Improvement and development of Four lane road from NH17 to Murudeshwara in Bhatkal Taluk Job No. CRF/KNT/2016/17/1822

Amount

Dismantling of flexible pavements and disposal of dismantled material stacking serviceable material serviceable separately 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.

Dismantling of existing strutures like culverts, bridge, retaining walls and others struture comprising of masonry,cement concrete,woodwork,steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material,disposal of un serveceable material with all lifts and all lead, including cost of all materials, all labour charges,loading and unloading charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. Lime/Cement concrete/ RCC/PSC by mechanical means CC grade M-15 & M-20.

Earthwork excavation for road work in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines,grades and cross section, and trasporting to the embakment location,with all lifts and lead , including cost of all materials, all labour charges, loading and unloading charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work.

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 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.

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 layers with motor grader on prepared suface and compacting with vibratory roller 8-10 tone to achieve the desires density of 98% including protection of edges of GSB layer, hire changes of machinery,lighting, guarding, barricading, maintenance of diversion road loading & loading, 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. (Compacted thickness) 0.2/0.15m

Construction of wet mix macadum by providing laying spreading and compacting of graded stone aggregates as per table 400-12&13 mixiing in a Wet mix plant of 75 tone capacity at OMC, carring 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 tone to achieve the desired density of 98%including protection of edges of WMM layer, cost of all materials, labours charges, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road loading & unloading all lead and lift all other incidental charges, all lead of mixed materials etc. Complete as per specifications and as directed by Engineer*in-charge of work.0.15m compacted thickness

Providing and applying primer coat with Slow Setting bitumen (SS-I) emulsion complying with IS 8887of 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 Distibutor, uniformly at the rate as per Table 500-1, including cost of all materials, all labour charges, all lead and lift, hire charges of machinery, all lead charges for Emulsion, loading and unloading transportation charges, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. On WMM/WBM Surface @ 0.8kg/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, all labour charges, all lead and lift, hire charges of machinery, all lead charges for Bitumen, loading and unloading transportation charges, including all lead charges for Bitumen, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. On granular surface treated with primer at 2.5kg/10 sqm.

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 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, vibratoryroller 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 labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all lead charges for Bitumen and cement all lead charges of mixed materials, designe mix components, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work.excluding cost of primer/tack (compacted thickness) using 40-60 TPH Hot mix plant and Mechanical Paver Finisher. Grading 2 : 50 mm compaced thickness (26.50 mm nominal size ) @ 4.50% Bitumen Using bitumen 60/70 grade (VG-30)

providing and laying Bituminous concrete using crushed aggregates as per table 500-16,17 specific graded 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 suface with paver finisher to the required grade level aliqnment rolling with smooth wheeled roller 8-10 tonnes vibratory rolling with 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, including cost of all materials, all labour charges, all lead and lift, loading and unloading transportation charges, stacking, all lead charges for Bitumen and cement, design mix components, all lead charges of mixed materials, all other incidental charges etc. Complete as per specifications and 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 : with 5.4% Bitumen (30 mm compacted thickness) (13.20 mm nominal size) Using bitumen 60/70 grade (VG-30)

Providing and construction of Dry lean concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate 25mm & 12.5 mm Granite/Basalt/Trap metal & clean seived approved sand, after blending to be as per table 600-1, cement content at 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less then 100mpa at 7days, loading materials to batch mix plant by F.E. Loader, mixed in a batching plant at 75 Cum/hr transported to site in tipper to paver, laid with paver finisher with eloctronic sensor, to the required grade, level and alignment, compacting with 8-10 tonnes vibratory roller, finishing and curing including cost of all materials, labour, lead and lift, hire charges of machineeries etc., including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all lead charges for cement, all lead charges of mixed materials, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. (Compacted thickness) 10mm.

Providing and Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 Kg per cum, coarse and fine aggregate conforming to IS 383, Coarse aggregate 25mm $ 12.5 mm granite/Basalt/Trap metal as per table 600-3 & clean seived approved sand loading materials to batch mix plant by F.E. Loader, mixed in cement concrete batch mix plant 175 Cum/hours as per approved mix design, transported to site in transit truck agitator 5 Cum capacity, laid with a slip form paver with electronic sensor, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures curing compound as approved, finishing to the required grade, level and alignment, textured with texturing machine, finishing and curing, loading and unloading, transportation charges,design mix components including all lead for cement, all labour charges etc,. Complete as per specifications and as directed by Engineer-in-charge of work. 20mm thickness.

providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC :67-2001 made of high intensity grade micro prismatic HIP type XI sheeting, fixed over aluminium sheeting, 2mm thick firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45 cm x60 cm, 60 cm below grouind level as per approved drawing. the item include earth work excavation, cement concrete M - 15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface as per clauses, including curing, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. 90cm Equilateral traingle.

providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC :67-2001 made of high intensity grade micro prismatic HIP type XI sheeting, fixed over aluminium sheeting, 2mm thick firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45 cm x60 cm, 60 cm below grouind level as per approved drawing. the item include earth work excavation, cement concrete M - 15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface as per clauses, including curing,including cost of all materials, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. supported on a class 'B' GI pipe 80 mm dia 3.50 mtrs long - XI sheeting 60 cm Circular.

providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC :67-2001 made of high intensity grade micro prismatic HIP type XI sheeting, fixed over aluminium sheeting, 2mm thick firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45 cm x60 cm, 60 cm below grouind level as per approved drawing. the item include earth work excavation, cement concrete M - 15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface as per clauses, including curing, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work. 80cum x 60cum rectangular.

Painting the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigment, resigns, and glass reflectorising beeds ) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of 5 kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beds at 250 gms/sqmtr allowing cooling to ambient pavement tempaleture, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion traffic control including cost of all materials, all labour charges, all lead and lift, loading and unloading,transportation charges, stacking, and all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work.

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 bank paint by sprayer on both sides of the board 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 x 6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 Grade Cement Concrete 45cmsx45cmsx60cms,60 cms below ground level and the board 2.80m from ground level (2 Nos of 3.80 Mtrs overall length each) as per approved drawing including necessary cost of letterings, labour, hire charges of machineries, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work.

Providing mild steel Railing as per drawing No.BD/1-88 using ISMC 100,MS flat, MS bars, nuts, and washer for fixing, painting 3 coats of synthetic paint over one shop coat with red oxidepainting fixing in position welding and drilling equipments, in concreteincluding cost of all materials, including cost of all materials, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work

SUB-ESTIMATE 2 (CONSTRUCTION OF CULVERTS) Earthwork excavation for Foundation struture 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 trasportation charges, stacking, 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 3m)

Providing and laying plain / reinforced cement concrete M 15 (1:2:4) in open foundation using granite/trap/ basalt aggregates of 20mm and down size and clean sieved approved sand including mixing mechanically in concrete mixer laid in layers not exceeding 15cms thick layer,as per drawing including cost of all materials, formwork, centring, vibrating, compacting,hire charges of machinery,lead,lift,loading unloading,transporting, stacking,curing,finishing the exposed faces , design mix componets including lead for cement. etc Complete as per specifications and as directed by Engineer-in-charge of work. Excluding cost of steel & fabrication charges.

Providing and laying plain / reinforced cement concrete M 20 (1:1.5:3) in substruture for abutment / pier cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in concrete mixer laid in layer not exceeding 15cms thick layers as per drawing including cost of all material form work,centering, vibrating ,compacting hire charges of machinery ,lead,lift,loading ,unloading,transporting, stacking,curing finishing the exposed faces design mix componets including lead for cement. etc Complete as per specifications and as directed by Engineer-in-charge of work. (Excluding cost of steel & Fabrication charges)

Providing and laying Reinforced cement concrete M-25 (1:1:2) for solid slab superstruture using granite /trap /basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in concrete mixer laid in layers not exceeding 15 cm thick layers as per drawing including cost of all materials, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, design mix componets including lead for cement.all other incidental charges etc. Complete as per specifications and as directed by Engineer-in-charge of work.(excluding cost of steel and fabrication charges)

Providing TMT steel bar reinforcement conforming to IS-1786,Fe 500 grade designation including straightening bars,cutting,bending wire after placing in position,tyeing,lapping and or welding wherever 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, including cost of all materials, all labour charges, all lead and lift, loading and unloading trasportation charges, stacking, all other incidental charges, ncluding lead for steel etc. Complete as per specifications and as directed by Engineer-in-charge of work.

N R NAYAK

Bidder Name

N R NAYAK

B.S.M. CONSTRUCTION COMPANY