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| 1 | Preparing surfaces of existing black top surfaces by brooming with wire brushes for removing caked mud etc sweeping with gunny bag to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. |
| 2 | 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 Engr-in-Charge. |
| 3 | Scarifying or picking exc 100 mm deep gravelled, macadam or bituminous macadam including WBM/WMM surfaces in area exc 400 sqm complete all as specified and directed by Engr-in-Charge. |
| 4 | M&L for 7.5cm thick (compacted thickness) WBM , with coarse aggregates of granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed by Engr-in-Charge. |
| 5 | M&L for laying Premix bituminous,macadam using paving bitumen of any penetration (Bitumen content 4% by wt of total mix) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed by Engr-in-Charge. |
| 6 | M&L for Repair to potholes 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 atleast 25mm in depth making good by applying tack coat @ 5 kg per 10 sq m using paving bitumen, putting in premixed bituminous macadam using paving bitumeen, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and directed by Engr-in-Charge. |
| 7 | M & L for bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness using paving bitumen VG-40 with 5.5% binder content by weight of total mix. Rolled and compacted to required camber and gradient complete, and rolled with 8 to 12 tonne power roller complete all as specified and directed by Engr-in-Charge. |
| 8 | M&L for preparing of any type of bituminious surfaces to receive the thermoplastic paint and marking of guide lines, dashes, arrows and letters etc with reflective thermoplastic paint with minimum thickness 2.00 to 3.00 mm in white, golden, yellow or black colour as required, using necessary glass beads for achieving reflection on roads, pavements and the like in any width all as per MoRTH clause 803.4 and BS 6068 complete all as specified and directed by Engr-in-Charge. |
| 9 | Demolition of Cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. |
| 11 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engr-in-Charge. Note - Item include arrangement of necessary formwork if required. |
| 13 | M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 150mm thick cement concrete pavement complete all as specified and directed by Engr-in-Charge. |
| 14 | M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A' complete all as specified and directed by Engr-in-Charge. |
| 15 | M&L for 20mm thick Wearproof topping as specified (incorporating an approved metallic floor hardner), laid on concrete floors and pavings, and finished even and smooth complete all as specified and directed by Engr-in-Charge. |
| 16 | Excavating over areas, n exc 1.5 m deep and getting out soft /loose soil complete all as specified and directed by Engr-in-Charge. |
| 17 | M&L for moorum filling in berms of road laid in layers spread levelled and rammed including watering and well ramming with power road roller of spread thickness 100 mm complete all as specified and directed by Engr-in-charge. |
| 18 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 19 | Demolition of Cement Concrete Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-Charge. |
| 20 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed by Engr-in-Charge. |
| 21 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engr-in-Charge. |
| 22 | M&L 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 Engr-in-Charge. |
| 23 | 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 & laying premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of paving bitumen, applied and rolled to a uniform smooth surface using paver machine with thickness averaging 6-8 mm thickness complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
