General Fund 2023-2024-1.66

Amount

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

A). Pipe Line Trench

Supply and delivery of following PVC pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I

a). 90mm OD PVC Pipe of 6Ksc

b). 90mm OD PVC FTA

c). 80mm Dia. CI Sluice Valve

d). 80mm Dia. CI Flange Set

e). 80mm x 300mm Dia. GI Piep Nipple

f). 80mm Dia. GI Pipe 'B' class

g). 80mm Dia. GI Bend

h). 80mm Dia. GI Coupling

i). 80mm Dia. GI Elbow

j). 80mm Dia. GI Flange set

k). PVC Adhesive (Solution)

l). Openwell Submersible Pumpset asper IS 14220 / 2002, 3-Phase, 5-Hp, 75Lpm, 100m Head, Without Panel Board.

m). 3-Phase Panel Board D.O.L with Two Level Guard and Auto Start for 5Hp.

n). PVC Insulated and Sheathed 3-Core Flat Type Copper Cable conforming to IS 694/1990 and as Amended Thereafter.

o). TW plank of size 600mm x 450mm x 19mm with supporting reepers of 1" thick on both side with painting and with bolt, nut and washer

p). 63A fuse Unit (500V)

Lowering PVC / GI Pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and tasting to the required pressure including conveyance of water for filling during testing etc. complete as per standard specification.

a). 90mm OD PVC Pipe of 6Ksc

Refilling the excavated earth into pipe line trench in layer by layer, each layer not exceeding 15cm thick, including laboure charges for filling, watering, ramming etc., complete as per standard specification

L BOOPATHY CONTRACTOR