Construction of approach road of Solid Waste Management Plant (MRF Centre) located at Ward No-9, Hakama near Hindustan Petrol Pump in respect of Bilasipara Municipal Board

11.1. Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil upto 3 m depth

4.18. Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

11.7. Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary producer (TATA/SAIL/Essar Steel/Jindal Steel/Shyam Steel/RINL) in substructure complete as per drawings and technical specification Clauses 1000 & 1202

12.5. Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 B. With Natural Gravel III. RCC Grade M20 i) For Height upto 5m

13.1. Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With Crushed Stone I. RCC Grade M20 B. With Natural Gravel I. RCC Grade M20 i. For Nominal Mix : 1:2:4 a). Height up to 5 M

12.9. Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

3.14 (i). Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. Private Land

4.1/(A). Construction of granular 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. (i) For Grading II materials

4.7 (2)(A) : WBM Grading 2: Using stone screening Type-B 11.2 mm For Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stage to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification clause 405. (A) By Manual Means