Laying Underground Pipeline At Outlet RD 10590-R of Sappanwali Minor Village Mana Singh Wala District Ferozepur

Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipeline with straight or open cutting in streets or open area including and 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 m 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 m

First class brick masonry 229 mm thick laid in cement sand mortar 1:6 in foundation and plinth including supply recarriage of bricks cement

10 mm thick cement plaster with cement mortar 1:4 on side walls

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

Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement

Cement concrete 1:2:4 including supply, carriage & with stone ballast or shingle

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

Lowering, jointing of RCC NP‑2 plain end pipes 300 mm 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

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 m / No)