CONSTRUCTION OF IDAGUNJI TALAMOTE BRIDGE IN UTTARKANNADA DISTRICT

Amount

SUB-ESTIMATE 1 (BRIDGE PROPER) Clearing and grubbing road land including uprooting rank vegetation, grass, shrubs, sapling and trees girth up to 300mm, removal of sumps 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 labour charges, all lead and lift, loading and unloading charges, all other incidental charges etc. Complete as per specifications and 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 labour charges, all lead and lift, loading and unloading charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. Ordinary soil, Mechanical Means using Hydraulic Excavator, Depth Upto 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 labour charges, all lead and lift, loading and unloading charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. Ordinary soil, Mechanical Means using Hydraulic Excavator, Depth 3.00 m to 6.00mtr

Providing and laying Plain cement concrete in open foundation using Granite / Basalt / Trap aggregates clean sieved approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, all lead & Lift, loading & unloading, labour charges, form work, centering, vibrating compacting, hire charges of machinery,transporting stacking, curing finishing the exposed faces, all other incidental charges etc., complete as per specifictions & 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 Reinforced cement concrete in Open foundation using Granite / Basalt / Trap aggregates clean sieved approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, all lead & lift, form work, centering, vibrating, compacting, hire charges of machinery, loading, unloading,transporting, stacking, curing, finishing the exposed faces including 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 M30 using 20mm and downsize metal.

Providing & laying 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, centering, vibrating, including cost of all materials, all lead & lift, form work, centering, vibrating, compacting, hire charges of machinery, loading, unloading,transporting, stacking, curing, finishing the exposed faces including 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) RCC M 30 (20mm & Downsize), Height up to 5m. Using Concrete mixer.

Providing & laying 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, centering, vibrating, including cost of all materials, all lead & lift, form work, centering, vibrating, compacting, hire charges of machinery, loading, unloading,transporting, stacking, curing, finishing the exposed faces including 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) RCC M 30 (20mm & Downsize), Height up to 5m to 10.00mtr. 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, centering,finishing exposed faces nicely, curing as per drawing including cost of all materials, all lead & lift, form work, centering, vibrating, compacting, hire charges of machinery, loading, unloading,transporting, stacking, curing, finishing the exposed faces including 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 RCC M35, Using Concrete Mixer , For solid 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, all lead & lift, compacting, hire charges of machinery, loading, unloading,transporting, stacking, including all lead for Bitumen & Cement, 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 thickness) using 40/60 TPH Hot mix plant with mechanical paver finisher, Grading-II with 5.40% Bitumen (45mm compacted thickness )(13.20mm nominal size) Using 60/70 Grade (VG-30) Bitumen.

Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in foundation including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, all lead & lift, hire charges of machinery, loading, unloading,transporting, stacking, barbending charges, labour charges, including all lead for Steel 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, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, all lead & lift, hire charges of machinery, loading, unloading,transporting, stacking, barbending charges, labour charges, including all lead for Steel 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 superstructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, all lead & lift, hire charges of machinery, loading, unloading,transporting, stacking, barbending charges, labour charges, including all lead for Steel 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 labour charges, all lead and lift, loading and unloading charges, all other incidental charges etc. Complete as per specifications and 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 including cost of all materials, all labour charges, all lead and lift, loading and unloading charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work Using 110 mm 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, all labour charges, all lead & lift, form work, cost of steel and fabrication charges, casting, handling, transporting, loading, unloading, fixing in position, curing charges, design mix components, including all lead for cement and steel, including all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work 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 all materials, all labour charges, all lead and lift, loading and unloading charges, watering charges, transporting, stacking, all other incidental charges etc. Complete as per specifications and 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, all labour charges, all lead and lift, loading and unloading charges, watering charges, transporting, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. Granular material with all lead

Providing Plain cement concrete M 15 ordinary grade Levelling Course below Approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed, laying, vibrating, curing, including cost of all materials, labour, formwork, curing, loading , unloading, all lead & lift, loading and unloading charges, transporting, stacking, all other incidental charges, including lead for cement etc Complete as per specifications and 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, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading , unloading, all lead & lift, loading and unloading charges, transporting, stacking, all other incidental charges, including lead for cement and Steel etc Complete as per specifications and as directed by Engineer-in-charge of work Using concrete 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 etc., 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, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, etc 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, fixing in position, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, 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, all lead & lift, loading & unloading, transportation charges, labour charges, 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 boulder apron laid dry in front of toe of embankment complete as per drawing including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, etc complete as per specifications & as directed by Engineer in charge of Work. Using Stone or boulder

Project Display Board of size 1.80x1.60 M and 2.80m from a 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 strengthened by welding to MS angle of a size 35x35x5mm iron frame work on all sides,extra cross vertical angle fixed using nuts and bolts,base of the bold shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame work , background of the facing side of the board pointed in traffic yellow,project information written in english/kannada/hindi,painting letters and numerals in black,fixed on a mild steel angle iron post 75mmx75mmx6mm ,2 No's firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cms x 45 cms x60 cms , 60cms below ground levels and the board 2.80m from ground level (2 No'sof 3.80m overall length each) as per approved drawing including necessary cost of lettering's , including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, etc complete as per specifications & as directed by Engineer in charge of Work

SUB ESTIMATE II (APPROACH ROAD) Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all 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 achieve 91% compaction of maximum dry density and finish the surface etc., spreading by Dozer grading by motor grader consolidation by vibratory road roller including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, 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 Wet Mix Plant of 75 Tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, lighting, guarding, barricading, maintenance of diversion road, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, all lead of mixed material, etc complete as per specifications & as directed by Engineer in charge of Work (Compacted Thickness 150 mm) 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, lighting, guarding, barricading, maintenance of diversion road, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, all lead of mixed material, etc complete as per specifications & as directed by Engineer in charge of Work (Compacted Thickness 250 mm) Plant mix method

Providing and applying primer coat with slow setting bitumen(SS-I) emulsion 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 of 0.80 kg/sqm as per Table 500-1, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, hire charges of machineries, all other incidental charges, all lead for Emulsion, etc complete as per specifications & as directed by Engineer in charge of Work. On WMM/WBM at 0.8 kg per sqm

Providing and applying Tack Coat as per Table 500-5(Draft V Edition) on prepared surface using 80/100 grade bitumin(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, all lead & lift, loading & unloading, transportation charges, labour charges, hire charges of machineries, all other incidental charges, all lead for Bitumen etc complete as per specifications & as directed by Engineer in charge of Work. On Granular Surfaces Treated with primer at 2.5kg /10sqm

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500- 8,9,10 of specified graded aggregates and filler(cement) @ 2% by weight of aggregates, premixed with Bituminous 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 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, all lead & lift, loading, unloading, stacking, transporting, labour charges, hire charges of machinery, all other incidental charges, design mix components, all lead for bitumen & Cement, all lead of mixed material etc complete as per specifications & as directed by Engineer in charge of Work. (excluding cost of primer/ tack coat) Using 40-60 TPH Hot mix plant and Mechanical paver Finisher, Grading-2 50mm compacted thickness (26.50 mm nominal size) @ 4.50% Bitumen Using Bitumen 60/70 Grade (VG-30)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 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, all lead & lift, loading, unloading, stacking, transporting, labour charges, hire charges of machinery, all other incidental charges, design mix components, all lead for bitumen & Cement, all lead of mixed material etc complete as per specifications & as directed by Engineer in charge of Work excluding cost of primer/tack coat. Using 40-60 TPH Hot mix plant with Mechanical Paver finisher. Grading 2 with 5.4% Bitumen (30 mm compacted thickness)(13.20mm nominal size) Using 60/70 grade (VG-30) bitumen

SUB ESTIMATE III ( BUND) 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, transportation charges, 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 Upto 3.00 m

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

Providing and laying plain cement concrete 1:3:6 nominal mix for foundation using granite/trap/basalt stone aggregates 40mmand down size and clean sieved approved sand in foundation including mixing mechanically,laid in layers not exceeding 15cms,vibrating,compacting including formwork, centering, including cost of all materials, all lead and lift, all labour charges, ,hire charges of machinery, loading and unloading stacking charges,curing ,finishing the exposed faces in CM 1:4 including all lead for cement, all other incidental charges etc complete as per specifications and as directed by Engineer in charge of Work.

Providing and laying Reinforced cement concrete in Open foundation using Granite / Basalt / Trap aggregates clean sieved approved sand, including mixing mechanically laid in layers not execeeding 15 cms thick layer as per drawing including cost of all materials, all lead & lifts, loading, unloading,transporting, stacking, curing, finishing the exposed faces, form work, centering, vibrating compacting, hire charges of machinery, design mix components, all lead charges for Cement as per specifications and as directed by Engineer in charge of Work. (excluding cost of steel and fabrication charges) Using Concrete Mixer, RCC M30 using 20mm and downsize metal

Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness,spreading,breaking 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 including cost of all materials, all lead and lifts ,loading, unloading, all labour charges, hire charges of all machineries, all other incidental charges, watering charges etc complete as per specifications & as directed by Engineer in charge of Work.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all 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 achieve 91% compaction of maximum dry density and finish the surface etc., spreading by Dozer grading by motor grader consolidation by vibratory road roller including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, 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 Wet Mix Plant of 75 Tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, lighting, guarding, barricading, maintenance of diversion road, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, all lead of mixed material, etc complete as per specifications & as directed by Engineer in charge of Work (Compacted Thickness 150 mm) 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, lighting, guarding, barricading, maintenance of diversion road, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, all other incidental charges, all lead of mixed material, etc complete as per specifications & as directed by Engineer in charge of Work (Compacted Thickness) Plant mix method

Providing and applying primer coat with slow setting bitumen(SS-I) emulsion 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 of 0.80 kg/sqm as per Table 500-1, including cost of all materials, all lead & lift, loading & unloading, transportation charges, labour charges, hire charges of machineries, all other incidental charges, all lead for Emulsion, etc complete as per specifications & as directed by Engineer in charge of Work. On WMM/WBM at 0.8 kg per sqm

Providing and applying Tack Coat as per Table 500-5(Draft V Edition) on prepared surface using 80/100 grade bitumin(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, all lead & lift, loading & unloading, transportation charges, labour charges, hire charges of machineries, all other incidental charges, all lead for Bitumen etc complete as per specifications & as directed by Engineer in charge of Work. On Granular Surfaces Treated with primer at 2.5kg /10sqm

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500- 8,9,10 of specified graded aggregates and filler(cement) @ 2% by weight of aggregates, premixed with Bituminous 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 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, all lead & lift, loading, unloading, stacking, transporting, labour charges, hire charges of machinery, all other incidental charges, design mix components, all lead for bitumen & Cement, all lead of mixed material etc complete as per specifications & as directed by Engineer in charge of Work. (excluding cost of primer/ tack coat) Using 40-60 TPH Hot mix plant and Mechanical paver Finisher, Grading-2 50mm compacted thickness (26.50 mm nominal size) @ 4.50% Bitumen Using Bitumen 60/70 Grade (VG-30)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 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, all lead & lift, loading, unloading, stacking, transporting, labour charges, hire charges of machinery, all other incidental charges, design mix components, all lead for bitumen & Cement, all lead of mixed material etc complete as per specifications & as directed by Engineer in charge of Work excluding cost of primer/tack coat. Using 40-60 TPH Hot mix plant with Mechanical Paver finisher. Grading 2 with 5.4% Bitumen (30 mm compacted thickness)(13.20mm nominal size) Using 60/70 grade (VG-30) bitumen

Bidder Name

B.S.M. CONSTRUCTION COMPANY