Road
4
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
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. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
2
-
-
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 Nagapathar Dholapadung Road
4
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
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. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
2
-
-
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 Nagapathar Dholapadung Road
4
-
-
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. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
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. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
4
-
-
Community meetings in village, 2 times.
iii) Br. No. 1/1 on Nagapathar Dholapadung Road
2
-
-
Community meetings in village, 2 times.
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
2
-
-
Community meetings in village, 2 times.
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
2
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 3,12,389.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on 6 No. Gormora to Amloga road
1
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 3,65,052.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 2/1 on Dhuna bakari in Chengamari connected Road
1
-
-
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