Improvments to Bande Basaweshwara Swamy temple

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 (By tractor) to be used or auctioned, including removal and disposal of top organic soil including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- By Mechanical Means, In area of light jungle

Road Portion

Surface/Subsurface Drains in Soil. Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 and 309. Excavated material to be used in embankment at site including all lead, lifts,loading and unloading, all labour, hire charges of all machineries with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work. A.Mechanical means using Hydraulic excavator.

Road Portion

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 with a lead of 1.0 km. all lifts, including loading, unloading, all labour with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work

Road Portion

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material ( Table -400-1) , 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 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, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road to achieve minimum CBR value of 30%, loading & unloading, all lead and lift with all lead for mixed material with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.(Compacted Thickness) Using Grading-II Plant Mix method ( As per job mix)

Road Portion

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper , laid over a previously prepared surface 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, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with lead of mixed material all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) B. By using Motor grader( As per job mix)

Road Portion (From KM 0.2 to 2.00 KM)

Providing and applying primer coat with slow setting bitumen emulsion (SSI) 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 500-3, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion (From KM 0.2 to 2.00 KM)

Using 80/100 grade Bitumen (VG-10) : Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumen(80/100 grade Bitumen) 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, lead, loading, unloading stacking, with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.On granular base such as WBM & WMM surfaces treated with primer/over B.T. surface (dry & hungry) at min 2.5kg/10sqm

Road Portion (From KM 0.2 to 2.00 KM)

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with minimum bituminous binder VG-30 Grade Paving Bitumen(as per clause 504.2.1) complyimg with IS 73 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 Mechanical 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, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work .Note : Protection of DGBM is as per clause 504.5 of MORTH Specification for Roads & Bridges, 5th rivision. (Compacted thickness). Using 40-60 TPH HMP. 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)

Road Portion (From KM 0.2 to 2.00 KM)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen(60/70 Grade) as per clause 504.2.1) complying with IS 73/IS15462(IRS SP53) 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 Mechanical 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, lead, lifts, loading, unloading, stacking, transporting with a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness-30mm). Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen Using VG-30 grade Paving Bitumen (60/70 grade) ( As per job Mix)

Road Portion (From KM 0.2 to 2.00 KM)

Providing and Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate 25 mm & 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 than 10 Mpa at 7 days, 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 electronic sensor, to the required grade, level and alignment, compacting with 8-10 tonnes vibratory roller, finishing and curing including cost of all materials, labour, with all lead and lift, hire charges of machineries with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted thickness). ( As per design Mix)

Road Portion (From KM 0.0 to 0.2 KM)

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 25 mm & 12.5 mm Granite/Basalt/Trap metal & clean seived approved sand,. loading materials to batch mix plant by F.E. Loader, mixed in a cement conrete batch mix plant 175 Cum/hour 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 of him telimpermiable plastic sheet of 125 micron sealant primer, joint sealant, debonding strip, dowel bar,to be painted with empoxy paint tie rod super plasterized admixtures confirming to IS 9103-1995, curong compound approved, finishing to the required grade, level and alignment, textured with texturing machine, finishing and curing including cost of all materials, labour, lead and lift, hire charges of machineries including all other incidental charges etc., except lead for cement (Compacted thickness-200mm) and as per the direction of the Engineer-In-Charge of work for successful completion of work .(As per design mix)

Road Portion (From KM 0.0 to 0.2 KM)

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, 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 dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion (From KM 0.0 to 2.00 KM)

Kilometre Stone Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with C.M. 1:2, curing, painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. 5th kilometre stone (precast) Note : The rate for excavation, cement concrete, steel reinforcement, painting and lettering are included in this item of work, including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion

Kilometre Stone Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with C.M. 1:2, curing, painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. Hecto Meter stone (precast) Note : The rate for excavation, cement concrete, steel reinforcement, painting and lettering are included in this item of work, including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion

Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to body made of polycarbonate mould, with a height of 20mm size of 130mm X 105mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface within the limit of 35 + / - 5 degree to the base on either side. The marker shall display an initial minimum luminous intensity of 279 mcd / lux at an entrance angle of zero degree and observation angle of 0.20degree. The corresponding values for 20 degree entrance and 0.2degree observation angle shall be 112 mcd / lux with colour multiplying factor on either cases for white, yellow and red markers being 1.00, 0.60 and 0.25 respectively. The RPM’s should be fixed by using two numbers of polymer shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion

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 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a 2Nos,of class B GI pipe 80 mm dia, of length 3.50 Mtrs 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. B. Supported on 2 nos. of class B GI pipe 80 mm outer dia, of length 3.50 Mtrs. Note: Including lettering and arrow marks on sign board to be provided as per actual requirement with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion

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 IV sheeting including lettering , fixed over aluminium sheeting, 2 mm thick supported on class B GI Pipe 80mm outer dia, 3.5mtrs height(minimum effective height 1.90m) fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Road Portion 60 cm equilateral triangle

Road Portion 60 cm circular

Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil 16 Guage (1.6mm thickness) sheeting strenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron framworks, 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 75 mm x 75 mm x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45x 60cm, 60cm below ground level and the board 2.8m from ground level as per approved drawing including cost all materials, labour, hire charges of machenery, lead, lift, loading, unloading, curing backfilling, transporting etc., and with all other incidentental charges., complete as per the direction of the Engineer-In-Charge for successful completion of work

Road Portion

Supply & Installation of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens in passive mode. The marker shall support a load of 20000 kg tested in accordance to IRC 37 and shall be resistant to dust and water ingress according to IP 65 (Ingress Protection 65 is a test which is conducted to check if solar road stud is protected from total dust Ingress and low pressure water jets from any direction) standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. 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 and with all other incidentental charges., complete as per the direction of the Engineer-In-Charge for successful completion of work Two years warranty for the reflectivity from the original manufacturer shall be submitted by the contractor

Road Portion

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Mechanical means using Hydraulic Excavator (Depth upto 3m)

Drain Portion Ch 0.00 KM to 0.20 Km

Culvert Portion

Providing Plain cement concrete 1:3:6 with granite/ Basalt/ Trap crushed stone aggregates 40mm and down sizeclean sieved approved sand mechanically mixed, placed in foundation and compacted by vibrator ,curing, for 14 days including cost of all material ,labour, lead, lift, hire charges of machinery etc., with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Drain Portion Ch 0.00 KM to 0.20 Km

Culvert Portion

Providing & laying Plain / Reinforced Cement Concrete M 15 in substructure / superstructure upto 5 mtrs. using granite/trap/basalt aggregates 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, 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 etc., complete except lead for cement. (excluding cost of steel and fabrication charges) with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Drain Portion Km.0.00 to Km 0.20

Crash Barrier

Providing & laying Plain / Reinforced Cement Concrete M 20 (1:11/2:3) in substructure 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 layers not exceeding 15cms thick layers, 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 etc., complete except lead for cement. (excluding cost of steel and fabrication charges) with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Drain Portion Ch 0.00 KM to 0.20 Km Top slab

Culvert Portion

Providing T.M.T. Steel bar reinforcement conforming to IS-1786 FE-500 Grade designation as per table 1000-3 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, bar bending charges, labour, lifts etc., complete.except lead for steel.

Drain Portion

Culvert Portion

Cable Duct Across the Road. Providing and laying of a reinforced cement concrete NP-3 pipe duct, 300 mm dia, across the road (new construction), 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 as per approved drawings including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Drain Portion From ch 0.00 to 0.300

Providing, erecting and fixing “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 including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Crash Barrier

Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Drain Portion

Providing and Laying Reinforced cement concrete pipe NP4/NP3, Pre stressed concrete pipe for culverts on first class bedding of granular material in Single row, fixing collar with clean seived approved sand cement mortar 1:2, including curing, cost of all materials, labour, loading, unloading, lead, lift, etc., completeUsing NP3 Pipes.complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Culvert Portion

Bidder Name

S R Ravishankar