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| 1 | WBM-IIIProviding, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-C to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(3). Sl No. 4.7 (Including Labour cess and royality )(GST will be paid extra as per applicable) |
| 2 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with M-30 & 43 grade cement, 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, finishing to lines and grades as per drawingas per MORTH Sr. No. 6.2 & Specification No. 602 (including cost of Labour cess and royality )(GST will be paid extra as per applicable) |
| 3 | Construction of subgrade and Earthen shoulders Construction of sub-grade and earthen shoulders with approved material obtained fromwith a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 & 300-2 with a lead upto 1000 m as per Technical specification clause 301.5 MORD Sr.No. 3.4 and specification 301.5 (Including Labour Cess & GST will paid extra as applicable) (for Patri) |
| 4 | Excavation in foundation in ordanory soil (loam clay or sand) including lift upto 1.5m & lead upto 30m. including filling,watering and ramming of excavated earth foundationtrenches or into the plingth removal and disposal of surplus earth as Directed by the Engineer-In-Charge upto a distance of 30m from the foundation trenches. (Excluding Royalty ) Work Should be done As per SOR Sr.Item No. 251(Including Labour Cess & GST will paid extra as applicable) |
| 5 | Concrete with 40mm gauge brick ballast, fine sand of 1.25FM and cement in the proportion of 6:3:1 in fuondation and under floors including supply of all materials, labour and tools and plants etc. required for the proper completion of the work .as per S.I. No. 280 (Including Labour Cess & GST will paid extra as applicable) |
| 6 | M 20 class R.C.C. work with cement, approved coarse sand 2.0cm (3/4\") gauge approved stone grit in the proportion of 1:1½:3 in lintels of doors and windows etc, excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 BWG, GI bending wire and including necessary centering and shuttering etc. and also including supply of all material, labour and tools and plants etc. required for the proper completion of the work. Binding wire cost being including in the item. as per SI no. 283A (Including Labour Cess & GST will paid extra as applicable) |
| 7 | Mild steel or iorn work in plain work such as in reinforced concrete or reinforcedbrick work (when not included in over all rates) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured. as per S.I. NO. 504 (Including Labour Cess & GST will paid extra as applicable) |
