ESTIMATE FOR Lining of water course of Outlet RD 27126/TL OF Upplan Minor by laying of U/G Pipeline.

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 levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/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

10mm thick cement plaster 1.4 on sides walls

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

Reinforced cement concrete 1:2:4 hand mixed (Manual means)

Cement concrete 1:4:8 with stone ballast 40mm gauge(Manual means)

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

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 250 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 300 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 350 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 400 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 250 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 250 mm

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 450 mm

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 500 mm d/a pipe

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 600 mm d/a pipe

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

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

Lowering, jointing of RCC NP-2 plain end pipes 250 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. (committee labour rate)

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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 350 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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 400mm 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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 450 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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 500mm 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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 600mm 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. (committee labour rate)

Lowering, jointing of RCC NP-2 plain end pipes 150 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 in all depths complete in all respect. (committee labour rate)

Cold twisted deformed (Ribbed/ Tor steel)Bars (Fe500gradeasper IS1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Foot Rest for Manhole Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1cement: 2 sand: 4 stone aggragate) complete as per design.

Earth work excavation in ordinary soil, exclusive of compensation of earth:- ((b)) Earth work undressed with a combined lead upto 15 metres including breaking of clods.

((a)) 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

Dressing of earth work ((i)) New work or remodeling work.

Dressing bed and preparation of sub grade for lining.

Supplying & laying dry brick bats

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out 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 rigid manner 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. C) R.C.C. Pipe NP -3 e) 300mm i/d pipe

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

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

Re-handling of earthwork recently executed

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.

R.C.C M20 for slab

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out 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 rigid manner 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. (C) R.C.C. Pipe NP -3 (i) 600mm i/d pipe

Dismanteling of flexible pavements thickness above 50 mm by mechanical means and disposal dismantled materials up to lead of 1000 mtr

Cement conc. 1.4.8 with brick ballast

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out 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 rigid manner 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. (C) R.C.C. Pipe NP -3 (i) 500mm i/d pipe

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out 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 rigid manner 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. (C) R.C.C. Pipe NP -3 (i) 400mm i/d pipe

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out 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 rigid manner 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. (C) R.C.C. Pipe NP -3 (i) 300mm i/d pipe

First class burnt brick BW 1:4 CSM

Supply of nakka