NIT No.1049/TC/25-26

Granular Sub-base as per Table : 400.1 Construction of granular sub-base by providing well graded material, carriage of mixed material to work site ,spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per Clause 401. A) Plant mix Method (with Mechanically crushed stone only) (a) For Lower Sub-base with (ii) Grading-III Material

Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.

meter

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications

Hectometer stone (Precast)

meter

1000 mm dia.

Type B : Destination boards (700 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 800 mm above 500 mm thick block of size 800 x 400 x 500 mm with one face vertical )

600 mm circular

Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on road Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35.-1997 The finished surface to be level, uniform and free from streaks and holes.)

UOM Name

Percentage

Per mile

Siemens Per meter

Activity unit