Construction of 1 no. 20 MVA 66/11 kV T/F plinth and allied civil works at 132 kV S/S Moga-Dhalleke

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)

Centering and shuttering for faces of walls , partitions, retaining walls and the like (vertical or battening) including attached pilasters, butteresses etc.

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

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.

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

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

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.

P & F of MS Tappered washers/Cleats 65X65X19mm to 6 mm

P & F MS Base Plate 235X220X12 mm for T/F plinth

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

P & F MS 12.5X300mm Anchor Bolts

Cable Racks of varios sizes

P&F Angle iron Nozzing 50x50x3 mm for cable trenches

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

Suppling and Hoisting of Ferro Cement Trench Covers of size 3'4" x1'6" T-p type

Providing and Fixing Template along with foundation bolts as per drawing

Supply and Fixing of MS Angle Iron Posts of various sizes and shapes as per PSTCL approved Drg.

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 of GI wire netting mesh of 12 gauge 50 x 50 mesh 180cms. High fastened with 4 nos ms wire rope 6/7 strand 1/16" dia each complete in all respects as per drg no. HW/TB-5635R-2 and Arch Drg No. 8 Rs/ Job No. 112/S and conforming to IS- 2721/1974 and 3459/1977 respectively

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

Suppling and Spreading of Gravel as per AOR

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

Carriage of material rates and Carriage and Difference of material rates

Cement

Steel

Fine sand

C Aggregate 13.2/12

Bricks

C Aggregate 11.2/10

C.Sand

Stone Metal 40mm

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