(Parshad Nidhi) Construction of Muktidham at Badi Madeya Choti Madeya Ward No.59. Zone No.13.File No.46/26X3/3. 4th Call

15.17 Dismantling steel workmanually/ bymechanical means in built upsectionswithout dismembering andstackingwithin50meters lead as per direction of Engineer-in-charge. Kg 1.00

15.6 Demolishing brick workmanually/bymechanical means including stacking of serviceablematerial and disposal of unserviceable material within 50meters lead as per direction of Engineer-in charge. 15.6.1 In lime mortar Cum 218.00 15.6.2 In cement mortar Cum 437.00

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

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

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 over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Mild steel and Medium Tensile steel bars.

19.1 Centeringandshuttering includingstrutting, proppingstretchingetc. complete for and removal of formworkbysheet plateor plywood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete. Sqm 160.00

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

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

4.13 Providing and laying damp-proof course 40mm thick with cement concreteM-15(NominalMix)with10/12mmmaximumsize of stone aggregate. Sqm 240.00

6.1 Brick work withwell burnt chimney bricks in bulls patent trench kiln manufacturedbygholprocess,crushingstrengthnot lessthan40kg/sqcm and water absorption not more than 15% in foundation and plinth. 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 5030.00 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand Cum 4824.00