Construction of Road, Gate Pillar and allied civil works for New SHB at 132 kV S/S Pathankot.

Earth wok in excavation in foundations trenches etc. in all kinds of soil not incolving Pick-Jumper work upto 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent.

Centering and Shuttering for faces of columns(Square or rectanular or polygonal in plain).

Cement concrete 1:8:16 With 40mm gauge stone aggregates mechanically mixed

Cement concrete 1:6:12 with stone ballst 40mm gauge stone aggregates mechanically mixed

Cement concrete 1:5:10 with stone ballast 40mm gauge mechanically mixed

Cement concrete 1:4:8with stone ballast 40mm gauge mechanically mixed

Cement concrete 1:2:4 with stone ballast or shingle

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Fdn and Plinth

Damp proof course 4 Cm thick cement concret 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded.

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:5 in superstructure.

12.5 mm thick cement plaster 1:5

20mm thick cement plaster 1:5 in two coat work

Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete.

P&F 60mm thick interlocking tiles

Water Bound Macadam Grading III- Providing, laying, spreading andcompacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisitetype of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitycomplete as per technical clause404 of MORT&H specifications

P&F Kerb Stone

P& F Gate complete in all respect

P& F Top Lantran complete in all respects

Extra Carriage beyond 5 km - i) Stone Ballast + Crusher + Coarse Sand

Extra Carriage beyond 5 km - ii) Fine Sand

Extra Carriage beyond 5 km - iii) Cement

Extra Carriage beyond 5 km - iv) Steel

Difference of rate of Material- Crushed bajri 13.2mm

Difference of rate of Material- Crushed bajri 11.2mm

Difference of rate of Material- Coarse Sand

Difference of rate of Material- Stone metal 40mm

Difference of rate of Material- Bricks

PAUL AND COMPANY

K.S. RANA AND CO.