Karnataka Rural Road Development Agency Tender

Compacting original ground Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, 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.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 incharge of the work

Construction of Granular Sub-base by using scarified Available aggreagate of size 53mm to 9.5 mm(53 mm to 26.5 mm @ 12.5 percent and 26.5 mm to 9.5 mm @ 22.5 percent) providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front and loader at OMC and compacting with vibratory roller to achieve the desired density compact as per clause 401.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 incharge of the work

Construction of Embankment with approved materials obtained from borrow pits with all lifts up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 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 .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 incharge of the work

Construction of subgrade 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 300.2 as per Technical Specification Clause 303.1.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 incharge of the work

Construction of Granular sub-base by providing well graded material as per Clause 401, 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 Clause 401. For Grading VI Material . (By Mix in Place Method)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 incharge of the work

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming,stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. WBM Grade-III 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. (By Mix in Place Method) 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 incharge of the work

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 M30 (Grade), Coarse and fine aggregates confirming to IS : 383, maximum size of coarse of agregates not excceding 25 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using aprooved fixed side formwork (steel channel,layind 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 continous operation including provision of contraction and expansion , construction joints,,primer,sealant,curing of concrete slabs for 14-+days , and water finishing to lines and grade as per drawing and teccnical specification clause 1501as per the directions of the Engineer incharge of the work.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 incharge of the work

Kilometer Stone - Reinforced cement concrete M 15 grade kilometer 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 P 72 / I 0.10 - (ii) Ordinary Kilometer Stone (Precast) 5th km stone.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 incharge of the work

Kilometer Stone - Reinforced cement concrete M 15 grade kilometer 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 P 72 / I 0.10 - (ii) Ordinary Kilometer Stone (Precast) 1 km stone.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 incharge of the work

Kilometer Stone - Reinforced cement concrete M 15 grade kilometer 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 P 72/ I 0.10 -(iii) 200m stone (precast).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 incharge of the work

Boundary Pillar : 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 and 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 'Logo Board ' of NGNRY 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 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 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. B)Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-3.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 incharge of the work

Providing and Fixing 'Logo Board ' of NGNRY at Intermediate PointProviding 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 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. B)Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-3.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 incharge of the work

Typical NGNRY Logo and Informatory Sign Board Providing and fixing of typical NGNRY 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 dia medium steel 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, 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) 7B)Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.2 Class B Type-4.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 incharge of the work

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.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 incharge of the work

Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawingand Tehnical Specification Clause 801.. 90 cm equilateral triangle.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 incharge of the work

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.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 incharge of the work

Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ordinary Soil.Ordinary soil up to 3 m depth.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 incharge of the work

Providing and constructing 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.Foundation Bed.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 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 R.C.C. grade M-20, Nominal mix 1:2.5:5.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 incharge of the work

Supplying, fitting, and placing TMT bar reinforcement in substurcture (Fe 415) complete as per drawing and technical specifications clauses 1002, 1005,1010 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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:2:4.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 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 and 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 erecting a “W” Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation and PCC for fixing. A. Type - A, “W” MORTH Specification No. 810.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 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 P.C.C. grade M-15, Nominal mix 1:2.5:5.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 incharge of the work

Providing and laying revetment / pitching on slopes laid over prepared filter media as perdrawing and technical specifications clause 1302 Stone/Boulder.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 incharge of the work

Providing and laying reinforced cement concrete pipe NP2 450 mm dia for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300.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 incharge of the work