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| 1 | Earth work in excavation to all kind of soil by mechanical means(Hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 2 | Rolling and consoilidating formation surfaces in cutting with 8 to 12 tonne power roller including filling in hollows and depressions completer all as specified and directed |
| 3 | M&L soling (or sub base), 200mm thick (spread thickness) with broken boulders or quarried stone,interstices filled surface formed and rolled and consolidated to requried gradient and camber with 8 to 12 tonne power roller completer all as specified and directed |
| 4 | M&L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each. Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridgeworks 2013 |
| 5 | Removing excavated material / soil to a distanceexceeding 250m and not exceeding 500m depositing where directed at a level not exceeding 1.5m above the strting point complete all as specified and as directed. |
| 6 | M&L for preparing surfaces of un-surfaced WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed. |
| 7 | M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. |
| 8 | M&L for providing bituminous premix asphaltic semidense concrete (design mix) 40mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient completewith 8 to 12 tonne power roller complete all as specified and as directed. |
| 9 | M&L for preparing surfaces of un-surfaced WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 5 kg per 10 sq metre complete all as specified and directed. |
| 10 | M&L for preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS-3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. |
| 11 | S&F Cat eye solar reflective type of metal body alloy of size 100mmx100mmx 20mm with AMA striplens reflector of model no DA 972 OR EUIVELENTH IN OTHER MAKE Fixed with and including MS stud of suitable size completed as per manufactures instructions etc complete all as specified and directed. |
| 12 | M&L for Rough dressed sand stone slab in edgeo f road40 mm to 50 mm thick laid drybut bedded, jointed and pointed in cement mortar 1:3 in vertical surfaces including excavtion and making good sufaces complete all as specified and directed. |
| 13 | M&L for red bajri filling in berms of road and filling in subgrade laid in layers n. exc. 15cm thick spread levelled and rammed including watering complete all as specified and directed. |
