Karnataka Rural Road Development Agency Tender

code04 - Earth work in surface excavation by mechanical means for lowering and levelingthe ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a including cost of labour, tools, usage of machinery and other appurtenances required to complete the work. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code05 - 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. (Royalty shall be recovered at Rs. 60.00 per m3) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code06 - Construction of Embankment by excavating the available approved Gravel or 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 the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage and all other appurtenaces required to complete the work. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code07 - Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specifications with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code08 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc. complete. as per the directions of the Engineer in-charge of the work

code09 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code10 - Prime Coat over WMM or WBM.Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2using mechanical means. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code11 - Tack coat on Granular surface treated with primer. Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg per m2 on Granular Surface with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code12 - Close Graded Premix Surfacing or Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material 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 VG30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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. Type - B with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code13 - Mix Seal Surface (MSS) using 8 per 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. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code14 - Construction of Subgrade and Earthen Shoulders.Construction of sub-grade 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 No. 300-2 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code15 - 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code16 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code17 - Boundary pillar or 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code18 - 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 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code19 - Direction and Place Identification Signs upto 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 not exceeding 0.9 m2 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 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code20 - 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 or 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. 60 cm circular with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code21 - 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 or 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. 60 cm equilateral triangle with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code22 - 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 or 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 high octagon with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code23 - Providing and Fixing Logo of PMGSY Project. Providing and fixing of typical PMGSY informatory signboard 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 mmsize, 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 backon 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 tube postsand 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 thissquare 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 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code24 - Providing and Fixing Logo Board of PMGSY at Starting Point 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 withMS 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 Gradeof 600*600*600 mm, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 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. Retro Reflective Trafic Sign As per IRC 67 Clause1701.3.8.1 Class A Type-1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code25 - Providing and Fixing Citizen Information Board A Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm 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 Suare 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 per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code26 - Providing and Fixing Citizen Information Board B Providing and fixing of typical Citizen Information Board B as per specifications and drawing. Two ACP Sheet of 4mm 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 nos of MS Suare 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 per IRC 67 fixted overa two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by 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, 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.

code27 - Providing and Fixing Logo Board of PMGSY at Intermediate Point 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, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-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-in-charge of the work.

code28 - Providing and Fixing Maintenance Information Board Providing and fixing of typical 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 nos of MS Suare 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 per IRC 67 fixted over a Aluminum composite material(ACP) sheeting of size 900x1500mm of 3mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by 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, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code29 - 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 off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code30 - Dismantling of Structures.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T andP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone MasonryII By Mechanical means Cement Concrete Grade M-15 and M-20 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code31 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Up to 600mm Dia with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code32 - Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code33 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse including cost of labour, tools and other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code34 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 and 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code35 - Providing S andS RCC SPUN VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S andS RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete RCC NP3 Class Pipes of 600mm dia with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code36 - 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code37 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite or trap or 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 necessary, including all lead and 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork, Centering and Scaffolding 8 percentage added to basic Rate for Pipe Culvert) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code38 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite or trap or 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 necessary, including all lead and 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 coarseaggregates (Additionalities for Formwork, Centering and Scaffolding 20 percentage added to basic Rate for Box Culvert) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code39 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite or trap or 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 necessary, including all lead and 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 coarseaggregates (Additionalities for Formwork, Centering and Scaffolding 35 percentage added to basic Rate for Cement Conerete Drain) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code40 - Steel Fabrication Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification all Other Sub structure with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code41 - 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 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code42 - Routine Maintenance of Flexible Pavement after completion of construction works for 1st Year

code43 - Routine Maintenance of Flexible Pavement after completion of construction works for 2nd Year

code44 - Routine Maintenance of Flexible Pavement after completion of construction works for 3rd Year

code45 - Routine Maintenance of Flexible Pavement after completion of construction works for 4th Year

code46 - Routine Maintenance of Flexible Pavement after completion of construction works for 5th Year

code47 - 6th Year Renewal: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 or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code48 - 6th Year Renewal:Maintenance of Drains.The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code49 - 6th Year Renewal:Construction of Subgrade and Earthen Shoulders.Construction of sub-grade 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 No. 300-2 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code50 - 6th Year Renewal: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 per m2 on the prepared bituminous surface cleaned with mechanical broom with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code51 - 6th Year Renewal:Mix Seal Surface (MSS) using 8 percent 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. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code52 - 6th Year Renewal: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 g per 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code53 - Renewal after completion of 5th Year Maintenance works: Maintenance of Culverts. Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code54 - 6th Year Renewal:Maintenance of Culverts Slab type. Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1909 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code55 - 6th Year Renewal:White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code56 - 6th Year Renewal:Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory or requlatory or cautionary or informatory and place identifications sign board as perdrawings and technical specification Clause 1911 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code57 - 6th Year Renewal:Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work

code58 - 6th Year Renewal:Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, etcequipments etc, complete. as per the directions of the Engineer in-charge of the work