Construction of Bridge at Km. 185.50 of Khanapurb Talaguppa SH93 and Hullunde Bridge Guddekoppa in Sidhapur Taluk Sirsi assembly constituency Job No. CRF/KNT/2016/17/1647

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, , including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work By mechanical means In area of light jungle.

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work Ordinary soil. Mechanical Means using Hydraulic excavator Depth 0.0 to 3.00 m

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work Ordinary soil. Mechanical Means using Hyadraulic excavator Depth from 3.00 m to 6.00 m

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer PCC M 15 using 40mm and downsize

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer RCC M 30 using 20mm and downsize

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, form work, centering, vibrating, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel) RCC M 30 (20mm & Downsize) Height up to 5m. Using Concrete mixer

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel). RCC M 30 (20mm & Downsize) Height up to 5m to 10m . Using Concrete mixer

Providing, furnishing and Placing Reinforced/cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean sieved approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing charges ,design mix components, as per drawing iincluding cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excluding the cost of steel and fabrication charges) RCC M35 Using Concrete Mixer, For slab super-structure Height up to 5m to 10m

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, compacting, stacking, transportation charges of Mixed material, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & Bitumen, design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. (excluding cost of primer/tack coat) (Compacted 40mm thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (40mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including foundation straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation in substructure including straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including in superstructure straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing i including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. Using 110m dia PVC pipe

Construction of Precast RCC Ralling of M30 Grade using granite / trap / basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, centering,vibrating, transportation charges, compacting, stacking, curing charges, finishing the exposed faces, cost of steel and fabrication charges, casting, handling, design mix components, loading, unloading, lead, lifts, fixing in position, including all lead for cement & including all other incidental charges, etc., complete. as per specifications & as directed by Engineer-in-charge of Work.RCC M 30 (20mm & Downsize) Using Concrete mixer

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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 as per drawing including cost of materials, labour, watering, transportation charges, lead, lift, loading, unloading, hire charges of machineries, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of all materials, labour, hire charge of machineries, transportation charges, all lead & lift, loading, unloading including all other incidental charge etc complete.s as per specifications & as directed by Engineer-in-charge of Work. granular material with all lead

Providing Plain cement concrete M 15 ordinary grade Levelling Course below a approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, laying, form work, centering,vibrating, compacting, stacking, curing charges, transportation charges including cost of all materials, finishing the exposed faces, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work .

Providing and laying Reinforced Cement Concrete Approach Slab, using M 30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, transportation charges, formwork, curing charges, hire charges of machinery,centering,vibrating, compacting, stacking, finishing the exposed faces, loading , unloading, all lead and lift, including lead for cement and Steel, Design Mix components, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work. using concerete mixer

Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upt 70 mm including cost and conveyance of all materials, labour and fabrication cost and machinery input for various processing operations for mild steel members, welding of anchor strips to anchor plates etc., 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 including cost of all Materials, all lead & Lift, transportation charges, loading and unloading, hire charges of machinery , curing charges, all other incidental charges complete as per specifications & as directed by Engineer-in-charge of Work.

Providing & fixing 2 mm thick Corrugated copper plate in expansion joint including cost & conveyance of all materials, labour, hire charges of machinery, loading , unloading, lead, lift, transportation charges, fixing in position, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work

Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying pitching on slopes laid over prepared filter media including boulers apron laid dry in front of toe of embankment complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work. Using Stone/Boulder

Project Display Board of size 1.80x1.60 M and 2.80 M from ground level: Providing and erecting Project Display Board of size 1.80 vertical x 1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting strengthned by welding to MS angle of size 35x35x5mm iron framework on all sides,extra cross vertical angle fixed using nuts and bolts,base of board shall be cleaned,applying red oxide and blank paint by sprayer on both sides of theboard and all MS iron frameworks,background of the facing side of the board painted in traffic yellow,project information written in English/Kannada/Hindi, painting letters and numerals in black,fixed on a Mild steel angle iron post 75mm x75mm x6mm,2 nos firmly fixed to the grouund by means of properly designed foundation with M15 Grade Cement Concrete 45cmsx45cmsx60cms, 60 cms below ground level(2 Nos of 3.80 Mtrs overall length each) as per approved drawing including necessary cost of lettering, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all other incidental charges, etc complete,. as per specifications and as directed by Engineer in charge of Work.

providing erecting and fixing "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70 cm above road/ground level,fixed on ISMC series channel vertical post 150x75x5 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 galvanished by hot dip process,all fitting to confirming to IS1367 and IS 1364, metal beam rail to be fixed on the vertical post with spacer of channel section 150x75x5 mm, 330mm long completed including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all other incidental charges, etc complete as per specifications and as directed by Engineer in charge of Work.Type-A "W": Metal Beam crash Barrier

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, labour charges, transportation charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. By mechanical means In area of light jungle.

Dismantling of flexible pavement and disposal of Dismantled materials, stacking the serviceable material and un serviceable materials seperately including cost of all materials, labour,all lead & lift, loading & unloading, hire charges of all machineries, transportation charges, including all other incidental charges etc..,complete.as per specifications & as directed by Engineer-in-charge of Work. By Machnical means Bituminous course.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lead, lifts &transporting to site spreading grading to required slope and compacted to meet requirement of table No 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer grading by motor grader consolidation by vibratory road roller including cost of all materials, transportation charges, labour charges, loading & unloading, hire charges of all machineries, including all other incidental charges etc..,complete. as per specifications & as directed by Engineer-in-charge of Work.

Granular sub-base Close graded material(Table :400-1& 400-2) Plant mix method : Construction of Granular sub-base by providing, laying spreading and compacting of Close graded material, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. (Compacted 150 mm Thickness) Plant mix method Grading II

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 &13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with Mechanical paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, including cost of all materials, labour charges, loading & unloading, transportation charges, all lead & Lift, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges, etc complete as per specifications and as directed by Engineer in Charge of Work. (Compacted 250 mmThickness) Plant mix method

Providing and applying primer coat with Slow Setting Bitumen Emulsion (SS-I) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Emulsion, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. on WMM/WBM at 0.80 kg per sqm

Providing and applying Tack Coat as per Table 500-5 on prepared surface using 80/100 grade Bitumen(VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by bitumen pressure distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking, transportation charges, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Bitumen, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work . Using Bitumen 80/100 Grade(VG-10) on Granular Surfaces Treated with primer at 2.5kg /10sqm

providing and laying Dense Grade Bituminous macadum using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler(cement),2% by weight of aggregates ,premixied with bituminious binder 60/70 grade(VG-30) in Hot mix plant,loading of aggregates with F.E.loader,transported to site in tipper to paver,laid over previously prepared surface with paver finisher to required grade,level,allignment,rolling with smooth wheeled roller 8-10 tonnes,vibratory roller 8 tonnes, Smooth wheeled tandem roller 6-8tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour ,hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting including lead of bitumen and Cement, including all lead of mixed material, all other incidental charges, Design Mix components etc complete as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tackcoat )(Compacted80 mm thickness) Using 40-60 TPH hot mix plant and mechanical paver finisher Grading 2 : 80 mm compacted thickness (26.50mm nominal size) @4.50% Bitumen

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all lead for Bitumen & ement, with all lead of mixed material, all other incidental charges, design mix components etc complete,. as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tack coat) (Compacted thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (40mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading breaking of clods, removal of roots and other organic materials to the required line grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95%of maximum dry density as per table 300-2 including all cost of materials, all lead and lifts, loading, unloading, transpotation charges, all labour charges ,hire charges of all machineries, vibrating, compacting charges & including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying Reinforced cement concrete pipe NP3 Prestressed concrete pipe for culverts on first class bedding of granular material in single row, fixing collars with clean sieved approved sand cement mortar 1:2 including all cost of material, lead ,lifts loading & unloading transpotation charges,curing charges, centering all labour,hire charges of machineries, including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work. as per specifications Using NP-3 Pipe 900mm dia.

Dismantling existing structure like culvert, bridges, retaining wall and other structure comprising of masonary,cement concrete,wood work,steel work,including T&P scaffolding wherever necessary sorting out dismantled material disposal of unserviceable materials and stacking the servicable materials including cost of all materials, loading & unloading, all lead & lifts, labour charges, transportation charges, hire charges of all machineries, including other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work. By Mechanical Means Cement Concrete Grade M 15 & M 20

Dismantling existing structure like culvert bridges retaining wall and other structure comprising of masonary,cement concrete,wood work,steel work,including t&p scaffolding wherever necessary sorting out dismantled material disposal of unserviceable materials and stacking the servicable materials including cost of al materials, loading & unloading, all lead & lifts, labour charges, transportation charges, hire charges of all machineries, including other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work. By Mechanical Means Rubble stone Masonary in Cement Mortar

Description of Work / Item(s)

Amount

SUB-ESTIMATE 2 BRIDGE AT HULLUNDE( BRIDGE PROPER) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, , including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. By mechanical means In area of light jungle.

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work Ordinary soil. Mechanical Means using Hydraulic excavator Depth 0.0 to 3.00 m

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work Ordinary soil. Mechanical Means using Hyadraulic excavator Depth from 3.00 m to 6.00 m

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer PCC M 15 using 40mm and downsize

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer RCC M 30 using 20mm and downsize

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, form work, centering, vibrating, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel) RCC M 30 (20mm & Downsize) Height up to 5m. Using Concrete mixer

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel). RCC M 30 (20mm & Downsize) Height up to 5m to 10m . Using Concrete mixer

Providing, furnishing and Placing Reinforced cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean sieved approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing charges ,design mix components, as per drawing iincluding cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excluding the cost of steel and fabrication charges) RCC M35 Using Concrete Mixer, For slab super-structure Height up to 5m to 10m

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, compacting, stacking, transportation charges of Mixed material, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & Bitumen, design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. (excluding cost of primer/tack coat) (40mm Compacted thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (40mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including foundation straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation in substructure including straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including in superstructure straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing i including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. Using 110m dia PVC pipe

Construction of Precast RCC Ralling of M30 Grade using granite / trap / basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, centering,vibrating, transportation charges, compacting, stacking, curing charges, finishing the exposed faces, cost of steel and fabrication charges, casting, handling, design mix components, loading, unloading, lead, lifts, fixing in position, including all lead for cement & including all other incidental charges, etc., complete. as per specifications & as directed by Engineer-in-charge of Work.RCC M 30 (20mm & Downsize) Using Concrete mixer

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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 as per drawing including cost of materials, labour, watering, transportation charges, lead, lift, loading, unloading, hire charges of machineries, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of all materials, labour, hire charge of machineries, transportation charges lead & lift, loading, unloading including all other incidental charge etc complete.s as per specifications & as directed by Engineer-in-charge of Work. granular material with all lead

Providing Plain cement concrete M 15 ordinary grade Levelling Course below a approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, laying, form work, centering,vibrating, compacting, stacking, curing charges, transportation charges including cost of all materials, finishing the exposed faces, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work .

Providing and laying Reinforced Cement Concrete Approach Slab, using M 30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, transportation charges, formwork, curing charges, hire charges of machinery,centering,vibrating, compacting, stacking, finishing the exposed faces, loading , unloading, all lead and lift, including lead for cement and Steel, Design Mix components, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work. using concerete mixer

Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upt 70 mm including cost and conveyance of all materials, labour and fabrication cost and machinery input for various processing operations for mild steel members, welding of anchor strips to anchor plates,etc., 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 including cost of all Materials, all lead & Lift, transportation charges, loading and unloading, hire charges of machinery , curing charges, all other incidental charges complete as per specifications & as directed by Engineer-in-charge of Work.

Providing & fixing 2 mm thick Corrugated copper plate in expansion joint including cost & conveyance of all materials, labour, hire charges of machinery, loading , unloading, lead, lift, transportation charges, fixing in position, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work

Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying pitching on slopes laid over prepared filter media including boulers apron laid dry in front of toe of embankment complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work. Using Stone/Boulder

Project Display Board of size 1.80x1.60 M and 2.80 M from ground level: Providing and erecting Project Display Board of size 1.80 vertical x 1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting strengthned by welding to MS angle of size 35x35x5mm iron framework on all sides,extra cross vertical angle fixed using nuts and bolts,base of board shall be cleaned,applying red oxide and blank paint by sprayer on both sides of theboard and all MS iron frameworks,background of the facing side of the board painted in traffic yellow,project information written in English/Kannada/Hindi, painting letters and numerals in black,fixed on a Mild steel angle iron post 75mm x75mm x6mm,2 nos firmly fixed to the grouund by means of properly designed foundation with M15 Grade Cement Concrete 45cmsx45cmsx60cms, 60 cms below ground level(2 Nos of 3.80 Mtrs overall length each) as per approved drawing including necessary cost of lettering, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all other incidental charges, etc complete,. as per specifications and as directed by Engineer in charge of Work.

SUB-ESTIMATE 2 BRIDGE AT HULLUNDE (APPROACH ROAD) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, labour charges, transportation charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. By mechanical means In area of light jungle.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with alll lead, lifts &transporting to site spreading grading to required slope and compacted to meet requirement of table No 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer grading by motor grader consolidation by vibratory road roller including cost of all materials, transportation charges, labour charges, loading & unloading, hire charges of all machineries, including all other incidental charges etc..,complete. as per specifications & as directed by Engineer-in-charge of Work.

Granular sub-base Close graded material(Table :400-1& 400-2) (A) Plant mix method : Construction of Granular sub-base by providing, laying spreading and compacting of Close graded material, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. (150 mm Compacted Thickness) Plant mix method Grading II

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 &13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with Mechanical paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, including cost of all materials, labour charges, loading & unloading, transportation charges, all lead & Lift, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges, etc complete as per specifications and as directed by Engineer in Charge of Work. (250 mm Compacted Thickness) Plant mix method

Providing and applying primer coat with Slow Setting Bitumen Emulsion (SS-I) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Emulsion, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. on WMM/WBM at 0.80 kg per sqm

Providing and applying Tack Coat as per Table 500-5 on prepared surface using 80/100 grade Bitumen(VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by bitumen pressure distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking, transportation charges, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Bitumen, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work . Using Bitumen 80/100 Grade(VG-10) on Granular Surfaces Treated with primer at 2.5kg /10sqm

providing and laying Dense Grade Bituminous macadum using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler(cement),2% by weight of aggregates ,premixied with bituminious binder 60/70 grade(VG-30) in Batch/ Hot mix plant,loading of aggregates with F.E.loader,transported to site in tipper to paver,laid over previously prepared surface with paver finisher to required grade,level,allignment,rolling with smooth wheeled roller 8-10 tonnes,vibratory roller 8 tonnes, Smooth wheeled tandem roller 6-8tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour ,hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting including lead of bitumen and Cement, including all lead of mixed material, all other incidental charges, Design Mix components etc complete as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tackcoat )(Compacted thickness) Using 40-60 TPH hot mix plant and mechanical paver finisher Grading 2 : 50 mm compacted thickness (26.50mm nominal size) @4.50% Bitumen

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all lead for Bitumen & ement, with all lead of mixed material, all other incidental charges, design mix components etc complete,. as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tack coat) (Compacted thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (30mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

SUB-ESTIMATE 2 BRIDGE AT HULLUNDE (DIVERSION ROAD) Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading breaking of clods, removal of roots and other organic materials to the required line grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95%of maximum dry density as per table 300-2 including all cost of materials, all lead and lifts, loading, unloading, transpotation charges, all labour charges ,hire charges of all machineries, vibrating, compacting charges & including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying Reinforced cement concrete pipe NP3 Prestressed concrete pipe for culverts on first class including bedding of granular material in single row, fixing collars with clean sieved sand cement mortar 1:2 including all cost of material, lead ,lifts loading & unloading transpotation charges,curing charges, centering all labour,hire charges of machineries, including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work. as per specifications Using NP-3 Pipe 900mm dia.

Description of Work / Item(s)

Amount

SUB-ESTIMATE 3 BRIDGE AT GUDDEKOPPA( BRIDGE PROPER) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, , including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work By mechanical means In area of light jungle.

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work Ordinary soil.Mechanical Means using Hydraulic excavator Depth 0.0 to 3.00 m

Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost of all materials, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work (Ordinary soil. Mechanical Means using Hyadraulic excavator Depth from 3.00 m to 6.00 m

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer PCC M 15 using 40mm and downsize

Providing and laying Plain/Reinforced cement concrete in open foundation using Granite / Basalt / Trap aggregates clean seived approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (excluding cost of steel and fabrication charges) Using Concrete Mixer RCC M 30 using 20mm and downsize

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, form work, centering, vibrating, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel) RCC M 30 (20mm & Downsize) Height up to 5m. Using Concrete mixer

Providing & laying PCC/RCC mix in substructure as per drawing using granite / trap / basalt aggregates of 20mm & down size and clean sieved approved sand, form work scaffolding mixing mechanically laid in layers of 15cm thick in each layer well compacted, including cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excuding cost of Steel). RCC M 30 (20mm & Downsize) Height up to 5m to 10m . Using Concrete mixer

Providing, furnishing and Placing Reinforced cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean sieved approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing charges ,design mix components, as per drawing iincluding cost of all materials, form work, centering, vibrating, compacting, stacking, finishing the exposed faces, transportation charges, curing charges,all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work . (Excluding the cost of steel and fabrication charges) RCC M35 Using Concrete Mixer, For slab super-structure Height up to 5m to 10m

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, compacting, stacking, transportation charges of Mixed material, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & Bitumen, design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. (excluding cost of primer/tack coat) (40 mm Compacted thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (40mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including foundation straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation in substructure including straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including in superstructure straightening bars,cutting,bending with approved quality binding wire after placing in position,tyeing,lapping and or welding wherevere required and anchoring to the adjoining members wherever neccessary as per drawing (laps),hooks and wastages shall not be measured and paid) including cost of all materials,bar bending charges, including all lead for steel, form work, centering, hire charges of machinery, lead, lift, loading, unloading, labour charges,transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing i including cost of all materials, all lead and lift, hire charges of machinery, loading, unloading, labour charges, transporting, stacking, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work. Using 110m dia PVC pipe

Construction of Precast RCC Ralling of M30 Grade using granite / trap / basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, centering,vibrating, transportation charges, compacting, stacking, curing charges, finishing the exposed faces, cost of steel and fabrication charges, casting, handling, design mix components, loading, unloading, lead, lifts, fixing in position, including all lead for cement & including all other incidental charges, etc., complete. as per specifications & as directed by Engineer-in-charge of Work.RCC M-30 (20mm & Downsize). Using Concrete mixer

Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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 as per drawing including cost of materials, labour, watering, transportation charges, lead, lift, loading, unloading, hire charges of machineries, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of all materials, labour, hire charge of machineries, transportation charges all lead & lift, loading, unloading including all other incidental charge etc complete.s as per specifications & as directed by Engineer-in-charge of Work. granular material with all lead

Providing Plain cement concrete M 15 ordinary grade Levelling Course below a approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, laying, form work, centering,vibrating, compacting, stacking, curing charges, transportation charges including cost of all materials, finishing the exposed faces, all lead & Lift, loading & unloading, all labour charges, hire charges of machinery, all lead for Cement & design mix components, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work .

Providing and laying Reinforced Cement Concrete Approach Slab, using M 30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by concrete mixer, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, transportation charges, formwork, curing charges, hire charges of machinery,centering,vibrating, compacting, stacking, finishing the exposed faces, loading , unloading, all lead and lift, including lead for cement and Steel, Design Mix components, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work. using concerete mixer

Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upt 70 mm including cost and conveyance of all materials, labour and fabrication cost and machinery input for various processing operations for mild steel members, welding of anchor strips to anchor plates, etc., 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 including cost of al Materials, all lead & Lift, transportation charges, loading and unloading, hire charges of machinery , curing charges, all other incidental charges complete as per specifications & as directed by Engineer-in-charge of Work.

Providing & fixing 2 mm thick Corrugated copper plate in expansion joint including cost & conveyance of all materials, labour, hire charges of machinery, loading , unloading, lead, lift, transportation charges, fixing in position, including all other incidental charges etc., complete as per specifications & as directed by Engineer-in-charge of Work

Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying pitching on slopes laid over prepared filter media including boulers apron laid dry in front of toe of embankment complete as per drawing including cost of all materials, transportation charges, all labour, loading and unloading, all lead and lift, hire charges of machinery, including all other incidental charges etc., complete. as per specifications & as directed by Engineer-in-charge of Work. Using Stone/Boulder

Project Display Board of size 1.80x1.60 M and 2.80 M from ground level: Providing and erecting Project Display Board of size 1.80 vertical x 1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting strengthned by welding to MS angle of size 35x35x5mm iron framework on all sides,extra cross vertical angle fixed using nuts and bolts,base of board shall be cleaned,applying red oxide and blank paint by sprayer on both sides of theboard and all MS iron frameworks,background of the facing side of the board painted in traffic yellow,project information written in English/Kannada/Hindi, painting letters and numerals in black,fixed on a Mild steel angle iron post 75mm x75mm x6mm,2 nos firmly fixed to the grouund by means of properly designed foundation with M15 Grade Cement Concrete 45cmsx45cmsx60cms, 60 cms below ground level(2 Nos of 3.80 Mtrs overall length each) as per approved drawing including necessary cost of lettering, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all other incidental charges, etc complete,. as per specifications and as directed by Engineer in charge of Work.

SUB-ESTIMATE 3 BRIDGE AT GUDDEKOPPA (APPROACH ROAD) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including cost of all materials, all lead & Lift, loading & unloading, labour charges, transportation charges, hire charges of machinery, all other incidental charges, etc complete, as per specifications & as directed by Engineer-in-charge of Work.By mechanical means In area of light jungle.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lead, lifts &transporting to site spreading grading to required slope and compacted to meet requirement of table No 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer grading by motor grader consolidation by vibratory road roller including cost of all materials, transportation charges, labour charges, loading & unloading, hire charges of all machineries, including all other incidental charges etc..,complete. as per specifications & as directed by Engineer-in-charge of Work.

Construction of Granular sub-base by providing, laying spreading and compacting of Close graded material, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. (150 mm Compacted Thickness) Plant mix method Grading II

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 &13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with Mechanical paver finisher to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, including cost of all materials, labour charges, loading & unloading, transportation charges, all lead & Lift, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of mixed material, Design Mix components, all other incidental charges, etc complete as per specifications and as directed by Engineer in Charge of Work. (250 mm Compacted Thickness) Plant mix method

Providing and applying primer coat with Slow Setting Bitumen Emulsion (SS-I) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, labour charges, loading & unloading, transportation charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Emulsion, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work. on WMM/WBM at 0.80 kg per sqm

Providing and applying Tack Coat as per Table 500-5 on prepared surface using 80/100 grade Bitumen(VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by bitumen pressure distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking, transportation charges, lighting, guarding, barricading, maintenance of diversion road, including lead charges of Bitumen, all other incidental charges etc complete as per specifications and as directed by Engineer in Charge of Work . Using Bitumen 80/100 Grade(VG-10) on Granular Surfaces Treated with primer at 2.5kg /10sqm

providing and laying Dense Grade Bituminous macadum using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler(cement),2% by weight of aggregates ,premixied with bituminious binder 60/70 grade(VG-30) in Batch/ Hot mix plant,loading of aggregates with F.E.loader,transported to site in tipper to paver,laid over previously prepared surface with paver finisher to required grade,level,allignment,rolling with smooth wheeled roller 8-10 tonnes,vibratory roller 8 tonnes, Smooth wheeled tandem roller 6-8tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour ,hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting including lead of bitumen and Cement, including all lead of mixed material, all other incidental charges, Design Mix components etc complete as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tackcoat )(50 mm Compacted thickness) Using 40-60 TPH hot mix plant and mechanical paver finisher Grading 2 : 50 mm compacted thickness (26.50mm nominal size) @4.50% Bitumen

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, all lead and lifts, loading, unloading, stacking, transporting etc complete, including all lead for Bitumen & ement, with all lead of mixed material, all other incidental charges, design mix components etc complete,. as per specifications and as directed by Engineer in charge of Work (excluding cost of primer/tack coat) (Compacted thickness) using 40-60 TPH Hot mix plant with Mechanical paver finisher Grading 2 with 5.40% Bitumen (30mm compacted thickness) (13.20 mm nominal size) using 60/70 grade (VG-30)

SUB-ESTIMATE 3 BRIDGE AT GUDDEKOPPA (DIVERSION ROAD) Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading breaking of clods, removal of roots and other organic materials to the required line grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95%of maximum dry density as per table 300-2 including all cost of materials, all lead and lifts, loading, unloading, transpotation charges, all labour charges ,hire charges of all machineries, vibrating, compacting charges & including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work.

Providing and laying Reinforced cement concrete pipe NP3 Prestressed concrete pipe for culverts on first class including bedding of granular material in single row, fixing collars with clean sieved sand cement mortar 1:2 including all cost of material, lead ,lifts loading & unloading transpotation charges,curing charges, centering all labour,hire charges of machineries, including all other incidental charges etc.., complete as per specifications & as directed by Engineer-in-charge of Work. as per specifications Using NP-3 Pipe 900mm dia.

Gajanan J Naik

N S NAYAK AND SONS

M G Arunkumar

PRN INFRATECH

Gajanan J Naik

N S NAYAK AND SONS

M G Arunkumar

PRN INFRATECH

Gajanan J Naik

N S NAYAK AND SONS

M G Arunkumar

PRN INFRATECH

Bidder Name

PRN INFRATECH

R S NAYAK AND CO

N S NAYAK AND SONS

M G Arunkumar

Gajanan J Naik