Construction of Pathway for movement of Crew and crew box to approach the Station building FLN in the jurisdiction of GM/Co./JP

Item Breakup - A-Schedule A

2.28/2.28.1 - Surface dressing of the ground Sqm including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m All kinds of soil

2.2/2.2.1 - Earth work by mechinical / manual cum means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil WDFC FIELD UNIT-JAIPUR-CIVIL/WDFC

4.1/4.1.2 - Providing and laying in position cement cum concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1.5 - 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

16.68 - Providing and laying 60 mm thick faciory Sqm made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge

16.69 - Providing and laying at or near ground cum 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 etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Total 9234735.51