| 1 | 1 | 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete.A. in area of light jungle. MORTH Specification No.201 complete as directed by engineer in charge of work | 1 | 0.144 | Hect |
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| 2 | 2 | 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 with approvedexcavated materials to the extent required and utilising the remaining earth locally for road work including labour disposal of un-servisable excavated stuff within 100 mtrs radius etc complete with all lead, lifts,loading un loading for the successful completion of work.Mechanical Means using Hydraulic excavator (Depth upto 3 m) complete as directed by engineer in charge of work | 2 | 16.8 | Cum |
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| 3 | 3 | Providing and laying Plain cement concrete 1:3:6 mix with Granite / Basalt / Trap crushed stone aggregate 40 mm nominal size, clean seived approved sand, 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 as directed by engineer in charge of work | 3 | 2.625 | Cum |
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| 4 | 4 | Providing and Laying Reinforced cement concrete pipe NP4/NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row, fixing collar with clean seived approved sand cement mortar 1:2, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete as directed by engineer in charge of work | 4 | 7.5 | Rmtr |
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| 5 | 5 | Providing and Laying TMT steel bar reinforcement conforming to IS-1786,designation as per table 1000-3 including srtaightening bar cutting, bending, hooking,binding with approved quality binding wire afterplacing in position tieing 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 as directed by engineer in charge of work | 5 | 0.252 | MT |
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| 6 | 6 | Providing & laying Reinforced Cement Concrete M 20 in substructure for abutment/Pier cap using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved fine agregate or double washed crushed metal 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 etc., complete (excluding cost of steel and fabrication charges) complete as directed by engineer in charge of work | 6 | 14.745 | Cum |
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| 7 | 7 | 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 etc., complete as directed by engineer in charge of work | 7 | 9 | cum |
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| 8 | 8 | Earthwork excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopees in accordance with requirements of lines grades and cross sections and transporting to embankment locatio within all lifts and lead upto 1000m complete as per specifications. MORTH Specification No.301 (Mechanical means) complete as directed by engineer in charge of work | 8 | 450 | cum |
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| 9 | 9 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310 including all labour, hire charges of all machineries, materials etc., complete as directed by engineer in charge of work | 9 | 1750 | Sqm |
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| 10 | 10 | Construction of embankement with approved material obtained from borrow pits 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 vibratory road roller with desired field density not less than 95% of maximum dry density with a lead of 1.0 km. all lifts, including loading, unloading, all labour, hire charges of all machineries etc., complete as directed by engineer in charge of work | 10 | 450 | Cum |
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| 11 | 11 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 300mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete within a lead 1 Km, all lifts, loading, unloading, all labour, hire charges of machinery etc., complete as directed by engineer in charge of work | 11 | 743.75 | Cum |
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| 12 | 12 | Construction of Granular sub-base by providing, laying, spreading and compacting of close 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 vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, gurading, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete. (Compacted Thickness) complete as directed by engineer in charge of work | 12 | 350 | Cum |
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| 13 | 13 | Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 1000-11, 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., complete with lead of mixed material upto 1 km. (Compacted Thickness) complete as directed by engineer in charge of work | 13 | 437.5 | Cum |
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| 14 | 14 | Providing and applying primer coat with slow setting bitumen emulsion 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 1000-3, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, except lead for emulsion. complete as directed by engineer in charge of work | 14 | 1575 | Sqm |
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| 15 | 15 | Providing and applying Tack Coat as per Table 1000-2 on prepared surface using VG-10 grade Paving Bitumen (80/100 grade) 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, loading, unloading stacking, etc complete, except lead for emulsion.using 80/100 Grade butmmen VG-10 ON BTsurface at 2.0 kg-per10sqm complete as directed by engineer in charge of work | 15 | 1575 | Sqm |
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| 16 | 16 | Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 1000-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade 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, except lead for Bitumen, with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness) using 40-60 TPH Hotmixplant grading to ( complete as directed by engineer in charge of work | 16 | 94.5 | Cum |
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| 17 | 17 | Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 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, except lead for Bitumen & cement with a lead of mixed material upto 1 Km excluding cost of primer/tack coat. (Compacted thickness)Using 40-60 TPH Hot mix plant and Mechanical Paver Finisher grading to using VG 30 grade 60/70 grade complete as directed by engineer in charge of work | 17 | 63 | Cum |
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| 18 | 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 1001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2.8 mtrs long 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 60 cm equilateral triangle complete as directed by engineer in charge of work | 18 | | |
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| 19 | 18.1 | 90 cm equilateral triangle | 19 | 2 | No |
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| 20 | 18.2 | 60 cm high circular | 20 | 2 | No |
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| 21 | 19 | 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 as directed by engineer in charge of work | 21 | 157.5 | Sqm |
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| 22 | 20 | Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to body made of polycarbonate mould, with a height of 20mm size of 130mm X 105mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface within the limit of 35 + / - 5 degree to the base on either side. The marker shall display an initial minimum luminous intensity of 279 mcd / lux at an entrance angle of zero degree and observation angle of 0.20degree. The corresponding values for 20 degree entrance and 0.2degree observation angle shall be 112 mcd / lux with colour multiplying factor on either cases for white, yellow and red markers being 1.00, 0.60 and 0.25 respectively. The RPM’s should be fixed by using two numbers of polymer shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, Transportation charges, all taxes cost and conveyance of all materials, labour, hire charges of machinery, etc., complete as directed by engineer in charge of work | 22 | 180 | No |
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