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| 1 | Excavation in over areas in hard/dense soilnot exceeding 1.5 mtr deepand getting out complete allas specified and directed. |
| 2 | Removing surplus soil to a distance 50mtr and deposit where directed at a level not exceeding 1.5 mtr above the starting point. |
| 3 | M & L for 150mm thick Soling (or sub base) with broken boulders or 80 to 40mm interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. |
| 4 | Rolling and consolidation of formation surfaces road including berms with 8 to 12 ton power roller complete to required level gradient, slope camber and super elevation including filling depressions with and including approved earth, reterived during rolling process complete all as specified and as directed. |
| 5 | M & L for 15cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required in granite trap and basalt complete all as specified and as directed. |
| 6 | Providing and Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPaMinimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specified and as directed. |
| 7 | M & L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additionaI amount to be paid for overlap) complete all as specified and as directed. |
| 8 | M & L for finishing concrete surface of road, pavement by brooming complete all as specified and as directed. |
| 9 | M & L for Polythene film, 150mm micron thick, laid over sand layer on a coat of bitumen primer @ 0.30 to 0.50 Kg complete all as specified and as directed. |
| 10 | 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 as directed. |
| 11 | M & L for forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ , thickness of concrete slab 200mm, complete all as specified and as directed |
| 12 | M & L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade \"A\" complete all as specified and as directed. |
| 13 | M & L forming Construction joint 30mm deep x 10mm wide filledwith sealing compound grade \"A\" complete all as specified and as directed |
