Karnataka Rural Road Development Agency Tender

Code16 - 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, 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

Code01 - 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, ncluding removal and disposal of top organic soil not exceeding 150 mm in thickness. 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 means

Code19 - 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete.as per the directions of the Engineer-in-charge of the work

Code08 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. 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

Code28 - 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. 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 750 mm dia single row

Code18 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 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 Hectometer Stones 200 Mtr stone (precast)

Code15 - 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 VG 30 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 or 60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. (i) Type -B. 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

Code29 - 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. 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 1000 mm dia single row

Code23 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded or bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded or bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600X600X600 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 Clause 1701.3.8.1 Class A Type-1 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.

Code22 - Providing and fixing of typical 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 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, NGNRY logo on top plate shall be as per clause 1701.4.6 essages or 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 (A) 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, equipments etc., complete.as per the directions of the Engineer-in-chargeof the work

Code26 - 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 in a radius of 50 m and lift upto 1.5 m 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, equipments etc., complete.as per the directions of the Engineer incharge of the work

Code17 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 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)

Code03 - Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m as per Technical Specification lause 307. Mechanical Means. 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

Code07 - 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& all other appurtenaces required to complete the work. 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

Code05 - Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. 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

Code10 - 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 Specification (iii) For Grading -III Material. 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 .

Code12 - 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 or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (B) Mechanical means (ii) Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg). with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete.By Mechanical Means as per the directions of the Engineer incharge of the work

Code20 - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle. 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-chargeof the work

Code13 - 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 m2 using mechanical means.. 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

Code27 - Providing and laying in position plain 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 & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & ormwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. 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

Code06 - 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

Code04 - Scarifying the Existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 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 as per Technical Specification Clause 301.4.by Mechanical Means.

Code31 - Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures.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

Code21 - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work

Code24 - 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 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 two nos of Aluminum composite material (ACP) sheeting of size 900x750mm of 4mm 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 (A) Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1. 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.

Code11 - 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 or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (B) Mechanical means (i) Grading-I (63 mm to 45 mm) (a) Using Screening Crushable type such as Moorum or Gravel with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete.By Mechanical Means as per the directions of the Engineer incharge of the work

Code09 - Construction of Water Bound Mecadam Sub- base or base, by using available scarified aggregate by stacking the scarified material, hand breaking into coarse aggregate of specific size to water Bound Mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8t in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 1(63mm to 45mm) as per Technical Specification MORD Clause 405 with all lead , lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipment etc., complete By Manual Means as per the directions of the Engineer incharge of the work. 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.

Code25 - 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. MORTH Specification No. 803 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

Code30 - 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 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 & 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, 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 (For Head walls, Return walls and Toe walls)