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| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm each and n. exc 50 mm deep incl removing the unserviceable materials / debris outside the premises not exceeding 50 meter away and disposal of the same complete all as specified and directed by Engineer-in-charges. |
| 2 | M&L for Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-charges. |
| 3 | Material & Labour for premix bituminous macadam using 4 % binder (paving bitumen VG 40 Grade) by weight of total mix laid manually or with mechanical pavers (consolidated thickness 75mm or less), rolled and compacted to gradient and camber required with 8 to 10 tonne power road roller complete all as specified and directed by Engineer-in-charges. |
| 4 | M&L for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed by Engineer-in-charges. |
| 5 | M&L for Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed by Engineer-in-charges. |
| 6 | M & L for Bituminousin semi-dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content (bitumen of agrade VG-40) by weight of total mix, laid by mechanical paver, rolled and compacted to required camber and gradient complete all as specified and directed by Engineer-in-charges. |
| 7 | M & L for providing and laying 2 to 2.5 mm thick hot applied thermo plastic road marking materials in uniform thickness with glass beads as per clause No 803 of MORTH specification including cleaning of roads surface, heating the materials with in specified tempreture limits for marking with all necessary arrangements required complete all as specified and directed by Engineer-in-charges. |
| 8 | Demolition of cement concrete(unreinforced)in ground floors and paving n,exc 15 CM thickness(bellow or above ground level) complete all as specified and directed by Engineer-in-charges. |
| 9 | M&L Cement concrete type B-0,1:2:4 (12.50 mm graded stone aggregate) as in kerbs or mud stops,rounded or chamfered on edges complete all as specified and directed by Engineer-in-charges. |
| 10 | M&L for 100 mm thick PCC 1:4:8 type D2(40mm graded stone aggregate) as in sub base,foundations filling and mass concrete complete all as specified and directed by Engineer-in-charges. |
| 11 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm),including making drainage opening wherever required complete all as specified and directed by Engineer-in-charges. |
| 12 | M&L for Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete. complete all as specified and directed by Engineer-in-charges. Please Enable Macros to View BoQ information |
