Parshad Nidhi Maintenance of Different Places At Nala Work . Ward 57, Zone no 13. File No. 257/26X3/6.

Demolishing cement concrete manually/by mechanical means including disposal of material with in50 meters lead as per direction of Engineer-in-charge. 1:3:6 or richer mix

2.15.1 In or under 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 then egligence of the contractor), shall be bailed, pumpedoutor other wisere moved. The contractor shall take adequatemeasures 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.)

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 upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil

Transportation By Mechanical means including loading, unloading and stacking where ever necessary Excavated Earth Cost per Trip per unit 3km or Part there of

Providing and laying Cement Concrete gradeM-10 Nominal mix1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/ plate/ screed vibrators including form work by strong steel girders fixed by spikes.

19.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete.

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 gradeM 20(NominalMix) with 20 mm maximum size of stone aggregate.

4.5Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and settingin position with cement mortar 1:3 (1 Cement:3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete. 4.5.1 Cement concrete grade M 15 (Nominal Mix) with 20 mm maximum size of stone aggregate

5.11 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding up to floor level includingcost of binding wire,wastage and over laps up to 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5 mvertical length of reinforcement in wall columns (over laps shall 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)

7.1 Random rubble masonry with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)