Estimate for Lining of Watercourse or UG Pipeline of Outlet RD 131396TF of Barnala disty Distt Barnala

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.

Rehandelling of earthwork recently executed

Dressing of Bed and preparation of sub grade for lining.

Dismentalling Of Brick Work

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

10mm thick Cement Plaster 1:4 (FOR SIDE WALLS)

10mm thick Cement Plaster 1:4 (FOR FLOORS & TOP)

Centering and shuttering for faces of concrete

RCC 1:2:4 hand mixed

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete

Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation including the cost of diversion for traffic , crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside/ inside the town involving lead upto 15 meter complete in all respect

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

First class brick masonary laid in cement sand mortar 1:6 in foundation and plinth including

10mm thick cement plaster on sides walls (-) Rs.1. 25/- for scaffolding.

10mm thick cement plaster 1:4 on bed and top.

Reinforced cement concrete 1:2:4 hand mixed

Cement concrete 1:4:8 with brick ballast 40mm gauge

Lowering, jointing of RCC NP-2 plain end pipes dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. (Labour and material)

Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) (Labour and material)

Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank

Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators)

Centreing & shuttering for Concrete faces

Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods.

Re-handling of earthwork recently executed

Dressing of Bed and preparation of sub grade forlining.

Laying Ist class burnt brick Masonry laid in 1:6with CSM for Bed & Side Walls

10mm thick Cement Plaster 1:4 ( for side walls )

10mm thick Cement Plaster 1:4 ( for Floors & Top )

Centering and shuttering for faces of concrete

RCC 1:2:4 hand mixed

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.

Any Other Item