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Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As Per Annalysis
2
P/L concrete in 1:5:10 cement ,f.sand&40mm gauage Stone Aggregates etc all complete D.S.R.NO-4.1.10A @ 4911.85 X 0.755=3708.44
3
RCC work in 1:1.5:3 cement ,c.sand&20mm stone Grite etc all complete D.S.R. NO-5.2.2A @ 10682.15*0.755=8065.00Excluding Centering & Shuttering
4
RCC work in 1:1.5:3 cement ,c.sand&20mm stone Grite etc all complete D.S.R. NO-5.2.2A @ 10682.15*0.755=8065.00Excluding Centering & Shuttering
5
Centering & Shuttering including Strutting, Propping etc & Removal of for foundation, futting , coloumn etc As Per D.S.R. No-5.9.1 @392.15*0.755=296/Sqm
6
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.1 Mild Steel And Medium Tensile steel bars. As Per Annalysis 107.10x0.735= 78.71 Say=78.00/Kg Or 7800/Qtl
7
Re-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. D.S.R. No-2.25 @196x0.735=144 SAY-140/-
8
S/F innaugration stone/sign board etc. all complete. Please Enable Macros to View BoQ information
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