Construction Work of R.C.C. Nala frome Vicky Fectory to Harijan basti in Ward No.59.File No.232/26X3/6.

2.15.1 Inorunder water and/or liquid mud, including pumping out water as required.(All water that may accumulate in excavations during the progress of the work from see page, (not due to theneg ligence of the contractor), shall be bailed, pumped out or other wisere moved. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and/or pumping out water from excavations and construct diversion channels, bunds,sumps, etc)(20% extra of the rate of each item. The extra percentage in rate is applicable, to quantities of ,work excuted,in difficult condition.)

15.2 Demolishing cement concrete manually/by mechanical means including disposal of material with in 50 meters lead as per direction of Engineer-in-charge. 15.2.1 1:3:6 or richer mix Cum 534.00

2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead up to50m. Disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil Cum 151.00

1.0 Transportation by Mechanical means including loading, unloading and stacking

4.1 Providingand laying inpositioncement concreteof specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (Nominal Mix) with 20mm maximum size of stone aggregate

19.1 Centeringandshuttering includingstrutting, propping stretchingetc. complete for and removal of formworkbysheet plateor plywood shuttering for : 19.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc

5.11 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding up to floor level including cost of binding wire, wastage and over laps up to12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, up to 4.5 mvertical length of reinforcement in wall columns (over lapssh all be provided as per requirement of IS:13920; IS456&SP: 34) etc. complete. 5.11.4 Thermo-Mechanically Treated bars. (Fe 500 D or more) kilogram 58.00

5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate. Cum 5435.00

6.2 Brick work withwell burnt chimney bricks in bulls patent trench kiln ,crushing strength not less than25kg/sqcm and water absorption not more than 20% in foundation and plinth 6.2.2 Cement mortar 1:6 (1 cement : 6 coarse sand Cum 4229.00

13.2 15 mm cement plaster on rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement: 4 sand) Sqm 174.00