Ministry Of Road Transport And Highways Tender

Surface/Subsurface Drains in Soil. Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 and 309. Excavated material to be used in embankment at site including all lead, lifts,loading and unloading, all labour, hire charges of all machineries with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work. A.Mechanical means using Hydraulic excavator.

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 table 300-2 in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density including all lead & lifts, loading, unloading, all labour, hire charges of all machineries with all other incidental charges etc., and as per the direction of the Engineer-In-Charge for successful completion of work.

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material ( Table -400-1) , mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer including cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road to achieve minimum CBR value of 30%, loading & unloading, all lead and lift with all lead for mixed material with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.(Compacted Thickness) Using Grading-II Plant Mix method

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper , laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all lead for mixed material with all other incidental charges with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) Plant Mix Method By using Motor Grader.

Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-3, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.

Using 80/100 grade Bitumen (VG-10) : Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumen(80/100 grade Bitumen) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking, with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.On granular base such as WBM & WMM surfaces treated with primer/over B.T. surface (dry & hungry) at min 2.5kg/10sqm

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with minimum bituminous binder VG-30 Grade Paving Bitumen(as per clause 504.2.1) complyimg with IS 73 in Hot mix plant , loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work .Note : Protection of DGBM is as per clause 504.5 of MORTH Specification for Roads & Bridges, 5th rivision. (Compacted thickness). Using 40-60 TPH HMP. 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen(60/70 Grade) as per clause 504.2.1) complying with IS 73/IS15462(IRS SP53) in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete with all lead for mixed material and all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen30mm compacted thickness Using VG-30 grade Paving Bitumen (60/70 grade) ( as per job mix)

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the expsoed faces with C.M. 1:2, painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.Ordinary kilometer stone (precast)

Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the expsoed faces with C.M. 1:2, painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.Hectometer stone (precast)

Providing and fixing of road stud 100x 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 hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting including lettering , fixed over aluminium sheeting, 2 mm thick supported on class B GI Pipe 80mm outer dia, 3.5mtrs height(minimum effective height 1.90m) fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work.

60 cm equalateral triangle

60 cm circular

Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil sheet 16 Guage (1.6mm thickness) sheeting strenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow, project information written in English / Kannada / Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45x 60cm, 60cm below ground level and the board 2.8m from ground level as per approved drawing including cost all materials, labour, hire charges of machenery, lead, lift, loading, unloading, curing backfilling, transporting with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Providing & laying Plain / Reinforced Cement Concrete M 15 [1:2 :4 )in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidental charges etc., completeas per the direction of the Engineer-In-Charge for successful completion of work.(excluding cost of steel and fabrication chrges)( As per design mix)

Metal Beam Crash Barrier Type - A, “W” : Metal Beam Crash Barrier Providing, erecting and fixing “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 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. Note: Excavation and backfilling are incidental to work and not to be measured separately.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-by Mechanical means using Hydraulic Excavator Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

Providing & laying Plain cement concrete 1:3:6 with granite/ Basalt/ Trap crushed stone aggregates 40mm and down sizeclean sieved approved sand mechanically mixed, placed in foundation and compacted by vibrator ,curing, for 14 days including cost of all material ,labour, lead, lift, hire charges of machinery etc., with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work. Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

Providing & laying Reinforced Cement Concrete M 25 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-( As per design mix) Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

Providing T.M.T. Steel bar reinforcement conforming to FE-500 Grade IS:1786 designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, liftswith all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

Providing & constructing Random Rubble Masonry (coursed) using granite/trap/basalt stone hammer dressed, on all beds and joints except face and clean sieved approved sand mixed in concrete mixer, in courses not less than 15 cms high, bond stones at 2 Mts apart in each course for foundation as per drawing including scaffolding, formwork, curing, cost of all materials, labour, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

Providing ruled pointing with C.M. 1:3 on Stone Masonry using clean sieved approved sand mixed in concrete mixer as per drawing 20mm deep after raking joints to a depth of 20mm, nicely lining to plumb and level including cost of all materials, labour, scaffolding, curing, transportation, loading, unloading, lead, lift, all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work . Culverts @ ch 1.04,1.22,1.29,1.38,1.5,1.7,2.02.2 & 2.5 (9 Nos )

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, including cost of all materials, labour, loading, unloading, lead and lift, transporting all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work .