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| 1 | Clearing grass and removal of rubbish up to a distance of 50m girth outside the periphery of the area etc complete asper direction of Engineer in charge. |
| 2 | Flank dressing to proper grade & camber on both side berms including T&P materials etc. complete as per direction of the Engineer in charge. |
| 3 | Earth work in hard soil within 50m initial lead and 1.50m initial lift including rough dressing and breaking clods to maximum 5cm. To 7cm and layingin layers not exceeding 0.3m in depth etc complete. |
| 4 | Filling foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc.complete as per specifications and direction of the Engineer-in-charge. |
| 5 | Providing plain cement concrete with CC (1:2:4) using 12mm size h.g. chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting including wtering curing cost conveyance royalities and taxes of all materials cost of all labour with cost of allT&P required for the work etc complete. |
| 6 | Providing and laying of interlocking cement concrete paver block pavements (M40) having thickness 80mm as per drawing and technical specification clause 1504 etc complete asper direction of Engineer in charge. |
| 7 | Clearing existing black topped surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge. |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 9 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of apecified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site laying with a hydrostic pave finisher with sensor control to the required grade level and aligjment rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT&H specificationf or road and bridge works (4th revision) etc complete as per specification and direction of Engineer in charge. |
| 10 | Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage ofmaterials etc complete asper direction ofEngineer in charge. |
| 11 | 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 etc complete asper direction of Engineer in charge |
| 12 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc as per MORD technical specifiction clause 1915 as per direction of the Engineer in charge. |
| 13 | 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 specifiction clause of MORD ( fixing of berm) etc complete asper direction of Engineer |
| 14 | Providing fixing 200 mtr stone as per approved drawing and specification including cost of all materials T&P labour painting figuring and fixing etc complete asper direction of Engineer in charge. |
| 15 | 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 specifiction clause of MORD ( fixing of berm) etc complete asper direction of Engineer |
| 16 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm widthand required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural roads of required shade and colur supported and welded on 47mmx47mmx12 SWG sheet tube firly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600mm below ground level as per approved drawing clause 1701.2.2 (i) 600mm Circular |
| 17 | 800mm x 600mm Rectangle |
| 18 | 600mm Eqilateral and Triangle Please Enable Macros to View BoQ information |
