Construction of Bridges in Kamrup district i) Br. No. 1/1 on Mukundapur Sataloi Road ii) Br. No. 3/1 on Sessa Chnagsari 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, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. ii) Br. No. 3/1 on Sessa Changsari 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, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) Br. No. 1/1 on Mukundapur Sataloi 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 leads & lifts as per Technical Specification Clause 301.5 i. Private Land ii) Br. No. 3/1 on Sessa Changsari 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 leads & lifts as per Technical Specification Clause 301.5 i. Private Land i) Br. No. 1/1 on Mukundapur Sataloi Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land ii) Br. No. 3/1 on Sessa Changsari Road

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 i. Private Land i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi 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 II Material ii) Br. No. 3/1 on Sessa Changsari 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 II Material i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi Road

Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. ii) Br. No. 3/1 on Sessa Changsari Road

Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage. A) Including Edge block/ Edge restraints. i) Br. No. 1/1 on Mukundapur Sataloi 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle ii) Br. No. 3/1 on Sessa Changsari 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 a) 600mm Equilateral triangle i) Br. No. 1/1 on Mukundapur Sataloi 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600mm Circular ii) Br. No. 3/1 on Sessa Changsari 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 b) 600mm Circular i) Br. No. 1/1 on Mukundapur Sataloi 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular ii) Br. No. 3/1 on Sessa Changsari 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 iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 c) 600mm x 450mm Rectangular i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi Road

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 Mukundapur Sataloi 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 Mukundapur Sataloi Road

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 (B) Reinforced Cement Concrete i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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 i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. i) Br. No. 1/1 on Mukundapur Sataloi 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. ii) Br. No. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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) i) Br. No. 1/1 on Mukundapur Sataloi Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi Road

Levelling course for Pile cap ii) Br. No. 3/1 on Sessa Changsari Road

Levelling course for Pile cap i) Br. No. 1/1 on Mukundapur Sataloi Road

Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 ii) Br. No. 3/1 on Sessa Changsari Road

Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 i) Br. No. 1/1 on Mukundapur Sataloi Road

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35 ii) Br. No. 3/1 on Sessa Changsari Road

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35 Using concrete mixture i) Br. No. 1/1 on Mukundapur Sataloi Road

Plain/Reinforced Cement Concrete in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork Without Plasticiser Using Concrete Mixer ii) Br. No. 3/1 on Sessa Changsari 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. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height up to 5m Well Curb RCC M35 Grade ii) Br. No. 3/1 on Sessa Changsari Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height up to 5m Using Concrete Mixer RCC M35 Grade i) Br. No. 1/1 on Mukundapur Sataloi Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height 5m to 10m Using Concrete Mixer RCC M35 Grade i) Br. No. 1/1 on Mukundapur Sataloi Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height up to 5m Well Curb RCC M30 Grade ii) Br. No. 3/1 on Sessa Changsari Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height up to 5m Using Concrete Mixer RCC M30 Grade i) Br. No. 1/1 on Mukundapur Sataloi Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height 5m to 10m Well Curb RCC M30 Grade ii) Br. No. 3/1 on Sessa Changsari Road

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications. Height 5m to 10m Using Concrete Mixer RCC M30 Grade i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel , meatal and elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification . i) Br. No. 1/1 on Mukundapur Sataloi Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification ii) Br. No. 3/1 on Sessa Changsari Road

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification. i) Br. No. 1/1 on Mukundapur Sataloi Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork Height up to 5m RCC/PSC Grade M35 Using Concrete Mixer ii) Br. No. 3/1 on Sessa Changsari Road

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork PSC Grade M40 Using Concrete Mixer Height upto 5m i) Br. No. 1/1 on Mukundapur Sataloi Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) ii) Br. No. 3/1 on Sessa Changsari Road

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material) i) Br. No. 1/1 on Mukundapur Sataloi Road

Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 3/1 on Sessa Changsari Road

Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari Road

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. i) Br. No. 1/1 on Mukundapur Sataloi 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 Stone I Nominal Mix (1:2.5:5) ii) Br. No. 3/1 on Sessa Changsari 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 Stone I Nominal Mix (1:2.5:5) i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete ii) Br. No. 3/1 on Sessa Changsari Road

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified. M 40 grade concrete i) Br. No. 1/1 on Mukundapur Sataloi Road

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

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

Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. ii) Br. No. 3/1 on Sessa Changsari Road

Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department. i) Br. No. 1/1 on Mukundapur Sataloi Road

Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . ii) Br. No. 3/1 on Sessa Changsari Road

Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format . i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally)including10percentextraforlapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. ii) Br. No. 3/1 on Sessa Changsari Road

Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally)including10percentextraforlapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. i) Br. No. 1/1 on Mukundapur Sataloi 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. i) Br. No. 1/1 on Mukundapur Sataloi 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 i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 3/1 on Sessa Changsari Road

Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 3/1 on Sessa Changsari Road

Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 3/1 on Sessa Changsari Road

Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Mukundapur Sataloi Road

Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 3/1 on Sessa Changsari Road

Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 3/1 on Sessa Changsari Road

Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Mukundapur Sataloi Road

Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 3/1 on Sessa Changsari Road

Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road

Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 3/1 on Sessa Changsari Road

Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Mukundapur Sataloi Road

Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. ii) Br. No. 3/1 on Sessa Changsari Road

Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year. i) Br. No. 1/1 on Mukundapur Sataloi Road

Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 3/1 on Sessa Changsari Road

Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 1/1 on Mukundapur Sataloi Road

Community meetings in village, 2 times. ii) Br. No. 3/1 on Sessa Changsari Road

Community meetings in village, 2 times. i) Br. No. 1/1 on Mukundapur Sataloi Road

A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 10,71,538.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Mukundapur Sataloi Road

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 14,84,059.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 3/1 on Sessa Changsari Road