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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, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per direction of the Engineer-in-charge. |
| 2 | Granular Sub-Base with Graded Material: 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, as per direction of the Engineer-in-charge. |
| 3 | CC Shoulder: PCC Grade M20 using batching plant transit mixer & Concrete pump, as per direction of the Engineer-in-charge. |
| 4 | Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate 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 with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, as per direction of the Engineer-in-charge. |
| 5 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means, as per direction of the Engineer-in-charge. |
| 6 | Tack Coat on Bituminous surfaces : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per direction of the Engineer-in-charge. |
| 7 | Dense Graded Bituminous Macadam : Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby 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 respects, as per direction of the Engineer-in-charge. |
| 8 | Bituminous Concrete: Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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, as per direction of the Engineer-in-charge. |
| 9 | Road Marking with Hot Applied 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 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, as per direction of the Engineer-in-charge. |
| 10 | Road Markers/Road Stud with Lense Reflector: Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973), as per direction of the Engineer-in-charge. |
| 11 | Road Delineators New Installation : supplying and installation of delineators (road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular 75 mm dia circular reflectorized panels at the top, burried or pressed into the ground and conforming to IRC-79 and the drawings, as per direction of the Engineer-in-charge. |
| 12 | Rectification of existing Road Delineators: Supplying and installation of retro-reflective tape in delineators fitted with 80 x 150 mm rectangularreflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings, as per direction of the Engineer-in-charge. |
| 13 | Retro-Reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3,2mm thick aluminium sheeting, 3mm/ 4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mountedon a mild steelcircular pipe 65 NB ,3.2 mm thicknness 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, as per direction of the Engineer-in-charge.A. 90 cm Circular only board damaged = |
| 14 | B. 90 cm Circular only post bend= |
| 15 | C. 90 cm Triangular only board damaged= |
| 16 | D. 30 cm x 90 cm Rectangular both post & board damaged= |
| 17 | E. 50 cm x 60 cm Rectangular post bend= |
| 18 | F. 200 cm x 120 cm Rectangular with double post both post & board damaged= |
| 19 | G. 60 cm x 80 cm Rectangularonly post bend= |
| 20 | Man Power for drain, Culvert & Shoulder cleaing for daily 8 hours basis for 15 days 6 person per day , as per direction of the Engineer-in-charge. |
