Karnataka Rural Road Development Agency Tender

code04 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code05 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet therequirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code06 - 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code07 - WBM Grading-II (53 mm to 22.4 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Mechanical means) Using Screening Type B (11.2mm agg) and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code08 - Granular Sub-Base - Grading -V Material By Mix in Place Method Construction of Granular Sub-Base of required grading as perdesign spreading in uniform layers with motor grader onprepared surface mixing by mix in place method with front endloader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401

code09 - Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate 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 with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as directed by the Engineer in charge of work.

code10 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code11 - Mix Seal Surface (MSS) using 8% Waste Plastic - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced 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 Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification.r finishing to requiredlevel and grade.Type B.

code12 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

code13 - Bituminous Macadam Grading - I for traffic GREATER THAN 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading remixed 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 and as directed by the Engineer in charge of work.

code14 - Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacingmaterial of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG- 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in asuitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. (ii) Type - B as directed by the Engineer in charge of work.

code15 - 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 Stone/Boulder and as directed by the Engineer in charge of work.

code16 - Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code17 - Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a preparedsub base, with 43 grade cement or any other type as perClause 1501.2.2 M30 (Grade), coarse and fine aggregatesconforming to IS:383:2016:, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micronthick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation includingconstruction 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 and as directed by the Engineer in charge of work.

code18 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceablematerial and stacking the serviceable material By Mechanical Means Cement Concrete Grade M-15 & M-20 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code19 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry works Upto 600 mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code20 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing offor levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and including Cost of labour, tools, usage of machinery & other ppurtenaces required to complete the work with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code21 - 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 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. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code22 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code23 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 1101.6. 1000mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code24 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. 600 mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code25 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granitepertrapperbasalt 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. Formwork Addendum I - Culverts Headwall- 8% with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code26 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code27 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 8.00 % Additional charges over finished rate for Formwork ( Culverts ) and as directed by the Engineer in charge of work.

code28 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 20.00 % Additional charges over finished rate for Formwork ( Box Culverts )

code29 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code30 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code31 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code32 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code33 - Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code34 - Cable Duct Across the Road Providing and laying of a reinforced cement concrete 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 minimumfill 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 halfdia 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code35 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code36 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code37 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc200 m stone (precast) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code38 - Providing and Fixing 'Logo' of PMGSY Project 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 M15 grade blocks of Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1450 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. 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 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code39 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code40 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI 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 the 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:67:2022. 90 cm equilateral triangle with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code41 - Direction and Place Identification Signs with size more than 0.9 m2 size Board Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code42 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Single lane with formation width of 5.75 m. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code43 - 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 @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code44 - 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, to the Engineer.with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code45 - contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 charges necessary for satisfactory completion of work as per directedby engineer incharge.(i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(ii) 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 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code46 - Providing and Fixing 'Maintenance Information Board " as per specifications and drawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Square hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts, MS sheet and stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as perIRC 67 fixted over a Aluminum composite material (ACP) sheeting of size 900x1500mm of 3mm thick dulybolted/reveted with MS plate of 5mm thick on backsideof ACP Sheet.Including cost and conveyance of allmaterials,equipment,machinery and labour with all leadsand lifts,loading charges charges necessary for satisfactorycompletion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and formaintenance the clause 1911 shall be applicable.(ii) A reference number along with the month and yearof installation should be placed on the back of a sign ina contrasting colour or by stamping in characters notexceeding 50 mm in height.485777/2019/Dir(Tech) 7 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code47 - Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code48 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI 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 the back support frame of min 25 x 25 x3mm 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:67:2022 90 cm equilateral triangle with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code49 - Routine Maintenance after completion of construction works For 1st Year -Rigid Pavement

code50 - Routine Maintenance after completion of construction works For 2nd Year - Rigid Pavement

code51 - Routine Maintenance after completion of construction works For 3rd Year - Rigid Pavement

code52 - Routine Maintenance after completion of construction works For 4th Year - Rigid Pavement

code53 - Routine Maintenance after completion of construction works For 5th Year - Rigid Pavement

code54 - Routine Maintenance after completion of construction works For 1st Year - Flexible Pavement

code55 - Routine Maintenance after completion of construction works For 2nd Year - Flexible Pavement

code56 - Routine Maintenance after completion of construction works For 3rd Year - Flexible Pavement

code57 - Routine Maintenance after completion of construction works For 4th Year - Flexible Pavement

code58 - Routine Maintenance after completion of construction works For 5th Year - Flexible Pavement

code59 - Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code60 - 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code61 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.

code62 - Mix Seal Surface (MSS) using 8% Waste Plastic Providing, laying and rolling of close-graded premixsurfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 % Replaced 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 Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification.with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.