Ministry Of Road Transport And Highways Tender

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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Ministry Of Road Transport And Highways - MORTH Tender

Works
Eprocure
Opening Date20 Feb 2021
Closing Date26 Feb 2021
Tender Amount₹ 77,18,506 
Notes
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Costs

Description

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BOQ Items

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Earthwork excavation for roadwork in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, with all lifts and lead upto 1000m including all labour, hire charges of all machineries etc., complete. including all incidental charges complete & as directed by the engineer incharge of the work.

292.58

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Providing Plain cement concrete M 15 ordinary grade Levelling Course below approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved fine aggregates mechanically mixed, laying, vibrating, curing, cost of all materials, labour, loading, unloading, lead, lift, hire charges of machinery etc., complete including all incidental charges complete & as directed by the engineer incharge of the work.

4.28

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Providing and laying Reinforced Cement Concrete Approach Slab, using M 30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved fine aggregates mechanically mixed, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading , unloading, lead, lift, etc., complete including lead for cement and Steel including all incidental charges complete & as directed by the engineer incharge of the work.

8.89

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Scarifying Existing Bituminous Surface by Mechanical Means: Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres including all labour, hire charges of all machineries etc., complete. including all incidental charges complete & as directed by the engineer incharge of the work.

2625

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Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid setting Bituminous (RS-1) emulsion complying with IS 8887 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, loading, unloading stacking, etc complete, including lead for Emulsion. Using Rapid setting Bituminous (RS-1) emulsion On Cement concrete surface at 3.0kg/10 sqm including all incidental charges complete & as directed by the engineer incharge of the work.

3051.25

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Providing and laying 25 mm thick mastic asphalt wearing course on top of deck slab excluding tack coat with 60/70 Grade (VG-30) bitumen meeting the requirements given in table 500-39, 40 & 41 coarse aggregate, fine aggregate and lime stone dust has filler, prepared by using mastic cooker and laid to required level and slope after cleaning the surface with Mechanical broom & dusting with Air compresor, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum/10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 Degrees, protruding 1 mm to 4 mm over mastic surface, , including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc complete, including lead for Bitumen. including all incidental charges complete & as directed by the engineer incharge of the work.

2625

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Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16, 17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder 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 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, including lead for Bitumen & cement with a lead of mixed material excluding cost of primer/tack coat. (Compacted thickness) [Using 40-60 TPH Hot mix plant with Mechanical Paver Finisher (ii) Grading 2 with 5.40% Bitumen (30 - 40 mm compacted thickness) (a) Using 30/40 Grade (VG-40) Bitumen] including all incidental charges complete & as directed by the engineer incharge of the work.

122.05

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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 etc., complete, including for curves. including all incidental charges complete & as directed by the engineer incharge of the work.

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2.50mm thick

284

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7.50mm thick

144

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ROAD Studs with Lense Reflector: Providing and fixing of road stud 100 x 100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm 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 etc., complete. including all incidental charges complete & as directed by the engineer incharge of the work.

362

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Retro-Reflectorised Traffic Signs. 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, fixed over aluminium sheeting, 2 mm thick supported on a class 'B' GI pipe 80 mm dia, 3.50 mtrs long long type IV sheeting firmly 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 etc., complete. including all incidental charges complete & as directed by the engineer incharge of the work.

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90cm equi triangle

10

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60cms circular

6

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90x30cm Rectangular Hazard

8

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50x60cm Single chevron

40

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Metal Beam Crash Barrier Type - A, “W” : 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. including all incidental charges complete & as directed by the engineer incharge of the work.

280

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Providing and laying Plain cement concrete 1:3:6 mix with Granite / Basalt / Trap crushed stone aggregate 40 mm nominal size, clean seived approved fine aggregates, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting etc., complete including all incidental charges complete & as directed by the engineer incharge of the work.

12.3

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Providing & laying Plain / Reinforced Cement Concrete M 25 in substructure as per drawing using granite/trap/basalt aggregates 20mm and downsize and clean sieved approved fine aggregates formwork, scaffolding mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick in each layers, well compacted, centring, vibrating, including cost of all materials, labour, hire charges of machinery, lead, lift, loading, unloading, curing, finishing the exposed faces etc., complete using Concrete mixer including all incidental charges complete & as directed by the engineer incharge of the work.

189.26

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Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 Grade designation including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tieing, lapping and / or welding wherever required and anchoring to the adjoining members whereever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete including all incidental charges complete & as directed by the engineer incharge of the work.

13.25

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Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation,lead, lift, loading, unloading etc.,complete, including all incidental charges complete & as directed by the engineer incharge of the work.

52.65

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Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing including cost of materials, labour, watering, transporting, lead, lift, loading, unloading etc., complete including all incidental charges complete & as directed by the engineer incharge of the work. including all incidental charges complete & as directed by the engineer incharge of the work.

145.8

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