Construction of RUB in lieu of LC No 5 at Km 5 60 of MDR road Mysuru Belagola road in Mysore Taluk Mysore District

Amount

Earthwork excavation for foundation structures as per drawing and technical specfication, 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, labour, cost of dewatering with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. In Ordinary Soil by Mechanical means using Hydraulic Excavator(Depth upto 3.00m)

Earthwork excavation for road way in soil by mechanical means using dozer including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all labour, hire charges of all machineries etc., complete with all other incidental charges etc., complete and 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, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) PCC Grade M15 A - Case I. PCC Grade M15 using batching plant & Concrete pump

Plain/Reinforced Cement Concrete on open foundation complete as per drawing for Pipe Culvert complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) B - Case I. PCC Grade M20 using batching plant transit mixer & Concrete pump

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) RCC Grade M35 H - Case I. RCC Grade M35 using batching plant transit mixer & Concrete pump

RCC grade M 35 using batching plant transit mixer & concrete pump .including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) H. RCC Grade M35 using batching plant transit mixer & Concrete pump. p. Height upto 5m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage charge of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. RCC Grade M25 Using batching plant, transit mixer and concrete pump B (i) (p). For solid slab super-structure -Height upto 5m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage charge of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. RCC /PSC Grade M35 Using batching plant, transit mixer and concrete pump D (i) (p). For solid slab super-structure-Height 5m to 10m

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage charge of machinery, curing with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and 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 sub-structure complete as per drawing & Technical specifications. Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and 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 super-structure complete as per drawing and technical specifications Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a required thickness 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 including cost of all labour, material, usage charges of machinery, lead, lift, loading, unloading, transporting etc., complete.with all other incidental charges etc., complete and 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 4kg/sqm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Clearing and Grubbing Road Land 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 including removal and disposal of top organic soil not exceeding 150 mm in thickness.(for new roads)including cost of all labour, materials , usage charges of machniery with all other lead, lift, loading , unloading , transporattaion stacking incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (iii) A. In area of light jungle - By Mechanical Means using Motor Grader.

Compacting Original Ground Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete with all other lead, lift, loading , unloading , transporattaion stacking incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work I-B-(i). Ordinary soil - Mechanical Means - Depth upto 3 m

Granular Sub-Base with Close /Coarse Graded Material (Table:- 400-1) Plant mix method 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 and lift etc., complete . (Compacted Thickness)Grading-II Material (Close graded) including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacted graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete with lead of mixed material (Compacted Thickness) Laying Using Mechanical Paver including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Prime Coat Prime Coat over WMM/WBM Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per table 500-3, including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., complete, including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Tack Coat Tack Coat on Granular surfaces Providing and applying Tack Coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.25 kg/sqm on prepared granular surface cleaned with mechanical Broom & dusting by Air compressor, and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc complete including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Dense Graded Bituminous Macadam 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 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 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 to achieve the desired compaction. 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 (Compacted thickness) 50 - 75 mm compacted thickness including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work As per job mix NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision.

Bituminous Concrete 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-30 grade Paving Bitumen as per cluase 504.3.1 complying with IS 73-2013 of specified grading, premixed with bitumenous binder @ 5.4% of mix and filler @ 2% by weight of aggregate, trasporting 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,with a lead of mixed material. As per Job mix 30 - 40 mm compacted thickness. including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Cast in Situ Cement Concrete M20 Kerb 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, to the required grade, level and alignment as per drawings, formwork, curing, 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 PCC M20 for kerb Cast-in-situ including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408, including cost of all labour, usage charges of all machinery, loading, unloading with all lead and lift etc., complete. including all incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Solar Powered Road Marker ( Solar Stud) Supplying 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 capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 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 microamperes at 2.4 V in sleepcharging 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 and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading, transporting etc., complete.

Retro-Reflectorised Traffic Signs 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, 3mm/4mm thick Aluminium composite material sheet 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 ,3.2 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 curing, cost of all materials all labour, lead, lifts, loading, unloading trasnporting, etc., complete.

60 cm equilateral triangle

80mm x 60mm Rectangular

60 cm x 45 cm rectangular

60 cm Circular

60 cm x 50 cm rectangalar

Direction and Place Identification Signs 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 vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

2.5mm thick

10mm thick

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, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Road Delineators 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 toIRC-79 and the drawings. including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with TMT reinforcement conforming to MoRT&H specification and as per detials given IRC-5 (Fig-5,B) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations, directed by the Engineer, all as specified. (area-0.243 sqm/mtr, single phase) including curing, cost of all materials, all labor, leads, lifts, loading, unloading, transporting, etc., complete. M25 grade concrete (Area-0.243 sqm/Meter) complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Structural steel Providing structural steel for super-structure including straightening, cutting, placing in position to line, grade, level, lapping, welding/riveting/fitting with nuts and bolts, fabrication charges wherever required cost of all labour, materials, usage charges of machinery, with all lead, lifts, loading, unloading, stacking neatly, transporting, etc., complete as per drawing and technical specifications

Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part there of at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540. including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage charge of machinery with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Lead up to 5 Km

Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Lead beyond 5 Km and up to 10 km

Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor‟s Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Bidder Name

PJB Engineers Pvt Ltd