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| 1 | Clearing and Grubbing Road Land.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, including removal and disposal of top organic soil not exceeding 150 mm in thickness includingall labour, usage charges of all machineries etc., complete as per the direction of the engineer in charge for successful completion of work (For New roads) in areas of light jungle by Mechanical means. |
| 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 of 150 mm ) including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete as per Formwork,curing, including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 3 | Maintenance of Earth Shoulder (stripping excess soil) : Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor., including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete as per Formwork,curing, including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 4 | Dismantling of Flexible Pavements : Dismantling of Flexible pavements and disposal of dismantled materials , stacking serviceable and unserviceable materials separately, including all labour, usage charges of all machinery,lead, lift, load, unload, transportation,etc., complete ( Dismanteled materials to be transported machinically) Bitiminous courses- by mechanical means,complete including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 5 | 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 layers in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98 % includig proection of edges of WMM layers cost of materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading and un loading all lead, lifts etc., complete with lead of mixed material- B Laying using grader,including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 6 | Prime Coat over WMM/WBM : 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 per m2 using mechanical means. as per table 500-3 including cost of all materials,labour,hire charges of machinery,loading ,unloading, lead,lift ,transportingetc., complete as per the direction of the engineer in charge for successful completion of work |
| 7 | Tack coat on granular surfaces : Providing and applying tack coat with Bitumin Emulsion (RS1) using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom and dusting by air compressor and spraying including cost of all materials, labour , usage charges of all machinery, lead, lift, loading and un loading etc., complete, except lead for emulsion including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 8 | 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 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler@ 2% byweight of aggregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqired grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification caluse No 505 complete in all resepects including cost of all materials, all labour , usage charges of all machinery, lead, lift, loading , un loading stacking, transporting etc., complete, except lead for bitumen with lead of mixed materialexcluding cost of primer/tack coat. 75 to 100mm compacted thickness, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, excluding cost of primer/tack coat. (Compacted thickness) complete as per the direction of the engineer in charge for successful completion of work |
| 9 | Bituminous Concrete Grading - II : Providing and laying bituminous concrete with higher capacity batch type hot mix plantusing crushed aggregatesper table 500-7 of specified grading, premixed with bituminous binder VG-30 Grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading , premixed with bitumious binder @ 5.40 percent ofmix and filler @ 2% by weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqired grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification caluse No 507 complete in all resepect,including cost of all materials, all labour , usage charges of all machinery, all lead, lift, loading,un loading stacking, transporting etc., completeexcept lead for bitumen with lead of mixed materialexcluding cost of primer/tack coat. 30 to 40mm compacted thickness, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, excluding cost of primer/tack coat. (Compacted thickness)complete as per the direction of the engineer in charge for successful completion of work |
| 10 | Direction and Place Identification Signs with size Upto 0.9 m2 size Board : Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35X35X3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thick and 3.60 meter height 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, un loading transporting etc., completeincluding cost of all materials,labour,hire charges of machinery,loading ,unloading,lead, lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 11 | Road marking with hot applid thermoplastic compound with reflectorising glass beads on bituminous surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ sqmarea, 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, trffic diversion as per IRC - 35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control, cost all materials, all labour, lead, lifts loading, unloading transporting etc., complete. 2.5mm thickcomplete as per Formwork,curing, including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 12 | Retro-Reflectorised Traffic Signs (B) : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3s, 4mm thick Aluminium composite material sheet including letteringdepending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.60 mtrs high (min effective height 1.90 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 complete, including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 13 | 80 mm x 60 mm rectangular facility board |
| 14 | 50 cm x 60 cm rectangular single chevron |
| 15 | 90 cm high octagon (PWD uni SR 2021-22 IT No 8.5 page No : 54) |
| 16 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DOIII Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment No. 500.00 of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.including cost of all materials, labour,hire charges of machinery,loading ,unloading, lead,lift, transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 17 | Replacement of Metal Beam Crash Barrier - Type - A, \"W\" : Metal Beam Crash Barrier :Replacement of\"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.type-B THRIE metal beam crash barrier ,including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete as per Formwork,curing, including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift, transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 18 | Providing and Fixing of Median Marker that are made of tough,high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and heightnot less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched IzodImpact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 complete as per Formwork, curing,includingcost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift,transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 19 | Replacement of Crash Barrier,including cost of all labour, materials , usage charges ofmachinery, lead, lift, loading, un loading, transporting etc., complete. , including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete including cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift, transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
| 20 | Repair of Crash Barrier : Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form workincluding cost of all labour, materials , usage charges ofmachinery, lead, lift, loading, un loading, transporting etc., complete. including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., completeincluding cost of all materials,labour,hire charges of machinery,loading ,unloading,lead,lift, transporting etc., complete as per the direction of the engineer in charge for successful completion of work |
