Karnataka Rural Road Development Agency Tender

Preparation of Foundation for Embankment, Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Compacting original ground supporting embankment, Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ---- With all Lead & Lift as directed by Engineer - In - Charge 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 with lead upto 1000 m as per Technical Specification Clause 303.1. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Water Bound Macadam with Crushable Screenings WBM Grading 2 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 80-100 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 2 as per Technical Specification Clause 405. - By Mechanical Means ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Water Bound Macadam Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. - By Mechanical Means ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder.Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - II By Mechanical Means - Bitumen (S-65) ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Kilometre Stone--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 & Lift as directed by Engineer - In - Charge of the work

Road Markers/Road Stud with Lens Reflector--Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Direction and Place Identification signs upto 0.9 sqm size board--Semi-Reflective Traffic signs--Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

CONSTRUCTION OF GRANULAR SUB-BASE by providing well graded material, 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. GRADING III material ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and applying PRIMER COATwith bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.05 kg/sqm using mechanical means as per Technical Specification Clause 502 LOW POROSITY. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and applying TACK COAT with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the PREPARED GRANULAR SURFACE treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and laying SEAL COAT sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510. By Mechanical Means, Case - II : Type B, Bitumen (S-65) ---- With all Lead & Lift as directed by Engineer - In - Charge 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 & Lift as directed by Engineer - In - Charge 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 & Lift as directed by Engineer - In - Charge of the work

KSRRB M800-2. Retro-Reflectorised Traffic Signs - Manufacturing, supply and installation of retro- reflectorised cautionary, mandatory and informatory signboards made out of cube corner micro prismatic grade sheeting confirming to 600 MM Equilateral triangle type XI standards of IRC :67:2012 specifications & fixed over 4 mm thick aluminium composite panel sheet having minimun 0.30 thick aluminium skin on both sides & fixed over a support frame of 25x25x3 mm MS angle and mounted on 75mm dia OR 75x75x6mm Mild steel angle of total height 2.70m with clear height of not less than 2.10 m from the ground level to the bottom of the sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and white colour with brands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. 10 years warranty for retro reflective sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

KKRDB Name board ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and Fixing Citizen informatory Board (A)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 & Lift as directed by Engineer - In - Charge of the work

Providing and Fixing Citizen informatory Board(B) 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 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 & Lift as directed by Engineer - In - Charge of the work

SCARIFYING THE EXISTING BITUMINOUS ROAD SURFACE to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing, laying, spreading and compacting available stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.with all lead, lifts,loading & unloding charges, cost and conveyance of all materials, labour,equipments etc., complete. WBM Grade II as per the directions of the Engineer incharge of the work. ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Routine maintenance cost for 1st Year ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Routine maintenance cost for 2nd Year ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Routine maintenance cost for 3rd Year ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Routine maintenance cost for 4th Year ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Routine maintenance cost for 5th Year ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

6th Year. CLEANING AND GRUBBING ROAD land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a le`ad of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.In NON-THORNY jungle By MECHANICAL means. I.No-2.2-II-A, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge 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 300.2 with lead upto 1000m as per Technical specification clause 303.1. I.No-3.14, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Construction of UNLINED SURFACE DRAINS of average cross sectional area 0.40sqm in soil to specified lines, graded, levels And dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by MECHANICAL means.I.No-3.19-i-B, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and applying TACK COAT with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared BITUMINOUS SURFACE cleaned with Hydraulic broom as per Technical Specification Clause 503. I.No-5.2-i, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

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 penetration grade 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509(Rates Inclusive of Supervision at site from waste plastic Suplier). I.No-CGPS with 8% Waste Plastic, Data Rate SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910. I.No-15.9, PRE SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge 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. I.No-10.11, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Field CD EARTHWORK EXCAVATION for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ORDINARY SOIL Upto 3.00 m Depth. I.No-11.1 -I-1, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing concrete for plain/reinforced concrete M10 GRADE IN OPEN FOUNDATION complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I.No-11.4-I-I , RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Laying concrete CRADLE BEDDING with M15 Grade Cement Concrete as per Clause 1105. I.No-9.2-i, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing concrete for plain/reinforced concrete M10 GRADE IN OPEN FOUNDATION complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I.No-11.4-II-i, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Plain / Reinforced CEMENT CONCRETE IN SUBSTRUCTURE complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. FOR HEIGHT UPTO 5M, PCC GRADE M15 NOMINAL MIX 1:2.5:5. I.No-12.5-I-i, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Supplying, fitting and placing TMT BAR REINFORCEMENT (Fe 415) in SUBSTRUCTURE complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. I.No-12.7, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

Providing and laying reinforced CEMENT CONCRETE PIPE NP2 450MM 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 MORT & H Specification No.1000 / 2300. I.No-34.7.4, PWD SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work

CONSTRUCTION OF EMBANKMENT with approved material obtained from BORROW PITS with a lift upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. I.No-3.4, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge 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. I.No-10.11, RDPR SR 2019-20 ---- With all Lead & Lift as directed by Engineer - In - Charge of the work