Karnataka Rural Road Development Agency Tender

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.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.

Cement Concrete Pavement (Without dowel bars): Construction of 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 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm.,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 formawork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of 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 incharge of the work.

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.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.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, For height up to 5 m, PCC grade M - 15, Nominal Mix (1:2.5:5).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.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, Ordinary Kilometer Stone (Precast).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.

Construction of unlined surface drains of average cross sectional area 0.40 sqm in all soil to specified lines, grade, levels & dimensions Excavated material to be used in embankment as per Technical Specifiacation Clause 307 by 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.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.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.

Providing and fixing typical Citizen information Board M.S.Sheet of 1.5mm thick , duly welded with MS angle 50mm X 50mm X 5mm size (0.90 x 0.025 x 0.025 cm size steel bars welded to G1-CR sheetr 4 No.s of 0.90 mtr length each ) on back on edges and welded to steel plate welded to 75mm steel tube duly embedded in concrete M-15 grade blocks of 600mm X 600mm X 750mm. All MS will be stove enamelled on both sides. Lettiring and printing arrows, border etc, will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per 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.

Providing, laying, spreading and compactingstone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller 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-III as per Technical Specification Clause 405. By Mechanical Means (Water Bound Macadam with Crushable Screenings).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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10,Nominal mix 1:3:6.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.

Supplying, fitting and placing TMT bar reinforcement (FE-415) in sub structure complete as per drawings and technical specifications Clauses 1002 and 1005, 1010 & 1202.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.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved 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.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.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.

Providing and fixing of typical informatory sign board with Logo for Namma Grama - Namma Raste Project as per specifications and drawing. Two MS Plates of 1.6mm thick, top and Bottom plate duly welded with MS Square channel 25mmx25mmx5m size on back and on the edges. The Top and Bottom plate will be welded to 2 nos 50x50x5mm square channels duly embedded in cement concrete M15 Grade of 600x600x750mm, 600mm below ground level. All M.S. will be stove enameled on both sides, Lettering and printing arrows, border etc., will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per 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.

Loosening,Levelling and compacting original ground supporting embankment ro facilitate placement of first layer of embakment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical specification Clause 301.4.1Schedule of rates.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.

Construction of Subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification Clause 30.3.1.With all lead,lifts,loading & unloading charges,cost and conveyance of all materials,labour,equipments etc.complete as per the directions of the engineer incharge of the work.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, RCC grade M-20, For Nominal Mix 1:2:4.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.

Supplying, fitting and placing TMT bar reinforcement in super structure complete as per drawings and technical specifications Clauses 1002 and 1010, & 1202.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.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, RCC grade M-25.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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C. grade M 20, Nominal mix (1:2:4).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.

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, 200 m Stone (Precast).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.

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 1106, 750 mm dia.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.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead of 1000 m as per Technical Specification Clause 301.5.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.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, Granular 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.