PROVN OF FOOTPATH FROM GE (P) PANAGARH MAIN GATE TOWARDS POWER HOUSE NO 02 UNDER GE PANAGARH AND LIGHTING ARRANGEMENT INCL COVE LIGHTING NEAR EASTERN MALL AT PMS

Exacvating over areas n. exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed.

Removing excavated material (Soft/loose soil) n. exc 50m and depositing where directed complete all as specified and as directed.

M&L for 300 mm thick (compacted) in three layers of each 100mm thick in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge.

M&L for Hardcore using Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, all as specified and as directed.

M&L for Plain cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) as in foundationfilling and mass concrete, all as specified and as directed.

M&L Sand filling under floors or in foundations including watering and consolidaion, all as specified and as directed.

M&L for Machine pressed precast concrete interlocking paver block, pre-polished any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade, with grey cement and pigment, all as specified and as directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including marking joints with or without grooves (thickness of joints except at sharp curve shall not more that 5mm), including making drainage opening wherever required complete as specified and as directed.

M&L for preparation of concrete kerb stone or plaster surface of any description not otherwise described over 10cm width or girth and applying two coats of water based floor coat paint emulsion over one coat of self priming coat emulsion by diluting with 30% to 40% water complete all as specified and directed by Engr-in-Charge.

Supply and laying of under ground drainage pipe bearing 160 mm dia of pressure rating SN 4KN/Sqm laid in trenches and joined with cement solvent including jointing with couplar bend tee as per site requirement complete all as specified and directed by Engr-in-Charge.