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| 1 | Clearing and grubbing road land including uprooting wild 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. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required slope and compacting to meet requirement. |
| 3 | Providing and laying moorum topping on side berm including cost, conveyance of all materials etc. complete as per direction of Engineer-in-charge. |
| 4 | Providing laying spreading and compacting stone aggregates of specific sizes to water Bound Macadam - Grade-III specification including spreading in uniform thickness hand packing , Rolling with three wheel 80 - 100 KN static Roller in stages to proper Grade & Camber , applying & Brooming crushable screening to fill up the interstices of coarse aggregates , watering & Compacting to the required densityas per clause 405 of MORD Specificationfor Rural roads including cost , conveyance ,royality ,taxes ,labour & T & P required for work etc complete as per direction of E-I-C. |
| 5 | Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface og granular base including cleaning of road surface & spraying primer coat @ 0.60 kg / sqm using mechanical means as per clause 502 of MPRD Specification for Rural roads including all cost conveyance taxes labour T & P royality required for the work etc complete as per the direction of E-I-C. |
| 6 | Cleaning the existing BT surface including removal of foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. |
| 7 | Providing and applying tack coat with bitumen emulsion RS-1 using emulsion distributer at the rate of 0.25 kg to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per direction of E-I-C. |
| 8 | Over BT Surface (2 Kg/10 Sqmt) |
| 9 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of 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. 508 complete in all respects |
| 10 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. |
| 11 | Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. |
| 12 | Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board) |
| 13 | Earth work in Excavation in hard soil with all leads and lifts complete as per specification and direction of the Engineer-in-charge |
| 14 | Filling Foundation and Plinth with sand well watered and rammed complete as per specification and direction of the Engineer-in-charge |
| 15 | C.C.(1:3:6) using 40 mm size hard granite metal of approved quality from approved quarry including hoisting laying concrete to required thickness with cost, conveyance of materials labour including royalty, watering curing etc.complete. |
| 16 | In Foundation |
| 17 | In Substructure |
| 18 | Earth work in hard soil with mechanical carriage including rough dressing etc complete. |
| 19 | Providing weep holes in Brick masonry/Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through he full width of the structure with slope of IV:20H towards wrawing foce. Complete as per drawing and technical. Please Enable Macros to View BoQ information |
