Public Works Roads Department Tender
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Costs
EMD
₹ 14,79,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Nalbari District I.br. No. 1/1 On Sapkata To Kurorpar Road Ii.br. No. 1/1 On Balizar Mahjid Chowk To Saniroad Via Phulguri Iii.br. No. 1/1 On Khatanam Barbhag Mukhirghat To Jowardi Road
Description
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Contact
Tender Id
2023_PWRDW_33524_7Bid Award Id
ViewTender No
CE/EAP/ARRBP111TENDERS2023/67Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
50.55
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
86.95
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-
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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 Sapkata to Kurorpar Road
1713.09
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Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4986.54
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
2188.53
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Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
i) Br. No. 1/1 on Sapkata to Kurorpar Road
552.13
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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
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
675.15
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
603.12
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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 Sapkata to Kurorpar Road
214.87
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Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
265.58
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Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
236.06
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
i) Br. No. 1/1 on Sapkata to Kurorpar Road
71.16
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
89.75
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
79.67
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For Grading III Material
i) Br. No. 1/1 on Sapkata to Kurorpar Road
71.16
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For Grading III Material
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
89.75
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For Grading III Material
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
79.67
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-
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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.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
923.41
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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.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
1166.55
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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.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
1020.8
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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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 600mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
i) Br. No. 1/1 on Sapkata to Kurorpar 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 600mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 600mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
2
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b) 600mm Circular
i) Br. No. 1/1 on Sapkata to Kurorpar Road
2
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b) 600mm Circular
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2
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b) 600mm Circular
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
2
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c) 600mm x 450mm Rectangular
i) Br. No. 1/1 on Sapkata to Kurorpar Road
2
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-
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c) 600mm x 450mm Rectangular
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2
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c) 600mm x 450mm Rectangular
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
1
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
4.45
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
5.1
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-
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
12.92
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Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
i) Br. No. 1/1 on Sapkata to Kurorpar Road
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 ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 Khatanam Barbhag Mukhirghat to Jowardi Road
16
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
30
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
38
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
32
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
i) Br. No. 1/1 on Sapkata to Kurorpar Road
80
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
60
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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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
18
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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. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
30
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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. 1/1 on Sapkata to Kurorpar Road
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. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
27
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Providingandconstructing temporary island for construction of pile foundationwith depth of water upto 4.0m complete as per technical specification.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
1
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Providingandconstructingonespanserviceroad toreachislandlocationfromonepier locationto another pier location
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
20
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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.)
Upto 3m depth
i) Br. No. 1/1 on Sapkata to Kurorpar Road
341.38
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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.)
Upto 3m depth ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
367.36
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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.)
Upto 3m depth
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
222.67
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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.)
3m to 6m depth
i) Br. No. 1/1 on Sapkata to Kurorpar Road
147.71
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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.)
3m to 6m depth
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
153.11
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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.)
3m to 6m depth
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
271.09
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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.)
6m and above
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
11.75
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MS Liner for bored cat in situ concrete pile (Providingandinstalling6mmMSliner forbored cast in situ concrete pile including applying protectivecoatingasper drawingand technical specification and as directed by Engineer in Charge.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4.9
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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. 1/1 on Sapkata to Kurorpar Road
24.79
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications clauses 1000 & 1202.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
27.53
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
66.37
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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. 1/1 on Sapkata to Kurorpar Road
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. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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)
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
360
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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. 1/1 on Sapkata to Kurorpar Road
1000
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
100
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Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
4
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Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
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Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
6
-
-
... More
Levelling course for Pile cap
i) Br. No. 1/1 on Sapkata to Kurorpar Road
10.02
-
-
... More
Levelling course for Pile cap
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
8.08
-
-
... More
Levelling course for Pile cap
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
15.22
-
-
... More
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 120
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
3.96
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35
i) Br. No. 1/1 on Sapkata to Kurorpar Road
192.67
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
159.73
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
297.59
-
-
... More
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications includingsteel shuttering formwork.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
17.24
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
i) Br. No. 1/1 on Sapkata to Kurorpar Road
13.37
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
16.02
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
22.33
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Clauses 614, 709, 1204.3.7
i) Br. No. 1/1 on Sapkata to Kurorpar Road
12
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Clauses 614, 709, 1204.3.7
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
31
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
21
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
i) Br. No. 1/1 on Sapkata to Kurorpar Road
130.4
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
133.8
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
191.09
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height 5m to 10m
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
6.43
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height 5m to 10m
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
6.42
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M30)
Height upto 5m
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
22.2
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M30)
Height 5m to 10m
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2.11
-
-
... 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 MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
62400
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
62400
-
-
... More
Supplying,fittingandfixinginpositiontruetoline andlevelPOT-PTFEbearingconsistingofametal piston supportedby adisc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteelmattingsurfaces, complete assemblytobeofcaststeel/fabricatedstructural steel,meatalandelostomerelementstobeasper IRC:83part-I&IIrespectivelyandpartconfirming toBS:5400,section9.1&9.2andclause2006of MORT&H & S specification complete as per drawing and approved technical specification
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4000
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
i) Br. No. 1/1 on Sapkata to Kurorpar Road
63.65
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
110.89
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
75.83
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
20.53
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
26.45
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
43.24
-
-
... More
High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
11.51
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
RCC GIRDERS & Slab M-35
i) Br. No. 1/1 on Sapkata to Kurorpar Road
137.59
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
RCC GIRDERS & Slab M-35 ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
155.27
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
RCC GIRDERS & Slab M-40
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
442.05
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
i) Br. No. 1/1 on Sapkata to Kurorpar Road
88.45
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
105.43
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
105.38
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
8
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
10
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
24
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.) i) Br. No. 1/1 on Sapkata to Kurorpar Road
15
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.) ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
15
-
-
... More
Providingandlayingofastripsealexpansionjoint cateringtomaximumhorizontalmovementupto 70mm, completeasperapproveddrawingsand standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
22.5
-
-
... 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
Nominal Mix (1:2.5:5)
i) Br. No. 1/1 on Sapkata to Kurorpar Road
9.09
-
-
... 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
Nominal Mix (1:2.5:5)
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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
Nominal Mix (1:2.5:5)
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
7.54
-
-
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
i) Br. No. 1/1 on Sapkata to Kurorpar Road
19
-
-
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
15.75
-
-
... More
Reinforced cement concrete M25 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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
45.64
-
-
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
51.84
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
133.36
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 1/1 on Sapkata to Kurorpar Road
17.62
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
18.64
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
40.64
-
-
... More
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
i) Br. No. 1/1 on Sapkata to Kurorpar Road
118.06
-
-
... More
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701 ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
134.42
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
339.71
-
-
... More
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
2
-
-
... More
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2
-
-
... More
Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
2
-
-
... More
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
i) Br. No. 1/1 on Sapkata to Kurorpar Road
2
-
-
... More
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2
-
-
... More
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
1
-
-
... More
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
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 Khatanam Barbhag Mukhirghat to Jowardi 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. 1/1 on Sapkata to Kurorpar Road
220.78
-
-
... More
Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
450.42
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
364.46
-
-
... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
i) Br. No. 1/1 on Sapkata to Kurorpar Road
95.05
-
-
... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
177.79
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
173.29
-
-
... More
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
66.55
-
-
... More
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
71.22
-
-
... 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 Khatanam Barbhag Mukhirghat to Jowardi Road
75.6
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material.
Depth upto 3 m
i) Br. No. 1/1 on Sapkata to Kurorpar Road
11.38
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
27.53
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
16.38
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10
i) Br. No. 1/1 on Sapkata to Kurorpar Road
1.26
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
3.06
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M10
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
1.82
-
-
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
PCC Grade M15
i) Br. No. 1/1 on Sapkata to Kurorpar Road
1.97
-
-
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
PCC Grade M15 ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4.76
-
-
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
PCC Grade M15
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
2.83
-
-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.
PCC Grade M15
Height upto 5m
i) Br. No. 1/1 on Sapkata to Kurorpar Road
5.06
-
-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.
PCC Grade M15
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
12.24
-
-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.
PCC Grade M15
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
7.28
-
-
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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 and 1202 i) Br. No. 1/1 on Sapkata to Kurorpar Road
0.61
-
-
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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 and 1202 ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
1.45
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
0.87
-
-
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Construction of cold weather Bamboo Bridge overall width of 3.70m and clear road way 3m with jungle wood post 20 cm to 25cm dia 5 nos. in each rows and rows being 2.1 m 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 25 cm centre to centre and placed over 20cm dia,jungle wood dham , 15cm dia . jungle wood bracing collar fixed by bolts and nut , straps etc . mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38 mm thick 1 st class local wood plank fixed on 75mm x 100mm first class wood battens 120cm apart and 3 lines of jati Bambbo horizontal railing fixed in bholuka bamboo post palced at 210cm apart and white washed including all necessary nuts and bolts, coir ropes ,struts ,nail etc. complete with layers of brushwood to exposed portion out side trackway with earth topping complete as per direction of the Department. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
27
-
-
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Construction of embankment with approved material obtained from borrow pits with all lift upto 1,5 m , 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
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
83.39
-
-
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
20
-
-
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
20
-
-
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
20
-
-
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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 Sapkata to Kurorpar Road
8
-
-
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
8
-
-
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
8
-
-
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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 Sapkata to Kurorpar Road
8
-
-
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Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
8
-
-
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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 Khatanam Barbhag Mukhirghat to Jowardi Road
8
-
-
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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 Sapkata to Kurorpar Road
4
-
-
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Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
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Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/1 on Sapkata to Kurorpar Road
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
4
-
-
... More
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
4
-
-
... More
Community meetings in village, 2 times.
i) Br. No. 1/1 on Sapkata to Kurorpar Road
2
-
-
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Community meetings in village, 2 times. ii) Br. No. 1/1 on Balizar Mahjid Chowk to Saniroad via Phulguri
2
-
-
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Community meetings in village, 2 times.
iii) Br. No. 1/1 on Khatanam Barbhag Mukhirghat to Jowardi Road
2
-
-
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A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 14,75,530.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Sapkata to Kurorpar Road
1
-
-
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