(Nigam Nidhi) Construction of Puliya and Nala Patav at Adarshmil Santkripal Ashram se Mohite Garden Tak Ward No.03 Zone No.07.File No.311/26X3/6.

Dismantling of Existing Structure Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section-200 of the specifications. 2.3.1 Concrete Prestressed / Reinforced cement concrete grade M-20 & above

EXCAVATION BY MANUAL MEANS: Excavation for roadway in soil including loading and unloading in/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 Meters as per Section-300 of the specifications.

Transportation By Mechanical means including loading, unloading and stacking 5 km or Part thereof

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

Providing and Laying Reinforced cement concrete Hume pipe NP4 for culverts including fixing collar with cement mortar 1:2 excluding excavation bedding, protection works, backfilling, concrete and masonry work in head walls and parapets as per Section 2900 of the specifications. 1000 mm dia., in single row,

Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 40 kg/sq cm and water absorption not more than 15% in foundation and plinth. Cement mortar 1:6 (1 cement : 6 coarse sand)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and overlaps upto 12 mm horizontal/inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5 m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS: 13920; IS 456 &SP: 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more)

ProvidingandfixingM.S.Tubularframesfordoors, windows,ventilatorsandcupboardwithanysectionmadeof 1.60mmor1.25mmthickM.S.Sheet,jointsmitredandwelded andgrindedfinishwithprofilesrequiredsizewith15x3mmlugs 10cmlongembeddedincementconcreteM-10(NominalMixwith 20mmmaximumsizeofstoneaggregate)blocks15x10x10cmorwith woodenplugsandscrewsorrawlplugsandscrewsorwithfixingclips orwithboltsandnutsasrequiredincludingfixingofnecessarybutt hingesandscrewsandapplyingaprimingcoatofapprovedsteel primers. Steelworkweldedinbuiltupsections/framedworkincludingcutting, hoisting,fixinginpositionandapplyingaprimingcoatofapproved steel primer using structural steel etc. as required.

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm)