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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 | Cement Treated Crushed Rock or combination as per clause 403 and table 400.4inBase: Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base, as per direction of the Engineer-in-charge |
| 4 | Prime Coat over CTB : 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. |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 80 x 100 mm rectangular or 75 mm dia circular reflectorised 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. |
| 8 | Rectification of existing Road Delineators: 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. |
| 9 | 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 Triangular both damaged= |
| 10 | B. 30 cm x 90 cm Rectangular both damaged= |
| 11 | C. 50 cm x 60 cm Rectangular both damaged= |
| 12 | D. 50 cm x 60 cm Rectangular board damaged= |
| 13 | E. 50 cm x 60 cm Rectangular post bend= |
| 14 | F. 120 cm x 80 cm Rectangular board damaged= |
| 15 | Man Power for drain, Culvert & Shoulder cleaing for daily 8 hours basis for 30 days 6 person per day , as per direction of the Engineer-in-charge. |
