Name of Work: CONSTRUCTION OF HARDSTANDING FOR RSV,ESV AND BBT VEHICLES AND ALLIED WORKS AT RDS SITE AT AFS SURYALANKA.
Sl. No.
Item Description
1
Excavating over areas n.exc 1.5m deep and getting out insoft/loose soil complete all as specified and as directed
2
M&L for moorum/red bajri filling in road berms or pavings, laid in layers n exc. 15 cm thick, spread, leveled and rammed including watering as required and rolled with hand roller of required capacity complete all as specified and directed
3
M&L for hard-core of gauge n.exc 63mm, with broken stone/boulders deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. Note:- The thickness of hard-core shall be 200mm.
4
M&L 150mm thick (compacted thickness) WBM in layers not exc 7.5cm each, with coarse aggregates of granite grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) in granite, trap or basalt, spread, rolled and consolidated to gradient and camber required with8 to 12 Tonne power roller.Note:- Unit rate is for combined thickness of 15 cm.
5
M&L for 200mm thick Pavement quality concrete (PQC) M35 grade (design mix) as in pavement / hard standing complete all as specified and as directed
6
M&L for Forming 12mm thick Expansion joints (for 200mm thick concrete slab) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and as directed
7
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
8
Removing excavated material (soil) to a distance exceeding 250 m but not exceeding 500 m and depositing where directedat a level n.exc 1.50m above the starting point complete all as specified and as directed
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