Construction of Second 100/160 MVA T/F Plinth and allied civil works at 220 kV sub-station Majra

CSR ITEMS

Stacking already layed 3" thick gravel of 20mm size in the yard area into stacks of specified sizes

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 m layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres

Earthwork filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead up to 30 metres

Dismantling Concrete or precast concrete Cement concrete 1:4:8 or 1:5:10

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

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

Cement Concrete 1:8:16 with 40 mm gauge stone aggregate using concrete mixer volumetric type

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

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

Cement Concrete 1:2:4 using stone ballast or shingle volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixeras per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement excluding steel reinforcement centering and shuttering in foundation and plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixeras per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement excluding steel reinforcement centering and shuttering in superstructure

Labour rate for spreading of gravel (which was stacked in the yard area of already layed 3" gravel at the start of work)

First Class burnt brick work 1:4 laid in cement sand mortar in foundation and plinth

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

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

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

12.5 mm thick CP 1:4

Steel Work Fixed independently without connecting plates, including cutting, hoisting and fixing in position (MS Rail @ 44.64 kg/m) (Through Rate)

Cold Twisted Deformed (Ribbed/ TOR Steel Bar) bars Fe 500 grade as per IS 1786-1985, for RCC works,where not included in complete rate of RCC including bending and placing in position complete (Labour Rate)

Brick on edging Providing and laying of Brick on edge on edging 6.83 cm wide, 11.11 cm long, and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50 metres complete as per PUNJAB PWD specification

Providing and fixing of various sizes of cable racks

Providing 3" thick PCC Flooring 1:5:10 using coarse sand and 20 mm thick coarse aggregates including carriage and difference in material of coarse sand and coarse aggreagates but excluding cost and of cement as it will be provided by the department in the yard area

Supplying and Hoisting of Ferocement Trench Covers of size 2'6"x1'9"

P&F Base Plate 235x220x12mm for T/F Plinth

MS Cleat 65x65x6 mm-19 mm for T/F Plinth

P&F 12.5mm x 300mm long Anchor bolts

Fixing of Tempelates

Providing and Fixing Angle Iron Nozing made out of 50x50x6 angle iron for T/F Plinth

Spreading of Crusher stone 20 mm size in the yard area in 75 mm thick layer including preparation of surface complete as per the satisfaction of Engineer-in-charge

Disposal of surplus soil outside the yard area

Extra carriage of material FOR CEMENT

Extra carriage of material FOR F.SAND

Extra carriage of material FOR C.SAND, CRUSHER, BALLAST AND STONE METAL

Extra carriage of material FOR STEEL

Extra carriage of material FOR BRICKS

Difference of rate of material for coarse sand

Difference of rate of material for crusher (12/13.2)

Difference of rate of material for crusher (10/11.2)

Difference of rate of material for stone ballast

Difference of rate of materials for bricks

INDO ENGINEERING WORKS

PAUL AND COMPANY