ICHS Dn Crusher Mtce Replacement of damaged corroded column No E8 from ground floor to crusher floor Bottom concrete at SCH I

Amount

I. Material Portion I. Supply of Materials: ISMB 500X180

ISMC 200x75

MS Plate 25mm TK

MS Plate 40mm TK

MS plate 12mm TK

ISMB 250x125

ISMB 450x150

MS Angel 100x100x10

Supplying fabricating and placing in position M.S/R.T.S for RCC works including cost of steel and binding wire, etc., complete.

Labour portion; Dismantling of RCC from Column E8

Dismantling of existing severely corroded/damaged Column No:E8 and Tie bracing from Ground floor to Crusher floor (Bottom concrete)at SCH-I which involves cutting, leading and removal of damaged portion including crane, winch hire charges, T&P charges consumables etc..,

Utilizing iron & steel structural materials lifting, loading, transporting, and unloading in the work spot including all hire charges.

Fabrication of column No:E8 and Tie bracing and supporting structures from Ground floor to Crusher floor (Bottom concrete)at SCH-I by marking, cutting & fabrication of column and supporting structures by utilizing iron & steel structural including crane, winch hire charges consumables and T&P hire charges.

Erection of column No:E8 and Tie bracing and supporting structures from Ground floor to Crusher floor (Bottom concrete)at SCH-I by leading, lifting, fixing, providing necessary scaffolding arrangement, including crane, winch hire charges consumables and T&P hire charges.

Dismantling of temporary new supporting structures after erection of new column No:E8 from ground floor to crusher floor (Bottom concrete)at SCH-I which involves cutting , leading and removal including crane winch hire charges, T&P charges, consumables etc..,

Providing scaffolding at SCH-I from Ground floor to Crusher floor Elevation including cost of consumable & T&P’s

R.C.C 1:1.5:3 using 12 to 20mm HBGS jelly for column concrete including cost of all material, labour, centering and shuttering, laying, vibrating with vibrators, finishing, curing, etc.

Cleaning the surface with shot blasting the structures of desk sheets supporting bean including cost of shots, hire charges for compressor, scaffolding arrangements including consumables and T&P hire charges.

Cost of paint for one coat of Zinc phosphate epoxy primer (60-70 microns DFT)in the structures of deck sheets, angle, channels, walk way platforms supporting beam including cost of epoxy paints.

Cost of paint for one coat of MIO epoxy (100-120 microns DFT)in the structures of deck sheets, angle, channels, walk way platforms supporting beam including cost of epoxy paints.

Cost of paint for one coat of aromatic polyurethane epoxy (30-35 microns DFT)with total DFT of 190 to 225 microns in the structures of deck sheets, angle, channels, walk way platforms supporting beam including cost of epoxy paints.

Painting with three coats of paint with a total dry film thickness (DFT) of 190 to 225 Microns ie. Painting with one coat of Zinc phosphate epoxy primer (60-70 microns), Painting with one coat of MIO epoxy (100-120 microns DFT)& one coat of aromatic poly urethane(30-35 microns DFT)

Gold Engineering Works (BID ID -1151500)