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| 1 | Earth work excavation in ordinary soil for foundation including lead upto 30.00m and lift upto 1.50 m all complete (SI.No. 251) |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 3 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing 1200 II and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 |
| 4 | 12mm thick plaster in 1:4 with 1 cement : 4 fine sand motor including curing all complete. |
| 5 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over aprepared sub base with approve 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 approved, curing compound. |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). D.S.R.-2023 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars. DSR-2023 |
| 10 | Construction fo Padustrial board oapproved quality and as per direction of E/I including all complete (AR) Please Enable Macros to View BoQ information |
