RE-ROUTING OF GI PIPELINE FROM MIG AND HAWK INFRASTURUCTRE SITE AT INS DEGA VISAKHAPATNAM UNDER GE(U-II) VISAKHAPATNAM

Taking Down Old existed pipe of 80 mm dia, complete all as specified and directed.

Supply & laying GI tubing of 80mm dia , medium grade, to walls or laid in trenches / floors including bends / reducers and all necessary GI fittings et, completec all as specified and directed.

M & L for Plain cement concrete Type C1 [Nominal Mix] 1:3:6 using 20mm graded stone aggregate Base foundation of Pipe Line, Route indicator, Bed Blocks or Copings or Bed Plates etc including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, including preparing newly plastered wall surfaces and applying three coats of white washing and Demolition of Cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to a distance not exceeding 1.50 KM, complete all as specified and as directed.

Excavation in trenches in soft/loose soil n exc. 1.5M wide & n exc 1.5M deep for laying of GI pipe line & getting out including forming bottom surface, complete all as specified and directed.

Returning, filling in, trenches including spreading, levelling, watering and well ramming in layer next. 250 mm in any type of soil after the pipe laid & tested complete all as specified and directed.

Removing excavated surplus soil to a distance next. 50mtr and depositing where directed at a level next. 1.5 m above the starting point, complete all as specified and directed

SCHEDULE OF CREDIT Note :- Amount of Rs. 1,70,000.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ.