Work of Construction of 1 no. 66 KV bay for Dhalleke at 220 KV S/S Dharamkot

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centring and shuttering for columns (Square or rectangular or poly gonal in plain)

Cement Concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Reinforced cement concrete M20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure

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 first storey upto 4 meters above plinth level

115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

12.5 mm thick cement plaster 1:3

12.5 mm thick cement plaster 1:5

20mm thick C. Plaster 1:4 in two coats work

Cold twisted deformed (Ribbed/ Tor Steel 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 placing in position complete (Labour Rate)

Brick on end edging Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Providing and fixing in position gratings 150mm x 150mm for gully trap. H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats.

Cable Racks of varios sizes

Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9" x 2'6" T-4 Type

Suppling and Hoisting of Ferro Cement Trench Cover 2'2" x2'2" T-3 type

Providing and Fixing Template along with foundation bolts as per drawing

P&F Angle Iron Nozzing 50x50x3

Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100 sqm

Supplying & spreading of crushed stone ¾” nominal size (20mm)in 3” (75mm) thick layer in the switch Yard Area marked or as per direction of the Engineer-In-Charge i/c levelling & removal of grass at site.

Laying PCC Flooring Cement Concrete 1:5:10 with crushed stone and Stone Aggregate as per AOR

Landing rates including extra Carriage and Difference of material rates wherever applicable

Cement

Steel

Fine sand

C Aggregate 13.2/12

Bricks

C Aggregate 11.2/10

C.Sand

Stone Metal 40mm