Feeler Gauges - Engineering Metrology - as per IS 3179 (Q3)

Feeler Gauges - Engineering Metrology - as per IS 3179 (Q3)

Excavation in trenches not exceeding 1.50 mtr wide and not exc. 1.5 mtr in depth for foundation n.exc. 10 Sqm

PCC type E 2 1.5.10 using 40 mm graded stone aggregates as in founcation filling mass concrete sub base

Demolition of cement concrete unreinforced of any description and in any position not otherwise specifically

M and L for surface dressing in hard dense soil n exc 15 cm deep complete all as specified and directed.

M and L for RCC 1.2.4 type B1 Using 20 mm graded stone aggregate as in Foundations including rafts

Formwork to sides of concrete foundations footings bases

S and F Mild steel TMT bars 10mm dia and over cut to length bent to shape reqd incl cranking

bending

S and F Mild steel TMT bars 6 to 8 mm dia and over cut to length bent to shape reqd incl cranking

S and F Steel work using MS sections pipes tubular sections including special shaped washer bending to curved

S and F Mild steel bolts. purpose made. with hexagonal or square head one end and screwed the other or screwed both

S and F Soien ferrari fabric sheet 900 gm sqm white colour having tensile strength as per IS as in roof covering

Brick work with subclass B bricks straight or curved on plan exc 6m mean radius built in cement mortar 1.4.

Rendering 10 mm thick on fair faces of brick work or concrete surfaces cm 1.4

M and L Granite 15 to 18 mm of any type work table rubbed and polished thick in steps jambs pillars window

M and L for First quality Vitrified Ceramic tiles 9 to 10 mm thick square rectangular polished area

Glazed ceramic coloured tiles 600mm x 300mm x 7mm thick on vertical surfaces as in skirting

M and L 150 mm thick PCC 1.4.8 tybe D 2 using 40 mm stone aggregate as in sub base.

Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M 30 grade

M and L cement 1.2.4 type B0 using 12.5 mm aggregate as in copings cills Post holes stops rounded or chamfered on edges

M and L Preparation of new steel surfaces of any description not otherwise described over 10cm width or girth

Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm

Removal of excavated surplus soil to a distance exc.1.5 km but n exc 5 km