Estimate for Rehabilitation lining of Mahorana Distributary From RD 0 to 25200 offtaking at RD 13520 R of Kotla Branch SLICE RD 12500 to 18550

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge exceeding 4.5 cumecs

Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads. Excluding royalty

Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Dressing of Earth work

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

Laying 1:3 (cement :water) cement slurry with cement @ 2.25 kg/ sqm as on prepared side slopes before laying concrete on side slopes.

Providing and laying cement concrete Side lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.(A) Computerized batching lining on bed and on side slopes upto vertical hieght 2.0m

Providing and laying cement concrete Side lining 100 mm thick or less with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.(A) Computerized batching lining on bed and on side slopes upto vertical height above 2.0 mtr but upto 3.5 mtr

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Coping and bed

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Sleeper

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

Filling Construction joint/Contracton Joint with Special impervious hot pour 12.50 mm wide

Filling expansion joint with sealing compound complete in all respect

Applying Bitumen primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 200 mm wide LDPE Film 150 micron over sleepers

First Class Burnt Brick work laid in cement sand mortar 1:3 in foundation and plinth

10 mm thick cement plaster in 1:4 (for side walls)

Cement concrete 1:3:6 stone ballest or shingle mixing by mechanical means using concrete mixer volumetric type

Dismantling brick work, tile masonry or tile lining (in cement mortar) lining

Lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect (For Field Syphons)i/d 300 mm

Lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in all respect (For Field Syphons)i/d 400 mm

Basic rate of ordinary earth/clay taken from private Land but excluding royalty.

Adjusting A.P.M. to the correct Y and fixing in position:- ((a)) In case of new outlet where no dismantling and reconstructing of gullet wall is involved.

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means 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.

Extra labour for dressing bricks On O.F. and A.P.M. type outlets ((i)) With H upto 0.5 m

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

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

Adjusting A.P.M. to the correct Y and fixing in position:- ((a)) In case of new outlet where no dismantling and reconstructing of gullet wall is involved.

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Extra labour for dressing bricks On O.F. and A.P.M. type outlets ((i)) With H upto 0.5 m

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.

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

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

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 (a) With stone ballast orshingle (ii) mixing by mechanical means using concrete mixer volumetric type

Painting distance marks with synthetic enamel paint ((b)) Two coat work ((i)) Main canals

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

Cement concrete 1:2:4 (a) With stone ballast orshingle (ii) mixing by mechanical means using concrete mixer volumetric type

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

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.

Cement concrete 1:4:8 (a) With stone ballast orshingle (ii) mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 (a) With stone ballast orshingle (ii) mixing by mechanical means using concrete mixer volumetric type

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

10mm thick Cement Plaster 1:4

10mm thick cement plaster 1 : 4 on floors.

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

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 as23mm 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 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

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

Any other Item