Construction of a 150 KLPD grain-based distillery (ethanol) plant with an integrated 4 MW power plant, including the development of essential infrastructure for civil construction. This encompasses the office building, power plant, internal roads, landscaping, electrical installations, and other civil works in Odisha. Approximately 60% of the work has been completed.
Name of the client
01
Juststrive Industries Pvt. Ltd.
Contract Value
02
Rs. 25,00,15,975/-
Work Completed till date
03
Rs.14,35,00,000/-
Work Execution Details
1. EXCAVATION
- Excavation will be carried out using manual or mechanical means for foundations, plinth beams, and other structural members’ foundation works.
- Excavation will be carried out to the required depth as per the drawing and requirements.
- This item of excavation pertains to the work carried out in soft soils, such as black cotton soils, clay, sand, and silty gravel, including shoring and strutting.
2. BACKFILLING WITH EXCAVATED EARTH
- Filling and consolidating with the available excavated earth within the site premises.
- Compaction/consolidation will be carried out in layers of 30 cm.
- Compaction to be carried out using manual ramming or by mechanical plate compactors or vibratory rollers.
- Compaction to be done at optimum moisture content of soil.
3. PLAIN CEMENT CONCRETE (PCC)
- Plain Cement Concrete (PCC) of 1:4:8 (1 Cement: 4 Sand: 8 Coarse Aggregate) mix proportion will be used for the foundation of footings, plinth beams, plinth protection works, rafts, floor slabs, etc.
- The sizes of coarse aggregates used for PCC are 40mm down mixed aggregates (comprising of 40mm, 20mm, and 12-10mm aggregate mix).
- The PCC shall be laid on the prepared/compacted soil surface to the required line and level, and the thickness of PCC will be as per the drawings and specifications.
- Curing shall be carried out after laying PCC.
4. REINFORCED CEMENT CONCRETE (RCC): M-20 Grade
- The Reinforced Cement Concrete of M-20 grade is used for the construction of footings, pedestals, columns, etc.
- The cement content proposed for use in the M-20 grade concrete is 300 to 320 kg per cubic meter of concrete, and the water-cement ratio will be maintained as 0.45 to 0.5.
5. REINFORCEMENT
- Reinforcement of Fe-500 grade of approved make will be used for construction.
- As per the drawings, the rebars of specific diameter will be cut into the required shape and size and placed in position.
- Wherever required, lap length of minimum 40 times the diameter will be maintained.
- Rebars will be bound using standard annealed binding wire of minimum 20 gauge.
- As required in the footings, the necessary chairs/spacers will be provided.
- Cover blocks will be provided to all the structural members prior to concreting, to maintain a suitable cover for the reinforcement.
6. BRICK MASONRY
- Red brick of good quality and standard sizes will be used for construction.
- The binding cement mortar used for brick masonry will be of 1:6 (1 Cement: 6 Coarse Sand) mix proportion ratio.
- The thickness of brick wall construction will be 230mm or as per the drawing specifications.
- Water curing shall be carried out for a minimum of 7 days for the fresh brick masonry.
7. WALL PLASTERING
- Plastering for the external faces of the walls will be carried out using cement mortar of 1:4 (1 Cement: 6 Sand) mix proportion.
- The thickness of external wall plastering will be 20mm and will be carried out in two coatings.
- The first coating of plastering will be 12mm, and the final finishing coating will be 8mm.
- Water curing shall be carried out for a minimum of 7 days.