Construction of 66 kV Mirzeke Bay at 220 kV S/S Kotkarore.

Amount

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 masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres.

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

Centering 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 M-20 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 M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure .

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

115mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation 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

20 mm thick cement plaster 1:4 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. (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 & Fixing of Angle iron Nosing made out of 50x50x3mm Angle Iron for Cable Trenches.

Providing & Fixing Cable Racks of Various sizes

Supply & Hoisting of Ferro Cement Trench Cover 1'9"x2'6" T-4 type

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

Providing & Fixing Template along with foundation bolts as per drg.

Supply of cresher in yard area as per AOR

Cement Slurry of Cement to sand Ratio 1:6 with cement content not less than 150 kg/100 sqm as per AOR

Laying PCC Flooring of 1:5:10 with crushed stone and stone aggregate as per AOR

Extra Carriage of material- Cement

Extra Carriage of material- Steel

Extra Carriage of material- Fine sand

Extra Carriage of materials & diff. of rates of material- Crushed Bajri 13.2/12 mm

Extra Carriage of materials & diff. of rates of material- Bricks

Extra Carriage of materials & diff. of rates of material- Crushed Bajri 11.2/10 mm

Extra Carriage of materials & diff. of rates of material- Coarse Sand

Extra Carriage of materials & diff. of rates of material- Stone metal 40mm

NEO ENERGY SOLUTIONS (BID ID -703268)

P K TRADERS (BID ID -703264)