Estimate for Construction of Head cum Cross Regulator at RD 11120/L of Rajpura Disty for Water Supply Scheme at Village Nanowal (Without mechanical works)

Amount

Earth work 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. In ordinary soil (mechnical means depth 3m to 6m)

Compaction of earth

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 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 stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:3:6 (M-10)with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications (height upto 5m)

Reinforced cement concrete M-25 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications (height upto 5m)

Filling stone/spall/Bajri( in jharries) on 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

Dressing on bed 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,bed

Filling expansion joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply ,carriage, of material complete in all respect.

Extra bitumen painting at 0.69 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

Providing &fixing ISA 65x65x6 as per design and drawing complete in all respect

Providing &fixing MS flat 40x6 as per design and drawing complete in all respect

Providing &fixing U-Anchor bolts as per design and drawing complete in all respect

JAGPAL SINGH CONTRACTOR