Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-AOC CHANDMARI HAZARAPAR TEZPUR DIST SONITPUR ASSAM PIN 784001 | TEZPUR | SONITPUR | ASSAM | 784001 | ₹9.3 Cr | L1 | Accepted-AOC L1 |
Tender Value
₹8.9 Cr
EMD Value
₹17.7 L
Closing Date
8 Apr 2024, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Assam
O/O CE (EAP), PWRD, FATASIL AMBARI, GUWAHATI-25
Package no CE/EAP/ARRBP/OCB/Bridges-3/Sonitpur/06 Construction of Bridge in Sonitpur district i) Br. No. 1/1 on Dipota Uhoni Pathar Road ii) Br. No. 7/1 on Rupajuli to Dholapadung Road iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
2024_PWRDW_37426_9
CE/EAP/ARRBP/01/Tenders2024/28
Open Tender
Civil Works - Bridges
Item Rate
900 days
SONITPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹17.7 L
Yes
O/O CE (EAP), PWRD, FATASIL AMBARI, GUWAHATI
23 Oct 2024
20 Mar 2024
8 Apr 2024
20 Mar 2024
8 Apr 2024
20 Mar 2024
20 Mar 2024 - 22 Mar 2024
22 Mar 2024
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned with all leads & lifts including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 In area of non-thorny jungle i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned with all leads & lifts including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 In area of non-thorny jungle ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned with all leads & lifts including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 In area of non-thorny jungle iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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 lead as per Technical Specification Clause 301.5 private land i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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 lead as per Technical Specification Clause 301.5 private land ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 lead as per Technical Specification Clause 301.5 private land iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, 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 Private land i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, 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 Private land ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, 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 Private land iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading II Material i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading II Material ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading II Material iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading III Material i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading III Material ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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-II & Grading III as per Technical specification Clause 405 By Manual Means For Grading III Material iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage A) Including Edge block/ Edge restraints. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage A) Including Edge block/ Edge restraints. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage A) Including Edge block/ Edge restraints. iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 b) 600mm Circular i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 b) 600mm Circular ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 b) 600mm Circular iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. (a) Including dismembering ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Dipota Uhoni Pathar Road
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. II By Mechanical Means ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing and constructing one span service road to reach island location from one pier location to another pier location. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Providing and constructing one span service road to reach island location from one pier location to another pier location. iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil 3m to 6m depth i) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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)7/1 on Rupajuli to Dholapadung Roa
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.) Ordinary Soil 3m to 6m depth iii) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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) Bridge No 1/1 on Porja Line to Bhormora Line Road over Borduli Rive
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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?1000mm). iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (a) Initial and Routine load test ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) (b) Lateral load test iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Levelling course for Pile cap M-15 i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Levelling course for Pile cap M-15 ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Levelling course for Pile cap M-15 iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 With crushed Stone PCC grade M 15 Nominal mix (1:2.5:5) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 With crushed Stone PCC grade M 15 Nominal mix (1:2.5:5) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 With crushed Stone PCC grade M 15 Nominal mix (1:2.5:5) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork Without Plasticiser RCC Grade M-35 Using Concrete Mixer iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. Using Concrete Mixer RCC M35 i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. Using Concrete Mixer RCC M35 ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. Using Concrete Mixer RCC M35 iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. Without plasticiser Using Concrete Mixer RCC M30 i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. Without plasticiser Using Concrete Mixer RCC M30 ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height upto 5m Using Concrete Mixer i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height upto 5m Using Concrete Mixer ii) Br. No. 7/1 on Rupajuli to Dholapadung Roadd
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height upto 5m Using Concrete Mixer RCC M35 - BOX BRIDGE iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height 5m to 10 m Using Concrete Mixer i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height upto 5m Using Concrete Mixer i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height upto 5m Using Concrete Mixer ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height 5m to 10 m Using Concrete Mixer i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 Height 5m to 10 m Using Concrete Mixer ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications i) Bridge no. 1/1 on Dipota Uhoni Pathar Road
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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) Bridge no. 1/1 on Dipota Uhoni Pathar Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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. 7/1 on Rupajuli to Dholapadung Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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 Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Roadd
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 Porja Line to Bhormora Line Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer Height upto 5m i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer Height upto 5m ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. Without Plasticiser RCC/PSC Grade M35 Using Concrete Mixer Height upto 5 to 10 m iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Drainage Spouts complete as per drawing and Technical specifications. iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Stoone i. Nominal Mix (1:2.5:5) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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 Stoone i. Nominal Mix (1:2.5:5) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Stoone i. Nominal Mix (1:2.5:5) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Reinforced cement concrete 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 Dipota Uhoni Pathar Road
Reinforced cement concrete 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. 7/1 on Rupajuli to Dholapadung Road
Reinforced cement concrete 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 Porja Line to Bhormora Line Road
Reinforced Cement Concrete Crash Barrier (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, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 40 grade concrete i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Reinforced Cement Concrete Crash Barrier (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, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 40 grade concrete ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Reinforced Cement Concrete Crash Barrier (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, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 40 grade concrete iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Bridge no. 1/1 on Dipota Uhoni Pathar Road
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Ordinary soil Mechanical Means Depth upto 3 m i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone PCC grade M10 Nominal Mix (1:3:6) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203. With crushed Stone PCC grade M15 Nominal Mix (1:2.5:5) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without Plasticiser PCC Grade M15 i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC Grade M30 Using Concrete Mixture i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Without Plasticiser PCC Grade M15 Height upto 5m i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M30 Height upto 5m Using Concrete Mixer i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Providing weep holes in brick masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 Dipota Uhoni Pathar Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Bridge no. 1/1 on Dipota Uhoni Pathar Road
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 Dipota Uhoni Pathar Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
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 Dipota Uhoni Pathar Road
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. 7/1 on Rupajuli to Dholapadung Road
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 Porja Line to Bhormora Line Road
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
Community meetings in village, 2 times. i) Br. No. 1/1 on Dipota Uhoni Pathar Road
Community meetings in village, 2 times. ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
Community meetings in village, 2 times. iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 8,19,502.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Dipota Uhoni Pathar Road
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 3,11,815.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 7/1 on Rupajuli to Dholapadung Road
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 3,54,438.00 (not to be changed by the Bidders in BOQ) iii) Br. No. 1/1 on Porja Line to Bhormora Line Road
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .