Karnataka Rural Road Development Agency Tender

004 - Compacting original ground supporting Embankment Loosening Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300 1 and 300 2 for embankment construction as per Technical Specification Clause 301 4 1 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

005 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300 1 and 300 2 as per Technical Specification Clause 301 5 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

006 - Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300 1 and 300 2 as per Technical Specification Clause 301 5 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

007 - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300 2 as per Technical Specification Clause 303 1 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

008 - Removal of Unserviceable Soil with Disposal upto a suitable distance .with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work In Non thorny Jungle by mechanical mean

009 - Construction of Granular Sub Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 BY Mix in Place Method Grading V with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

010 - Providing laying spreading and compacting graded stone aggregates to wet mix macadam specification including pre mixing the material with water at OMC in mechanical Mixer Carriage of mixed Material by tipper to site including spreading in uniform thickness hand packing rolling with smooth wheel roller 80 100 kN in stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification Clause 406 WMM By Mechanical Means with Laed 1Km as per the directions of the Engineer incharge of the work

011 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 3 3 by weight of mix transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per clauses 501 6 and 501 7 to achieve the desired compaction with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work Bituminous Macadam Grading I for traffic 20 MSA

012 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

013 - Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

014 - Providing and applying primer coat with bitumen emulsion SS 1 of low porosity on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0 70 1 0kg sqm using mechanical means as per Techinical Specification Clause 502 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

015 - Providing and applying tack coat with Bitumen emulsion RS 1 using emulsion distributor at the rate of 0 25 to 0 30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

016 - Providing laying and rolling of open graded premix carpet of 20 mm thickness composed of 13 2 mm to 5 6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80 100 kN static roller capacity finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Case II By Mechanical Means with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

017 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type A Type B and Type C as per Technical Specification Clause 510 Bitumen S 65 Case II Type B with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

018 - Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work Ordinary Kilometre stone(precast)

019 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work Ordinary Kilometre stone precast

020 - Reinforced cement concrete M15 grade boundary pillars local stone of standard design as per IRC 25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 complete as per the directions of the Engineer incharge of the work

021 - Reinforced cement concrete M15 grade of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work 200 Mtr stone precast

022 - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing i The board will be a composite unit consisting of three plates of Aluminium Composite Materials ACM material specifications as per Clause 1701 3 7 The top most platewill be in diamond shape of 600mm x 600 mm size riveted over welded M S angle iron frame of 25 mm x 25mm x 5 mm size on back on edges The middle plate will be 1200 mm x 150 mm size riveted over welded M S angle iron frame of 25mm x 25mmx 5 mm size on back on edges The main lower most plate will be 1500 mm x 600 mm size riveted over welded M S angle iron frame of 25 mm x 25 mm x 5 mm size Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side The angle iron frames of the lower most plate and the middle plate will be welded to two nos 75 mm x 75 mm 12 SWG sheet tubes posts placed at 1125 mm apart centre to centre The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate ii The lettering and borders etc of middle and bottom plate PMGSY logo on top plate shall be as per clause 1701 4 6 essages Borders All the sections of frame and posts will be painted with primer and two coats of Epoxy paint The steel tube below ground level will be painted with three coats of Epoxy paint The design painting and lettering shall be done as per approved drawing iii For warranty and durability the clause 1701 5 and for maintenance the clause 1911 shall be applicable iv A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height 485777 2019 Dir Tech 7

023 - Direction and Place Identification Signs upto 0 9 sqm Size Board Manufacturing Supply and installation of retro reflective Cautionary Mandatory and Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC 67 2012 specification and fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0 30 mm thick aluminum skin on both sides and fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6 MM Mild steel angle of Total height 2 70 M with clear height of not less than 2 10 M from the ground level to the bottom of the Sign board and 60 cm below ground level The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M 20 grade cement concrete of 45 cm x 45 cm x 60 cm including cost and conveyance of all materials equipment machinery and Labour with all leads and lifts Loading charges necessary for satisfactory completion of the work as directed by engineer in charge

024 - Providing and fixing of semi reflective cautionary mandatory and informatory sign boards as per IRC 67 made of 1 5mm thick MS sheet duly stove white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701 3 9 of MORD for rural road of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M15 grade cement concrete 450mm x 450mm x 600mm 600 below ground level as per approved drawing clause 1701 2 2 with all lead and lifts loading and unloading charges cost of all materials and conveyance labour equipments etc complete as per detailed specification and direction of the Engineer in charge for 600mm Equilateral Triangle

025 - Road Marking With Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface Concrete Surface Providing And Laying hot Applied Thermo plastic Compound complete including cost of all materials labour hire charges of machinery and equipment with all lead and lifts loading and unloading charges fuel charges including all incidental charges as per the direction of the engineer incharge and Technical specification

026 - 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 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/ m3, 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 t vibratory roller, finishing and curing. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

027 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work

028 - Dismantling Concrete Structure as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

029 - Removing all types of Hume pipes and stacking within a lead of 1000m including earth work and dismantling of masonary works as per technical specifications clause 202. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

030 - Providing and constructing un reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501 2 2 M30 Grade coarse and fine aggregates conforming to IS 383 2016 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0 2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer in charge of the work

031 - Earthwork in excavation for structures as per drawing and technical specification Clause 305 1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal dressing of sides and bottom and backfilling in trenches with excavated suitable material In ordinary Soil with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

032 - Providing concrete for plain reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 803 1202 and 1203 P C C grade M 10 Nominal mix 1 3 6 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

033 - Plain reinforced cement concrete PCC M 15 nominal mix 1 2 5 5 in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 1202 ans 1204 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

034 - Supplying fitting and placing TMT bar reinforcement in sturcture complete as per drawing and technical specifications clauses 1002 1010 and 1202 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work Super structure

035 - Providing and laying reinforced cement concrete pipe NP3 class for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets clause 1106 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work 1000 mm dia single row

036 - Backfilling behind abutment wing wall and return wall complete as per drawings and technical specification Clause 1204 3 7 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

037 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications stones Boulders with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

038 - Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and Technical Specification Clause 1701 with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

039 - Providing and laying in position Cement Concrete M20 for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

040 - Laying Cement Concrete Pipe NP3 burried conduits of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1 2 but excluding excavation protection works backfilling concrete and masonary work in head wall and parapets 500 mm dia with all lead lifts loading and unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

041 - Construction earthen shoulders with approved material obtained from borrow pits should not be less than the existing surface with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300 2 as per Technical Specification Clause 303 1 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

042 - Providing and applying tack coat with Bitumen emulsion RS 1 using emulsion distributor at the rate of 0 20 to 0 25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

043 - Providing laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11 2 mm to 0 9 mm Type A or 13 2 mm to 0 9 mm Type B aggregates using penetration grade bitumen with addition of processed waste plastic of abive 8 by weight of bitumen to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 8 10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer incharge of the work

044 - Routine maintenance cost for 1st Year

045 - Routine maintenance cost for 2nd Year

046 - Routine maintenance cost for 3rd Year

047 - Routine maintenance cost for 4th Year

048 - Routine maintenance cost for 5th Year