Estimate for construction of Head Regulator of Jangpura Minor at R.D. 33910 /R of Bunar Canal.

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 material, dressing of sides and bottom and back filling with approved materialup-to 3 M depth

Excavation in Soil (any type) using Hydraulic Excavator 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, including all lifts and combined lead upto 60m.

Laying plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size using batching plant and transit mixture placed in foundation and compacted by vibration including curing for 14 days. including supply carriage loading and unloading of material complete in all respect as per PWD specifications

Laying plane CC M-7.50 with stone ballast of size 40mm including supply carriage, loading and unloading of material as per PWD specifications.

Laying plane Cement concrete in substructure complete as per drg and tech. spec. PCC Gr. M-15

Laying plain reinforced cement concrete M-20 using batching plant and transit mixture in sub structure including supply carriage loading and unloading of material complete as per drawing and specifications

Laying plain reinforced cement concrete RCC grade M-25 in sub structure using batching plant and transit mixture as per drawing and technical specifications including supply carriage loading and unloading of material complete as per design/drawing and PWD specifications

Cold twisted deformed (Ribbed/tor steel bar) bars Fe-500 grade as per IS-1786-2008 for RCC works including supply carriage loading and unloading and bending, binding and placing in position complete in all respects.

Cementt concerete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15 mixed in autimatic compurized batching and mixing plant and transported to the site in transit mixture with an average lead of 1 km (for side slopes only])

Cementt concerete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15 mixed in autimatic compurized batching and mixing plant and transported to the site in transit mixture with an average lead of 1 km (for bed and coping)

Dressing side slopes and preparation of sub grade for lining

Dressing of bed and coping preparation of sub grade for lining

Dressing of earth work new

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing 0-1.50 mtr depth

Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing 1.50 to 3.0 mtr depth

Making temporary sirkisarkanda, godown 3m x 3m size with walls 2.50 mtrs height 1.50 brick thick burnt brick but including the construction of other materials

Filling contraction joint with sealing compound complete in all respect.

Appling bitumen coat on sides of concrete lining and top of sleepers for contraction & expansion joints complete all respect.

Providing & laying 250mm wide LDPE film 150 micron on sleepers .

Dressing of dowels in addition to payment for dressed Earth Work .

Putting1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slops before laying concrete on bed and side slopes

Filling stone/spall/ Bajri (In Jharies)

Any other Item

Anmol Construction Company