Ministry Of Road Transport And Highways Tender
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.
Costs
EMD
₹ 14,44,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MoRTH_783110_1Bid Award Id
ViewTender No
NIT12/2023-24 dated29.11.2023Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Road Portion
3540
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Bridge Approach
840
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Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-11, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with mechanical paver finisher 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 etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Using Motor Grader.
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Road Portion
2655
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Bridge Approach
600
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Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for emulsion. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
16500
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Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for bitumen. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
16500
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Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, 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 etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)
825
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Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .(As per Job Mix)
495
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Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
862
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Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area 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 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 with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
973.5
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Construction of embankment with approved material obtained from borrow pits laid 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, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
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Road Portion
9937.5
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Bridge Approach
2424
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads) -with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work - By Mechanical MeansIn area of light jungle
0.9
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Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. including all lead, lifts, all labour, hire charges of all machineries etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. A) Mechanical means using Hydraulic excavator
4200
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Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil 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 framworks, 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 etc., complete. (excluding cost of lettering) including cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
2
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Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
1050
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Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line including cost of materials, labour and Usage charges of machinery complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
1400
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Excavation for road work in soil by Hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to embankment location with all lead, lifts, labour etc., complete with all other incidental charges etc.,and as per the direction of the Engineer-In-Charge for successful completion of work
1863.8
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Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.
286.77
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Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.-RCC Grade M20 using batching plant transit mixer & manual placing
671.91
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Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work (excluding cost of steel and fabrication charges) RCC Grade M 25 using batching plant, transit mixer & manual placing
248.4
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Providing TMT bar reinforcement conforming to FE-500 Grade designation as per table 1000-3 in substructure 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, lifts etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
52.73
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.
103.5
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
630
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Ordinary KM stone
5
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work 200 m stone (precast)
20
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
7.2
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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 XI sheeting, fixed over aluminium sheeting, 2 mm thick supported on Class B GI pipe 3.50m long of 80 mm outer dia, 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
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60cm equilateral triangle
9
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60cm Circular
9
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts including all labour, usage charges of all machinery etc., complete 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 - Cement Concrete Grade M-15 & M-20"
96
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Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- beyond 3.00 mtrs depth upto & including 4.5m depth.
187.5
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Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
15
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work -Boulder Laid Dry Without Wire Crates.
345.2
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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 and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., including Cost of dewatering complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Marshy Soil - Mechanical Means ,
907.1
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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 and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Ordinary Rock (not requiring blasting) - Mechanical Means ,
1150.66
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification, including formwork, compating, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
115.07
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Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
112.53
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RCC Grade M30 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-. Height upto 5m
1232.33
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Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting, stacking neatly, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
76.11
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-
53.44
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Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
24
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Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-
110.4
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, including formwork, centering, vibrating, compacting, cost of all steel and fabrication charges, casting handling all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation fixing in position etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
110.48
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with TMT reinforcement conforming to MoRT&H specification and as per detials given IRC-5 (Fig-5,B) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations, directed by the Engineer, all as specified. (area-0.243 sqm/mtr, single phase) including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work ii) M 30 grade concrete
110.48
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Painting two coats after filling the surface with synthetic enamel paint brdige No. and span arrangements as per specification and as directed by the Engineer, including cost of all materials, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-
1922.35
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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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-
109.92
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, including cost of all materials, compacted with plate compactor, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. A. Granular material
361.2
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc.complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- PCC Grade M15 using batching plant & manual placing
13.55
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Reinforced cement concrete M30 Grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
27.09
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete including cost of all materials all labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting, to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation, etc., complete. as per approved drawings and standard specifications. complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
103.2
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification, including cost of all materials all labour, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
309.6
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m for a horizontal movement upto 20 mm covered with sealant complete as per drawing and Technical specification, including cost of all materials all labour, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
77.4
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight, including cost of all labour, materials, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
232.2
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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 and Technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Stone/Boulder
54
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Loosening, leveling 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 Table 300-2 for embankment construction in layers , spreading, braking, clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation to the desired field density not less than 97% of maximum dry density including all labour, usage charges of all machinery etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
2064
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Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
2800
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Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
2800
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Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, 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 etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)
140
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Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .(As per Job Mix)
84
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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 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . Type - A, "W" : Metal Beam Crash Barrier
55.55
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