Pocharam Cheruvu

Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm /parthenium and other weeds including burning or disposing off the same as directed etc., complete.

Excavation in all kinds of soil including boulders upto 0.30 m dia for Silt Removal from the Tank Bed and bringing it to the required profile including cost of all materials, machinery, labour, placing theexcavated stuff for disposal with initial lead of 10 m and lift upto 3 m

Earth work Excavation in all kinds of soil for foundaton of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matte, dresing of sides and botton and back filling with approved material etc., complete with initial lead upto 50m and all lifts.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)( FOUNDATION WORKS)

Providing and laying insitu vibrated M15 (28 days cube compressive strenth not less than 15 N/sqmm) grade cement concrete using 40mm down size approved clean, hard, graded aggregates for sub structure/super structure works including cost of all materials, machinary, labour, form work, cleaning, batching, mixing, placing in position, lavelling, vibrating, finishing , curing etc., complete with initial lead upto 50m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30, FA : 0.40 cum)

Cost and conveyance of 300 mm dia. NP- 2 class or IRC standard hume pipes socket and spygot type including cost of all materials, machinery, transportation, labour charges etc., complete with initial lead upto 50 m and all lifts.

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2proportion by volume including cost of all materials ( excluding pipes and collars ), labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead uptomachinery,50 m and all lifts.(Cement content: 9.90 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.091kg/joint)

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 90 percent or as stipulated using Sheep foot roller / Vibratory roller/ 2T tonne power roller etc., complete with initial lead upto 1 km and all lifts. (BACK FILLING For Structures)

Excavation in all kinds of soil including boulders upto 0.3 m diameter for Dam, spill way and intake structure and other appurtenent works and placing the excavated soil neatly in dump area or Disposing off the same as directed etc complete with initial lead upto 1 km and all lifts. ( All Soils )

Providing hearting embankment using select imperivious soils from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.( Hearting Embankment )

Providing Homogenious embankment using soil from from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. ( Casing Embankment )

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering, compacting to density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.

OT sluice EM Parts:Fabrication, supply, erection, testing and commissioning of sill beam,slide tracks, seal seats,guide plates etc with all accessories including cost of material, machinery, labour etc complte as per specification of drawings and approved drawings(Excluding wastage of steel @ 2.5%)

OT Sluice Gate: Fabrication, supply, erection, testing and commissioning of Skin plate,Horizontal and vertical angles , stiffeners, rubber seals ,clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc complete as per specification of drawings and approved drawings (Excluding wastage of [email protected]%)

OT Sluice Hoist & Hoist Bridge Gear Hoist Including Platform for Below 5 Tons Capacity(SmallGates): Fabrication, supply, erection, testing and commissioning of Embedded Parts consisting of Supporting Strucure and Platform etc with all accessories for sluice shutters including cost of all material, machinery,labour, cutting, bending, aligning, anchoring,welding, finishing etc complte as per specification of drawings (Excluding wastage of [email protected]%)

GATES:Surface cleaning of metal surface by chemica cleaners and then by hand and power tool cleaners and removing dust. After cleaning, applying primary coat with one coat of protective mastic to a thickness of 70+5 microns, followed by finishing two coats with solventless coal tar epoxy each coat with a DFT of 150+5 and the total DFT of all coats including primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts.

HOIST & HOIST BRIDGE : Painting of Sluices for Maintenance works: Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning, applying primary coat with two coat of Zinc Chromite Red oxide primer followed by finishing three coats with synthetic enamel paint with material labour and all accessories with all leads and lifts.