|
| 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 includingall labour, hire charges of all machineries etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 2 | Maintenance of Earthen Shoulder (filling with fresh soil)Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm),includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 3 | Surface Drains in Soil (New)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. Excavated material to be used in embankment within a lead of 1000 metres including all lead, lifts,all labour, usage charges of all machinery etc., complete.Mechanical Meanswith all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 4 | Earthwork excavation for road work in soil by mechanical means with hydraulic excavator ofincluding cutting and loading in tippers, trimming bottom and sidesslopes, inaccordance with requirements of lines,grades, and cross sections and transporting to the embankment location, unloading, hire charges of all machineries etc., complete. With all lead and lifts and as directed by the Engineer in charge of work |
| 5 | Compacting Original Ground Compacting original ground supporting sub grade 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 subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 6 | Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost ofall materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete(Compacted thickness) Grading-V Material (Close graded)with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 8 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layersin sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete,(Compacted thickness).with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 9 | Prime CoatPrime Coat over WMM/WBM -Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on 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, includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 10 | 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 includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 11 | Dense Graded Bituminous MacadamGrading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total 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. 505 complete in all respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete,including cost of primer/ tack coat- 50-75 mm compacted thickness.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 12 | 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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, 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 materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, includinglead for bitumen, , including cost of primer/ tack coat - 30-40 mm compacted thickness.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 13 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete.Ordinary kilometer stone (precast)Cement: 74.05 Kg, F.A: 0.121 Cum, Metal : 0.242 Cum, Steel: 1.88 Kg with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 14 | 5th KM stone |
| 15 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete.200 metrestone (precast) with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.5.50 kg per Sqm, 5 mm thickwith all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 17 | Solar Powered Road Marker ( Solar Stud)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 temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical 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 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 18 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 19 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. |
| 20 | Providing and erecting Project Display board of size 1.80m verticle and 1.6m horizontal made of cold rolled coil sheet 16 gauge (1.6mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross verticle angle fixed using nuts and bolts, base of board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, back ground of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerials in black, fixed on a mild steel angle iron posts 75mmx75mmx6mm, 2 Nos. firmely fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45Cmx45Cmx60Cm, 60Cm below ground level and board 2.80m from ground level ( 2 Nos of 3.80m over all length each ) as per approved drawing including necessary cost of letterings, labour, hire charges of machineries, transportation, loading and unloading etc, complete.With all lead and lifts & as directed by the Engineer in charge of work. |
