Karnataka Rural Road Development Agency Tender

code04 - 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 and lift, 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. V-III for 2023-24 vide P.No: 17, item no.3.7

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 with all lead and lift, 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. V-III for 2023-24 vide P.No: 7, item no.1.7

code06 - 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 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 and lift, 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. V-III for 2023-24 vide P.No: 7, item no.1.8

code07 - Construction of Subgrade and Earthen Shoulders 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 and lift, 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. V-III for 2023-24 vide P.No: 17, item no.3.6

code08 - 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 Specification with all lead and lift, 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. V-III for 2023-24 vide P.No: 145, item no.16.10

code09 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. (B) Mechanical means, (i) Grading-I (63 mm to 45 mm), (a) Using Screening Crushable type such as Moorum or Gravel with all lead and lift, 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. V-III for 2023-24 vide P.No: 26, item no.4.14, B (i) (a)

code10 - Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. (B) Mechanical means, (i) Grading-II (53 mm to 22.4 mm), (b) Using Screening Type B (11.2mm agg) with all lead and lift, 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. V-III for 2023-24 vide P.No: 26, item no.4.14, B (ii) (b)

code11 - Prime Coat over WMM/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 0.90 kg per m2 using mechanical means. (A) Prime Coat over WMM/WBM with all lead and lift, 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. V-III for 2023-24 vide P.No: 31, item no.5.1, A (i)

code12 - 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, 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. V-III for 2023-24 vide P.No: 31, item no.5.3, (i)

code13 - Close - Graded Premix Surfacing/ 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) or13.2 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 40/60 TPH, laying and rolling with a smooth wheeled roller, finished to required level and grades. with all lead and lift, 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. V-III for 2023-24 vide P.No: 39, item no.5.20 (ii) Type B

code14 - Kilometre Stone 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 and lift, 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. (ii) Ordinary kilometer stone (precast), V-III for 2023-24 vide P.No: 67, item no.8.16, (ii)

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 with all lead and lift, 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. (iii) 200 m stone (precast), V-III for 2023-24 vide P.No: 67, item no.8.16, (iii)

code16 - 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. (iv) 60 cm equilateral triangle with all lead and lift, 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. V-III for 2023-24 vide P.No: 64, item no.8.6, (iv)

code17 - Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. V-III for 2023-24 vide P.No: 79, item no.8.55

code18 - 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 (B) Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-3, V-III for 2023-24 vide P.No: 152, item no.16.32 B

code19 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. with all lead and lift, 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. In all kinds of soils Depth upto 1.5 m, V-I for 2023-24 vide P.No: 5, item no.1.4.1

code20 - Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications with all lead and lift, 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, V-I for 2023-24 vide P.No: 15, item no.2.1.3

code21 - Providing and laying in position cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. with all lead and lift, formwork, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-I for 2023-24 vide P.No: 15, item no. 2.2.1

code22 - 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/trap /basalt crushed graded coarse aggregates and fine aggregates as per elevant IS Codes machine mixed with super plasticisers, laid in layers, well ompacted 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. . with all lead and lift, formwork, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-I for 2023-24 vide P.No: 16, item no.2.4.2

code23 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification with all lead and lift, 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. A) Granular material, V-III for 2023-24 vide P.No: 117, item no.12.3

code24 - 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, with all lead and lift, 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. A) Stone/Boulder, V-III for 2023-24 vide P.No: 129, item no.14.4

code25 - 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., with all lead and lift, 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. (B) 1000mm dia, V-III for 2023-24 vide P.No: 146, item no.16.15 (b)

code26 - 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 and lift, 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. V-III for 2023-24 vide P.No: 66, item no.8.10

code27 - 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer-in-charge of the work. V-III for 2023-24 vide P.No. 149. item no.16.28

code28 - Boundary pillar. 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. V-III for 2023-24 vide P.No: 67, item no.8.18