Product Description
Project Report On Paving Block
Interlocking Concrete Block Pavement (ICBP) has been extensively used in a number of countries for quite sometime as a specialized problem-solving technique for providing pavement in areas where conventional types of construction are less durable due to many operational and environmental constraints. ICBP technology has been introduced in India in construction, a decade ago, for specific requirement viz. footpaths, parking areas etc. but now being adopted extensively in different uses where the conventional construction of pavement using hot bituminous mix or cement concrete technology is not feasible or desirable. The paper dwells upon material, construction and laying of concrete block pavement as a new approach in construction of pavement using Interlocking Concrete Paver Blocks. Concrete paver blocks were first introduced in Holland in the fifties as replacement of paver bricks which had become scarce due to the post-war building construction boom. These blocks were rectangular in shape and had more or less the same size as the bricks. During the past five decades, the block shape has steadily evolved from non-interlocking to partially interlocking to fully interlocking to multiply interlocking shapes. Consequently, the pavements in which non-interlocking blocks are used are designated as Concrete Block Pavement (CBP) or non-interlocking CBP, and those in which partially, fully or multiply interlocking blocks are used are designated as 'Interlocking Concrete Block Pavement (ICBP). CBP/ICBP consists of a surface layer of small-element, solid un-reinforced pre-cast concrete paver blocks laid on a thin, compacted bedding material which is constructed over a properly profiled base course and is bounded by edge restraints/kerb stones. The block joints are filled using suitable fine material. A properly designed and constructed CBP/ICBP gives excellent performance when applied at locations where conventional systems have lower service life due to a number of geological, traffic, environmental and operational constraints [1-8]. Many number of such applications for light, medium, heavy and very heavy traffic conditions are currently in practice around the world.
Cost Estimation
Plant Capacity 100000 Nos./Day
Land & Building (Area 4000 sq.mt.) Rs. 1.39 Cr.
Plant & Machinery Rs. 1.68 Cr.
W.C. for 2 Months Rs. 3.24 Cr.
Total Capital Investment Rs. 6.43 Cr.
Rate of Return 69%
Break Even Point 34%
Note: ITI can modify the Capacity and Project Cost based on your requirement.
Contents of the Project Reports
- Introduction
- Uses and Applications
- Properties
- Market Position
- Present Manufacturers
- Detailed Process of Manufacture
- Formulations
- B.I.S. Specifications
- Process Flow Sheet Diagram, Plant Layout,
- Cost Economics with Profitability Analysis
- Capacity
- Land & Building Requirements with Rates
- List & Details of Plant and Machinery with their Costs
- Raw Materials Details/List and Costs
- Power & Water Requirements
- Labour/Staff Requirements
- Utilities and Overheads
- Total Capital Investment
- Turnover
- Cost of Production
- Break Even Point
- Profitability
- Land Man Ratio
- Suppliers of Plant & Machineries and Raw Materials
- Cash Flow Statement
- Repayment Schedule
- Interest Chart
- Depreciation Chart
- Projected Balance Sheet for 5 Years etc.