(MOULIK NIDHI) Construction of C.C. Floor And Drain At Rafeek Khan Chauwk And Near By Street. Ward No.51, file No. 70/26X3/6

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.Plain Cement Concrete Grade M-15 and M-20 (60% of total area)

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 upto 50m. Disposed earth to be levelled and neatly dressed.2.6.1All kinds of soil (for drain)

1.0 Transportation By Mechanical means including loading, unloading and stacking 3 km

Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :CementconcretegradeM-10(NominalMix)with40mmmaximumsize of stone aggregate. drain base

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.(for drain)

Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :CementconcretegradeM-20(NominalMix)with20mmmaximumsize of stone aggregate. drain base

Providing and laying non-pressure NP3 class (Medium duty) R.C.C. pipes collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand).3.20(a) Size 300 mm dia meter

13.1 Brick masonry work in 1:3 (1cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.

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