Civil Works for 20 MVA 66/11 kV T/F at 220 kV S/S Alawalpur

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

Dismantaling of brickwork

Dismantaling of Concrete 1:2:4

Dismantlement of RCC

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)

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

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

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

Cement Concrete 1:4:8 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle 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 centring and shuttering in superstructure

Supplying & Laying dry brick bats.

Extra for vibrator used by the contractor at his own cost.

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 Superstructure.

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

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

Extra labour for first class burnt brick masonry in well steining of circular wells.

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

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

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position R S Joists (Through rate)

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position FLATS (Labour Rate)

Mild steel reinforcement for RCC work where not included in the complete rate of RCC including bending, binding and placing in position complete in all respects-Above 20mm dia bars

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

Welding by gas or by electric plant, including carriage to and from workshop.

Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading II requisite type of screening/ bindingMaterials to fill up the interstices of coarse aggregate, watering andcompacting to the required density complete as per technical clause 404 of MORT&H specifications

Providing and Laying brick on end edging

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: From 0 to 15m

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 15m but upto 30m

Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 30m

Supply and Providing of PVC Pipe 5" or 125mm i/d

Providing foot rest for well shaft made of 20x20 square bar i/c

Fixing of templates along with bolts as per drawing

Supply, hoisting & placing of ferro cement trench covers, frames of size given below made of MS Flat 50x3 mm with 6 mm dia bars at 4.5" and 9" welded to flat with lifting hook as per Drg No. CW/DS2537 R5 AND cs/ds2420 R3 Complete of ferro cement trench covers of various sizes: T3- Type (2'-2"x 2'-2")

Supply, hoisting & placing of ferro cement trench covers, frames of size given below made of MS Flat 50x3 mm with 6 mm dia bars at 4.5" and 9" welded to flat with lifting hook as per Drg No. CW/DS2537 R5 AND cs/ds2420 R3 Complete of ferro cement trench covers of various sizes:T4 -Type (1'-9"x2'-6")

Supply, hoisting & placing of ferro cement trench covers, frames of size given below made of MS Flat 50x3 mm with 6 mm dia bars at 4.5" and 9" welded to flat with lifting hook as per Drg No. CW/DS2537 R5 AND cs/ds2420 R3 Complete of ferro cement trench covers of various sizes:T2-Type(2'-8"x1'-6")

Supply, hoisting & placing of ferro cement trench covers, frames of size given below made of MS Flat 50x3 mm with 6 mm dia bars at 4.5" and 9" welded to flat with lifting hook as per Drg No. CW/DS2537 R5 AND cs/ds2420 R3 Complete of ferro cement trench covers of various sizes: R- Type( 0.80 X 0.45 Mt)

Supply, hoisting & placing of ferro cement trench covers, frames of size given below made of MS Flat 50x3 mm with 6 mm dia bars at 4.5" and 9" welded to flat with lifting hook as per Drg No. CW/DS2537 R5 AND cs/ds2420 R3 Complete of ferro cement trench covers of various sizes: Y-Type(3'-4" x 1'-6")

Providing and Fixing various sizes M.S Cable Racks

Providing and fixing MS Angle iron nosing made out of 50x50x3 angle iron with hold fast complete in all respects

Providing and fixing MS Angle iron nosing made out of angle iron 50x50x6with hold fast complete in all respects

PCC 1:5:10 florring complete i/c preparation of surface

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

Supplying and spreading of crushed stone nominal size 20mm in 75 mm thick layer complete

Providing & Fixing base Plates Size 235x220x12mm for Transformer plinth

Supply & Fixing MS Cleats 65x65x6 mm

Earthfilling with earth brought from outside i/c watering & rolling to specifications.

Disposal of Earth/Debris

Extra for Carriage beyond 5KM:- Coarse sand & crusher & Stone Ballast

Extra for Carriage beyond 5KM:- Fine sand

Extra for Carriage beyond 5KM:- Cement

Extra for Carriage beyond 5KM:- Steel

Difference of Rates of Material:- Crushed Bajri 13.2mm

Difference of Rates of Material:- Crushed Bajri 11.2mm

Difference of Rates of Material:- Coarse Sand

Difference of Rates of Material:- Stone ballast 40/20mm

Difference of Rates of Material:- Stone metal

Difference of Rates of Material:- Bricks (Distt. Jalandhar)

Recovery of dismantled material:- i) Bricks

Recovery of dismantled material:- i) Brick bats

Recovery of dismantled material:- i) Steel Scrap

Mahesh Kohli Goverment Contractor

K.S. RANA AND CO.