Final Year Project

College Parking Project

Government Polytechnic, Chhapar

Comprehensive Design and Cost Estimation of Covered Parking Facility

₹75,795

Total Cost

900 sq ft

Coverage Area

MS Steel

Structure Type

2-4 Wheeler

Vehicle Type

Project Overview

A comprehensive solution for modern parking infrastructure

Project Description

This comprehensive project encompasses the complete design and cost estimation of a modern covered parking facility at Government Polytechnic, Chhapar. The innovative parking shed is strategically designed to accommodate both two-wheelers and light four-wheelers, featuring a robust steel structure with advanced GI roofing system for optimal weather protection and durability.

Weather-resistant galvanized steel construction
Optimized space utilization for maximum capacity
Cost-effective solution with minimal maintenance
Dimensions

50 ft × 18 ft

(Length × Width)
Cost

₹75,795

All Inclusive
Capacity

Multi-Vehicle

2 & 4 Wheeler
Structure

MS Trusses

GI Roofing

Project Objectives

Strategic goals driving the parking facility design

Weather Protection
Primary Safety Feature

Provide comprehensive protection from rain, sun, hail, and other adverse weather conditions for all parked vehicles, ensuring year-round usability.

100% rain protection UV ray shielding Hail damage prevention
Space Optimization
Maximum Efficiency

Maximize parking capacity while ensuring easy vehicle movement, accessibility compliance, and efficient traffic flow management.

Optimized layout design Easy maneuvering space Accessible pathways
Cost Effectiveness
Budget Optimization

Design an economical solution that balances functionality with budget constraints while maintaining high quality standards.

Competitive pricing Long-term value ROI optimization
Structural Integrity
Safety Compliance

Ensure the structure meets all safety standards, IS codes compliance, and can withstand local environmental conditions effectively.

IS code compliance Seismic resistance Wind load capacity

Site Selection & Analysis

Comprehensive evaluation of location factors and constraints

Selected Site Advantages

Why this location was chosen
Existing Paved Area

Pre-existing paved surface (48 ft × 16 ft) reduces foundation costs and construction time significantly.

Strategic Accessibility

Direct access from main road with smooth traffic flow and minimal congestion points.

Excellent Drainage

Natural slope and existing drainage infrastructure prevent water logging during monsoons.

Proximity to Buildings

Close to academic blocks and hostels, ensuring convenience for students and staff.

Level Ground

Minimal excavation required with stable soil conditions for foundation work.

Rejected Site Issues

Alternative locations constraints
Poor Drainage System

Alternative locations had inadequate drainage leading to water accumulation and flooding risks.

Uneven Terrain

Significant leveling work required, increasing construction costs by 40-50%.

Remote Location

Distant from main entrance causing inconvenience and reduced utilization rates.

Future Development

Conflicts with planned expansion projects and infrastructure development phases.

High Foundation Costs

Poor soil conditions requiring deep foundations and additional reinforcement work.

Site Selection Metrics
95%
Accessibility Score
88%
Drainage Efficiency
92%
Cost Efficiency
85%
Construction Speed

Design Layout & Structural Details

Comprehensive structural specifications and design parameters

Structural Specifications

Detailed material and dimension breakdown
Component Material Dimensions Specifications
Main Trusses MS Steel 50 ft span ISLB 150 sections
Purlins MS Angles 18 ft length 75×75×6 mm
Columns MS Tubes 12 ft height 100×100×6 mm
Roofing GI Sheets 0.5 mm thick Corrugated profile
Foundation RCC 2×2×1.5 ft M20 grade concrete
Compliance Standards
IS 800:2007 (Steel Design) IS 456:2000 (RCC Design)
IS 875:1987 (Load Standards) NBC 2016 (Building Codes)
Key Design Features
Engineering highlights
Sloped Roof Design

12 ft back height, 11 ft front height

Optimal Drainage
Perpendicular Parking

Maximum space utilization

Space Efficient
Wind Resistance

Designed for 150 km/h wind speed

High Strength
Weather Protection

Complete GI roofing coverage

All-Weather
Load Calculations
Dead Load: 25 kg/m²
Live Load: 75 kg/m²
Wind Load: 150 kg/m²

Total Load: 250 kg/m²

Detailed Cost Estimation

Comprehensive breakdown of project expenses and financial planning

₹69,800

Base Cost

92% of Total

₹3,490

Contingency

5% Buffer

₹2,094

Profit

3% Margin

₹75,795

Total Cost

Final Amount

Bill of Quantities (BOQ)

Itemized cost breakdown with quantities and rates
S.No. Description Quantity Unit Rate (₹) Amount (₹)
1
Excavation for foundations
12 150 1,800
2
RCC foundation (M20)
6 4,500 27,000
3
MS Steel structure (trusses, columns)
2.5 MT 65,000 16,250
4
GI roofing sheets with accessories
950 sq ft 25 23,750
5
Welding and fabrication
1 LS 8,000 8,000
6
Painting and finishing
1 LS 5,000 5,000
7
Labor charges
1 LS 12,000 12,000
Sub Total ₹69,800
Contingency (5%) ₹3,490
Contractor's profit (3%) ₹2,094
TOTAL PROJECT COST ₹75,795
Cost Distribution Analysis
Foundation Work
38.6%
Roofing Materials
31.3%
Steel Structure
21.4%
Labor & Services
17.2%
Contingency
4.6%
Profit Margin
2.8%

Benefits of Proposed Design

Weather Protection

Complete protection from rain, sun, and adverse weather conditions for all parked vehicles.

Cost Effective

Economical solution with minimal maintenance requirements and long-term durability.

Quick Construction

Fast assembly due to prefabricated steel structure and simple foundation requirements.

Sustainable

Use of recyclable materials and minimal environmental impact during construction.

Space Optimization

Maximum utilization of available space with organized parking layout.

Low Maintenance

Galvanized steel structure requires minimal maintenance and has excellent corrosion resistance.

References & Standards

IS Codes Followed
  • IS 456:2000 - Plain and Reinforced Concrete
  • IS 800:2007 - General Construction in Steel
  • IS 875:1987 - Code of Practice for Design Loads
  • IS 1893:2016 - Criteria for Earthquake Resistant Design
Other References
  • National Building Code of India 2016
  • CPWD Analysis of Rates 2023
  • Local PWD Schedule of Rates
  • Manufacturer's Technical Specifications

Project Documentation

Download the complete project report with detailed drawings and calculations