Const. of Br. in Udalguri district i) Br. No. 3/1 on Mazbat to Gelabil ii) Br. No. 5/1 on Mazbat Gelabil Road

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, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. By Mechnaical means In area of non-thorny jungle i) Br. No. 3/1 on Mazbat to Gelabil 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, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. By Mechnaical means In area of non-thorny jungle ii) Br. No. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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 i. Private Land i) Br. No. 3/1 on Mazbat to Gelabil 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 i. Private Land ii) Br. No. 5/1 on Mazbat Gelabil 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 i. Private Land i) Br. No. 3/1 on Mazbat to Gelabil 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 i. Private Land ii) Br. No. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 For Grading II Material i) Br. No. 3/1 on Mazbat to Gelabil 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 For Grading II Material ii) Br. No. 5/1 on Mazbat Gelabil 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-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material i) Br. No. 3/1 on Mazbat to Gelabil 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-2 & Grading -3 as per Technical specification Clause 405 For Grading III Material ii) Br. No. 5/1 on Mazbat Gelabil 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. i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 i) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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). i) Br. No. 3/1 on Mazbat to Gelabil 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). ii) Br. No. 5/1 on Mazbat Gelabil road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test i) Br. No. 3/1 on Mazbat to Gelabil Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test ii) Br. No. 5/1 on Mazbat Gelabil road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test i) Br. No. 3/1 on Mazbat to Gelabil Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test ii) Br. No. 5/1 on Mazbat Gelabil road

Pile intrigity test Integrity testing of all piles 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 out incidental work to execute the job. i) Br. No. 3/1 on Mazbat to Gelabil Road

Pile intrigity test Integrity testing of all piles 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 out incidental work to execute the job. ii) Br. No. 5/1 on Mazbat Gelabil road

Levelling course for Pile cap i) Br. No. 3/1 on Mazbat to Gelabil Road

Levelling course for Pile cap ii) Br. No. 5/1 on Mazbat Gelabil 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 M15 Nominal mix (1:2.5:5) i) Br. No. 3/1 on Mazbat to Gelabil 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 M15 Nominal mix (1:2.5:5) ii) Br. No. 5/1 on Mazbat Gelabil road

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. i) Br. No. 3/1 on Mazbat to Gelabil Road

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. ii) Br. No. 5/1 on Mazbat Gelabil road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. Without Plasticiser Using Concrete Mixer i) Br. No. 3/1 on Mazbat to Gelabil Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. Without Plasticiser Using Concrete Mixer ii) Br. No. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 For T-beam & Slab Height upto 5m i) Br. No. 3/1 on Mazbat to Gelabil 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 For T-beam & Slab Height upto 5m ii) Br. No. 5/1 on Mazbat Gelabil road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) i) Br. No. 3/1 on Mazbat to Gelabil Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) ii) Br. No. 5/1 on Mazbat Gelabil road

Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 3/1 on Mazbat to Gelabil Road

Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 5/1 on Mazbat Gelabil 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 installation and clause 2506 of MORTS&H specification of bridge works.) i) Br. No. 3/1 on Mazbat to Gelabil 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 installation and clause 2506 of MORTS&H specification of bridge works.) ii) Br. No. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications i) Br. No. 3/1 on Mazbat to Gelabil Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications. ii) Br. No. 5/1 on Mazbat Gelabil 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) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder i) Br. No. 3/1 on Mazbat to Gelabil Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder ii) Br. No. 5/1 on Mazbat Gelabil 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) Br. No. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil 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 With Dewatering Upto 3m depth i) Br. No. 3/1 on Mazbat to Gelabil 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 M10 Nominal Mix (1:3:6) i) Br. No. 3/1 on Mazbat to Gelabil 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 M15 Nominal Mix (1:2.5:5) i) Br. No. 3/1 on Mazbat to Gelabil Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications 1500,1700 & 2100 including steel shuttering formwork. Without Plasticiser PCC grade M15 i) Br. No. 3/1 on Mazbat to Gelabil Road

Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications 1500,1700 & 2100 including steel shuttering formwork. Without Plasticiser PCC grade M30 Using Concrete Mixer i) Br. No. 3/1 on Mazbat to Gelabil Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1500,1700 & 2200. Without Plasticiser PCC grade M15 Height upto 5m i) Br. No. 3/1 on Mazbat to Gelabil Road

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1500,1700 & 2200. Without Plasticiser PCC grade M30 Height upto 5m Using Concrete Mixer i) Br. No. 3/1 on Mazbat to Gelabil 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. 3/1 on Mazbat to Gelabil 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. 3/1 on Mazbat to Gelabil 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 & 1202. i) Br. No. 3/1 on Mazbat to Gelabil 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. 3/1 on Mazbat to Gelabil 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. 3/1 on Mazbat to Gelabil 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. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Ambient Air Monitoring: At construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Operation stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Noise Monitoring: At Operation stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Soil Monitoring At Operation Stage: At 2 locations (except monsoon) (Biannually) (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Ecology: At construction stage At 2 locations (bi-annually) for one year (Total 4 samples) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Ecology: At construction stage At 2 locations (bi-annually) for one year (Total 4 samples) ii) Br. No. 5/1 on Mazbat Gelabil road

Implementation of Environmental and Social Management Plan: Ecology: At Operation Stage: At 2 locations (bi-annually) (Total 4 samples in 1 year) i) Br. No. 3/1 on Mazbat to Gelabil Road

Implementation of Environmental and Social Management Plan: Ecology: At Operation Stage: At 2 locations (bi-annually) (Total 4 samples in 1 year) ii) Br. No. 5/1 on Mazbat Gelabil road

Community meetings in village, 2 times. i) Br. No. 3/1 on Mazbat to Gelabil Road

Community meetings in village, 2 times. ii) Br. No. 5/1 on Mazbat Gelabil road

A Provisional sum (Fixed Amount) for the items of Utility shifting, Tree Cutting & Occupational Health & Safety of Rs. 4,02,112.00 (not to be changed by the Bidders in BOQ) i) Br. No. 3/1 on Mazbat to Gelabil Road

A Provisional sum (Fixed Amount) for the items of Utility shifting, Tree Cutting & Occupational Health & Safety of Rs. 2,72,481.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 5/1 on Mazbat Gelabil road