One time improvement of Existing road for bypass stretch Gubbi town on Tumkur Shimogga section of NH 206 from Km.18.300 to Km.27.050 in the state of Karnataka

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned with lead and liftincluding removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads)(ii)A In area of light jungle - By Mechanical Means using Dozer" including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal : Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, with all lifts and lead including all labour, usage charges of all machinery etc., complete. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. ( including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of Median and Island with Soil Taken from Borrow Areas. Construction of Median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408, including cost of all materials, labour, usage charges of all machinery, loading & unloading all lead, lifts etc., complete. (Compacted thickness) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete with lead of mixed material up to 1 Km (Compacted thickness)C (v) Grading-V Material (Close graded). including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Dry Lean Cement Concrete Sub- base : Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate as per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing to the required grade, level and alignment, including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with a lead of mixed material upto 1 Km (Compacted thickness). including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Cement Concrete Pavement : Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum, coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spread, 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 as approved, curing compound, finishing to lines and grades as per drawing, to the required grade, level and alignment,textured with texturing machine, finishing and curing including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Thin White topping : Construction of thin white topping with plain Cement Concrete pavement over existing surface with approved grade cement at 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 as per drawing, form work, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant item 1 Km. mix lead is considered. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

PCC M-15 for Kerb Base

PCC M-20 for Kerb Base

Painting Two Coats on New Concrete Surfaces : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

90 Cm Equilateral Triangle (8.4A(ii))

90 Cm high Octagon (8.4A(xv))

90 Cm Circular

90x75 cm Rectangular

60x80 cm Rectangular

Direction and Place Identification Signs with size more than 0.9 sqm size Board. : Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Road marking with hot applied thermo plastic compound : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 2.5mm Thick including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

5th kilometre stone (precast) [Item No.8.14.1,

Ordinary kilometer stone (precast) [Item No.8.14.2,

200 metre stone (precast) [Item No.8.14.3,

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation including pointing & finishing, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and laying of a reinforced cement concrete pipe duct, 600 mm dia, across the road by HDD Method, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings, Single row for one utility service including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Tack Coat on Bituminous surfaces (i) a Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Dense Graded Bituminous Macadam - Grading -II : Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat - 50-75 mm compacted thickness. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Bituminous Concrete - Grading -II : Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat- 30-40 mm compacted thickness including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Excavation for Structures: Earth work in excavation of 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 and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. Ordinary soil - Mechanical Means (Depth upto 3 m) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix up to 1 Km (excluding cost steel & fabrication charges). PCC Grade M15. PCC Grade M15 using batching plant & Concrete pump, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing & laying Plain/Reinforced Cemen t Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix up to 1 Km (excluding cost steel & fabrication charges). RCC Grade M 30 RCC Grade M30 using batching plant transit mixer & Concrete pump including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix up to 1 Km (excluding cost steel & fabrication charges). RCC Grade M30 using batching plant transit mixer & Concrete pump including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Foundation, including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting,, stacking neatly, etc., complete, as per drawing & Technical specifications. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications. including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Drainage Spouts complete as per drawing and Technical specification including cost of all labour, material usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, including cost of all materials, compacted with plate compactor, all labour, material, usage charges of machinery, lead, lifts, loading. unloading, transporting, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and laying of Filter media Cum 2 with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead. lifts, loading, unloading, transporting,, stacking, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Reinforced cement concrete M30 Cum Grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading unloading, transportation stacking finishing the exposed faces, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of durt, dust, oil grease, efflorescence and applying paint @ the rate of 1 litre for 2 sqm. including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

A.Balarama Reddy (BID ID -3176516)

Bidder Name

A.Balarama Reddy

H Narayanappa