Estimate for Lining/Relining of W/C by using underground pipeline of outlet RD 19000/TR of Kauli Minor of village Dhindsa beer kauli of Distt. Patiala (laying and jointing of RCC UGPL system and other allied works in construction of water course)

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

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

10mm thick Cement Plaster 1:4 on side wall

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

Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipelines 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 15meter complete in all respect.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement concrete 1:4:8 with brick ballast 40mm guage mixing by manual means

Cement conc 1:2:4 including supply carriage & with stone ballast or shingle mixing by manual means

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.

Reinforced Cement conc 1:2:4 hand mixed but including steel reinforcement

lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforcedcement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS458-2003 into trenches for all depths and layingout the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. RCC NP2 250mm dia S&S

Jointing and cutting of RCC NP2 plain end pipes 150 mm dia for air vent pipe into trenches and laying same to correct alignment as per IS 458:2003(2.5 mtr /no )

Dismantling of Flexible Pavements (By Mechanical Means)-Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Cement concrete 1:4:8 with stone ballast 20mm gauge

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

10mm thick Cement Plaster 1:4