Improvement/Strg. of Irrigation Channel of Lift Irrigation Scheme Bardoh

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Silt clearance from canals/ syphons incl. intial lead and lift 100% wet

Silt clearance from canals incl. of intial lead and lift 50% wet and 50%

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Extra over item no. 02 for additional 8 lifts

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms

Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Under 20 cm wide

Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters

Dry stone pitching (any thickness) excluding cost of stones. On Horizontal

Dry stone pitching (any thickness) excluding cost of stones. On Slopes

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

Supply of Nallaha Stone

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand

Unloading sand/earth filled bags from boats Placing in Water

Supply of Empty Cement Bagas

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Supply of Sand

Supply of knitted BA wire crates of Size 6mX1.2mX1.2m , mesh size 6"x6", thickness of wire 4mm including carriage upto to site of work complete Job

Hand-packing stones in wire-crates; excluding cost of crates and stones

Carriage of earth 100M by H/L

Carriage of Stone Av. 05 Km by MT ncl. loading unloading and stacking complete.

Carriage of Stone Agg. Av. 25 Km by MT Incl. loading unloading and stacking complete.

Carriage of Sand Av. 25 Km by MT L Incl. loading unloading and stacking complete.

Carriage of Stone Av. 100M by H/L Incl. loading unloading and stacking complete.

Carriage of Stone Agg. Av. 100M by H/L Incl. loading unloading and stacking complete.

Carriage of Sand Av. 100M by H/L Incl. loading unloading and stacking complete.

Disposal of earth Av. 100M by H/L

Disposal of sand Av. 100M by H/L

Girdhari Lal Sharma (BID ID -2235204)

Dipika Sharma (BID ID -2250135)