VAHID AHMED

STRUCTURE

From Excavation to FRL, all work of.

• 2* 6m span slab culvert(MINOR BRIDGE).
• 1 *6m span slab culvert
• 1*4.5m span slab culvert
• 1*3m span slab culvert.
• Hume Pipe Culvert(single row, double row, 5 row)
• FIELD CROSSING(ROAD CROSSING)
• Drain(600mm*600mm), (900mm*900mm),(1.0m*1.0m)
• CROSS DRAIN(CD)
• Retaining wall.
• Toe wall.
• Drain cum retaining wall.
• Cutoff wall.
• Performed execution activities following proper estimation procedures, design specifications, and drawing guidelines as outlined by IS Code 456:2000 and MORTH regulations. Ensured the exactness of leveling measurements and carried out rigorous steel inspections according to the technical criteria stated in IS 800.
• Proficient in performing site preparation tasks such as excavation, drainage layout, and executing detailed project drawings.
• Ensured thorough checking of formwork (shuttering, centering & staging) to meet quality requirements.
• Implemented innovative methods for bar bending, resulting in enhanced precision and reduced material wastage
• Executed concrete work complying with IS 456:2000 specification
• Optimized material tracking and inventory management through accurate quantity calculations.
• Ensured on-site execution by monitoring slump and cube measurements.

Highway

Rigid pavement.

• PQC with tie bar, dowel bar.
• DLC
• Embankment
• Subgrade,
• Granular Sub Base in 1 layer(grade-V)
• Executed cleaning and grubbing work as per estimation specifications.
• Performed embankment and subgrade underestimation, ensuring proper level and conducting CBR field compaction test.
• Executed water rolling and maintained camber, slope, and gradient to meet specified requirements.
• Ensured accurate and reliable execution of Granular Sub Base Laying and Compaction by conducting thorough field tests, as per MORTH.
• Successfully executed all aspects of DLC(DRY LEAN CONCRETE) including laying, compaction, curing and testing as per specified requirements and estimation by IRC SP 049.
• Implemented specified details and requirements for PQC (pavement Quality concrete) execution, such as dowel bar, tie bar, joints, and separation membrane, as per given specifications in estimation, IS:9103, and IS:6925 standards.

Flexible pavement.

• Embankment
• Subgrade
• Granular Sub Base in 2 layer(Gr-3,Gr-5,Gr-4)
• W.M.M.
• Executed cleaning and grubbing work as per estimation specifications.
• Performed embankment and subgrade underestimation, ensuring proper level and conducting CBR field compaction test.
• Executed water rolling and maintained camber, slope, and gradient to meet specified requirements.
• Implemented thorough field tests to guarantee the precise implementation of Granular Sub Base Laying layer by layer and Compaction, adhering to MORTH protocols.
• Executed WMM (WET MIX MACADAM) Laying and Compaction according to specified details at estimation & IS:2720 PART 8 CODE.

ASPHALT

• DENSE BITUMINOUS MACADAM(GR-2)
• BITUMINOUS CONCRETE(GR-2)
• BITUMINOUS MACADAM
• MIXED FOR SEAL SURFACE
• PRIME COAT, TACK COAT, SEAL COAT
• Verified site conditions for asphalt laying including weather, temperature, rain, humidity, and asphalt temperature at site or plant.
• Executed mix of asphalt, size of aggregate and bituminous grade as per estimation or design specification conforming to IS Code and MORTH guidelines.
• Performed field tests on gradation, binder extraction, softening point, and laying temperature to ensure quality control.
• Maintained proper compaction during laying process, achieving high-quality results.

Laboratory test and report preparation for departmental.

• C.B.R, MDD and OMC
• FIELD DRY DENSITY TEST(CORE CUTTER METHOD & SAND REPLACEMENT METHOD)
• Compressive strength of concrete.
• SLUM TEST OF CONCRETE
• Gradation check for WMM, GSB, DBM, BC, coarse aggregate, soil.
• Aggregate Impact Value
• Bitumen extraction.
• Flakiness and elongation.
• ATTERBERG LIMIT(LL&PL)
• Survey work with all calculations from OGL to FRL by Auto level machine.
• Testing and report preparation before execution of material, and detailed testing of material as per given specification.
• Performed field tests in accordance with departmental or client-specified frequencies, ensuring adherence to specifications and detailed estimations.

Project Management, Billing, Cost Estimation,

REPORT OF PROJECT.

• Developed project plans, budgets and schedules for civil engineering projects.
• Reviewed and approved designs, drawings and specifications prepared by other engineers.
• Conducted field investigations to assess existing conditions of infrastructure projects.
• Supervised the construction phase of civil engineering projects from start to finish.
• Created technical reports summarizing research findings and design recommendations.
• Managed daily operations related to civil engineering activities including personnel management, budgeting and scheduling.
• Provided technical advice in the areas of structural analysis, geotechnical engineering, hydrology and hydraulics, transportation planning and traffic engineering.
• Coordinated with local government agencies on permitting requirements for civil engineering projects.
• Prepared detailed cost estimates for proposed civil engineering projects based on labor costs, material costs and equipment needs.
• Estimated quantities and cost of materials, equipment or labor to determine project feasibility.
• Surveyed sites, collected measurements, and assessed project conditions.
• Computed loads and material stresses to determine optimal design specifications for foundations and bridge.

STRUCTURE

From Excavation to FRL, all work of.

• 2* 6m span slab culvert(MINOR BRIDGE).
• 1 *6m span slab culvert
• 1*4.5m span slab culvert
• 1*3m span slab culvert.
• Hume Pipe Culvert(single row, double row, 5 row)
• FIELD CROSSING(ROAD CROSSING)
• Drain(600mm*600mm), (900mm*900mm),(1.0m*1.0m)
• CROSS DRAIN(CD)
• Retaining wall.
• Toe wall.
• Drain cum retaining wall.
• Cutoff wall.
• Performed execution activities following proper estimation procedures, design specifications, and drawing guidelines as outlined by IS Code 456:2000 and MORTH regulations. Ensured the exactness of leveling measurements and carried out rigorous steel inspections according to the technical criteria stated in IS 800.
• Proficient in performing site preparation tasks such as excavation, drainage layout, and executing detailed project drawings.
• Ensured thorough checking of formwork (shuttering, centering & staging) to meet quality requirements.
• Implemented innovative methods for bar bending, resulting in enhanced precision and reduced material wastage
• Executed concrete work complying with IS 456:2000 specification
• Optimized material tracking and inventory management through accurate quantity calculations.
• Ensured on-site execution by monitoring slump and cube measurements.

Highway

Rigid pavement.

• PQC with tie bar, dowel bar.
• DLC
• Embankment
• Subgrade,
• Granular Sub Base in 1 layer(grade-V)
• Executed cleaning and grubbing work as per estimation specifications.
• Performed embankment and subgrade underestimation, ensuring proper level and conducting CBR field compaction test.
• Executed water rolling and maintained camber, slope, and gradient to meet specified requirements.
• Ensured accurate and reliable execution of Granular Sub Base Laying and Compaction by conducting thorough field tests, as per MORTH.
• Successfully executed all aspects of DLC(DRY LEAN CONCRETE) including laying, compaction, curing and testing as per specified requirements and estimation by IRC SP 049.
• Implemented specified details and requirements for PQC (pavement Quality concrete) execution, such as dowel bar, tie bar, joints, and separation membrane, as per given specifications in estimation, IS:9103, and IS:6925 standards.

Flexible pavement.

• Embankment
• Subgrade
• Granular Sub Base in 2 layer(Gr-3,Gr-5,Gr-4)
• W.M.M.
• Executed cleaning and grubbing work as per estimation specifications.
• Performed embankment and subgrade underestimation, ensuring proper level and conducting CBR field compaction test.
• Executed water rolling and maintained camber, slope, and gradient to meet specified requirements.
• Implemented thorough field tests to guarantee the precise implementation of Granular Sub Base Laying layer by layer and Compaction, adhering to MORTH protocols.
• Executed WMM (WET MIX MACADAM) Laying and Compaction according to specified details at estimation & IS:2720 PART 8 CODE.