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| 1 | Dismantling of B/w In cement Mortar Etc all complete. A s Per Annalysis |
| 2 | 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 |
| 3 | 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 |
| 4 | M-150 class brick work 1:4 cement ,c. sand mortar etc all complete |
| 5 | 12mm thick cement plaster 1:4 cement ,c. sand mortar etc all complete As Per Annalysis |
| 6 | Construction of grannlar sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. As Per Annalysis |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as (602) As Per Annalysis |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | PCC work in 1:2:4 cement ,c.sand& stone Grite etc all complete As Per Annalysis |
| 12 | S/F innaugration stone/sign board etc. all complete. |
| 13 | Deduct Cost Of Brick Bats Please Enable Macros to View BoQ information |
