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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . Etc. etc. complete as per specification and direction of the Engineering in charge. |
| 2 | Earth work in hard soil with initial leads 50 m and lift 1.50 m including rough dressing and levelling breaking clods and laying in layers not exceeding 0.30 m depth with all cost ,conveyance , royalities and taxes etc. complete as directed by the Engineering- in - charge. |
| 3 | Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete. |
| 4 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm. on the prepared bituminious/ granular surface cleaned with mechanical brooms as per clause 503 of MORTH & H specification for road and bridge works ( 4rth Revision ) etc. complete as per the direction of the Engineering in charge. |
| 5 | Providing and laying semi dense bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bitumininious binder of 60/70 penetration grade of bitumen , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and allignment , rolling with smooth wheeled , vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT & H Specificaion for road and bridge works ( 4rth Revision ) etc. complete as per specification and direction of the Engineering in charge |
| 6 | Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge |
| 7 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 . |
| 8 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc., as per MORD technical specifications Clause 1915. |
| 9 | Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD. |
| 10 | Providing fixing 200 Mtr. Stone as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge. |
| 11 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause of MORD. ( Fixing on Berm ) |
| 12 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(i) 600mm Circular |
| 13 | ii)600mm x 450mm Rectrangle |
| 14 | (ii)600MM EQILATERAL & TRIANGLE |
| 15 | Providing, supplying , fixing, and erecting direction and place identification retro-reflective sign as per IRC-67-2012 made of class-B retro-reflective sheeting of higher intemsity and high intensity prismatic grade sheeting as per ASTM D 4956-09type-III and Ivstrictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over alluminium sheeting,200mm thick as per clause 6.5.2 of IRC 67-2012 or ACP used for signs board with thermoplasic core of low density polyethylene between two thick sheets of aluminium over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75x75x6mm, 2nos and 3nos horizontal and 1no vertical extra supporting member of M.S angle of size 50x50x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade CC 45cmx45cmx75cm. 60cm below ground level as per approved drawing including cost,conveyance,royality,taxes of all material, labour, T&P,excavation curing etc,complete under the supervision of EIC. ( 1200mmx900m rectangle) Please Enable Macros to View BoQ information |
