Construction of 3rd addl. 20 MVA 132/11 kV T/F plinth and allied civil works at 220 kV S/S Ferozepur.

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 faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

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

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

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 .

Extra for using needle vibrator where not included in the rates.

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 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 1:4

12.5 mm thick cement plaster 1:5

20 mm thick cement plaster 1:4 in two coat work

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats with aluminum paint to give an even shade excluding priming coat.

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position: R S Joists

Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

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

Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects.Above 20mm dia bars (Labour Rate)

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)

Boring for hand-pump in clay fitting strainer and pipe.Above 75mm dia bore but not exceeding 100mm. Above 30 m.

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.

P & F MS Base Plate 235X220X12mm for T/f Plinth

P&F of MS Angle Nosing 50x50x6mm for T/f plinth

P&F Angle Iron Posts of various sizes and shapes as per PSTCL Drawing.

P&F of GI wire netting mesh of 12 gauge 50x 50 mesh 180cms. High fastened with 4 nos. Ms wire rope 6/7 stands 1/6" dia each complete in all respect as per drg no. HW/TB-5635R-2 and Arch Drg. No.3Rs/ Job no. 112/S conforming to is 2721/1974 and 3549/1977 respectively

Cable Racks of various sizes

P&F Angle iron Nozzing 50x50x3 for cable trenches

Suppling and Hoisting of Ferro Cement Trench Covers of size 2'8"x1'6" R- type, T-1 & T-2 Type

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 Covers of size 3'4"x1'6" T-p Type

P & F of barbed wire fencing consisting of glavanised steel barbed wire having dia 2.24mm( 2 Ply) barbed with 4 points as per IS 278/1962 i/c all fittings such as U clamp tighting nuts and bolts unrolling and strching complete

P&F Template along with foundation bolts as per drawing

Spreading of cresher in yard area as per AOR

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

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

Laying PCC Flooring of Cement Concrete 1:5:10 with crushed stone & stone Aggregateas per AOR

Extra Carriage of materials - Cement

Extra Carriage of materials - Steel

Extra Carriage of materials - Fine sand

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

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

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

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

P & F of 3BHP NON Clog Pump of 3 BHP 3 phase of Crompton Make

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

Please Enable Macros to View BoQ information