Estimate for construction of head regulator at RD 138 of Arnauli Distributary for Udaipur Minor, head regulator at RD 225 of Arnauli Distributary for Water Supply Scheme and cross regulator at RD 270 of arnauli Distributary (without mechanical work

Amount

Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil by mechanical means depth 3 mtr to 6 mtr

Compaction Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but excluding cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions

Dressing of Earthwork (New work or remodeling work.)

Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr

Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixture volumetric type

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain /Reinforced Cement Concrete in Open foundation complete as per drawing and technical Specifications RCC grade M20 with batching plant, transit mixer and concrete pump

Plain /Reinforced Cement Concrete in Sub structure complete as per drawing and technical Specifications RCC grade M20 with batching plant, transit mixer and concrete pump

Plain /Reinforced Cement Concrete in Open foundation complete as per drawing and technical Specifications RCC grade M25 with batching plant, transit mixer and concrete pump

Plain /Reinforced Cement Concrete in Sub structure complete as per drawing and technical Specifications RCC grade M25 with batching plant, transit mixer and concrete pump

Filling stone or spall on level ( in jharries)

First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level

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

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing 0-1.5 MTR

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing 1.5-3 MTR

Dressing side slopes and preparation of sub grade for lining

Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For side slopes

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Filling construction joints with special impervious hot pour 12.5 mm wide per m per cm depth

Extra bitumen painting at 0.69 kg per sqm (on sleeper)

Providing & laying 150 micron Polyethene Sheet over sleeper

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

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