OUR  PROJECTS

  • map-marker-orange
    commercial
  • map-marker-purple
    airport
  • map-marker-tea
    educational
  • map-marker-green
    healthcare
  • map-marker-red
    industrial
  • map-marker-cyan
    recreational
  • map-marker-blue
    stadium
  • map-marker-yellow
    residential
  • map-marker-grey
    entertainment
  • map-marker-pink
    retail

ROSE STATE STUDENT CENTER

Midwest City, Educational, Tekla

Shawnee Missin MOB

Overland Park, Educational, Tekla

RICHMOND UNIVERSITY MEDICAL CENTER

New York, Educational, SDS

Yale Schwarzman Center

Connecticut , Educational, SDS

Socorro ISD Elementary

Texas, Educational, SDS

Hutto Elementary School

Texas, Educational, SDS

San Marcos Elementary

Texas, Educational, SDS

1811 K-12 Edwards AFB

California, Educational, SDS

Purdue P3 Meredith South

Indiana, Educational, SDS

Purdue P3 Third Street North

Indiana, Educational, SDS

KCUMB Center for Medical Education

Kansas, USA, Educational, SDS

KCUMB Center for Medical Education

Kansas City, MO 64106, USA, Educational, Tekla

Clemson - University

Clemson, SC 29634, Educational, Tekla

Chinook Trail Middle School

Colorado 80924, Educational, Tekla

Rowan Cabarrus Community College

Kannapolis, NC 28081, Educational, Tekla

E-24 Elementary Protoype

North corolina, Educational, Tekla

ACC Highland Mall

Texas, Educational, Tekla

Highland Park High School - Phase 2 & 3

Texas, Educational, Tekla

Canada College

Redwood City, California, Educational, Tekla

REGENERON

Rensselaer, Commercial, Tekla

10 MILL LANE

New York, Commercial, Tekla

ATHENEX

New York, Commercial, Tekla

VPM ANNEX BUILDING

North Kingstown, Commercial, Tekla

Centra Credit Union

Indiana, Commercial, SDS

Allison VET

Indiana, Commercial, SDS

Seaport L4 Office Tower

Massachusetts, Commercial, SDS

Menlo Pac

California, Commercial, SDS

Allied Health Building

Utah, Commercial, SDS

Data Bank SLC 5

Utah, Commercial, SDS

Tri North MS

Indiana, Commercial, SDS

Pointe of Polaris

Ohio, Commercial, SDS

Linden Park Facility Improvement

Ohio, Commercial, SDS

Granite Mill Office Building one

Utah, Commercial, SDS

Ball Park Village 200 Block

Missouri, Commercial, SDS

Life Time Fitness

Minnesota, Commercial, SDS

Digital L2-L3

Virginia, Commercial, SDS

Passport PR1

Kentucky, Commercial, SDS

Line Uban Flats

Indiana, Commercial, SDS

ITB Digital P1

Virginia, Commercial, SDS

ITB Digital P2

Virginia, Commercial, SDS

Valley Grove1 Office Building

Utah, Commercial, SDS

Irvine Business Park

Utah, Commercial, SDS

Skyview CCES Addition

Washington, Commercial, SDS

BG Office Tower

Massachusetts, Commercial, SDS

16 Tech - Building One

Indiana, Commercial, SDS

CH2 Coresite - Rebid

Illinois, Commercial, SDS

GREELEY CITY CENTER

CO 80631, USA, Commercial, Tekla

Emmanuel

Kansas City, MO. 64130, USA, Commercial, Tekla

TEMPLE UNIVERSITY

Philadelphia, USA, Commercial, Tekla

18133 Maxx Builders

Texas, Commercial, Tekla

22-Westedge

Charleston, South carolina, Commercial, Tekla

Sycamore Generator building

MAIDEN, North carolina, Commercial, Tekla

Sojo Station South

SOUTH JORDAN, UTAH, Commercial, Tekla

Maruchan

Chesterfield, Virginia, Commercial, Tekla

Sycamore gen building REV

Maiden, North Carolina, Commercial, Tekla

Watauga County Community Recreation Center

Maiden, North Carolina, Commercial, Tekla

Stevinson Imports porche

Littleton, Colorado, Commercial, Tekla

Elmwood Crossing

Buffalo, New York, Commercial, Tekla

HUB I-65 BLDG 219 & 846

Zionsville, Indiana, Commercial, Tekla

Denver Concourse A

Denver, CO, Airport, Tekla

Denver Concourse B

Denver, CO, Airport, Tekla

Charleston Airport Parking Garage

North Charleston, South Carolina, Airport, Tekla

PROMEDICA

Toledo, Health Care, Tekla

Stockton Rehab Hospital

California, Health Care, SDS

Valley Health Mob#1

Virginia, Health Care, SDS

Fermi Lab

Illinois, Health Care, SDS

Innova Loudon

Virginia, Health Care, Tekla

Dickson City Hospital Shell

PA 18519, USA, Health Care, Tekla

REGENERON

NY 12144, USA, Health Care, Tekla

CookChildrens UCC & MOB Building

Fort Worth, Texas, Health Care, Tekla

Medical City Arlington Garage & MOB

Arlington, Texas, Health Care, Tekla

Osteopathic Medicine - Cherokee nation

Tahlequah, Oklahoma, Health Care, Tekla

UT Applied Research Laboratory - POC

Austin, Texas, Health Care, Tekla

BSA Ardent Cancer Center

Amarillo, Texas, Health Care, Tekla

Medical City Alliance

Fort Worth, Texas, Health Care, Tekla

South West Transplant Alliance

Dallas, Texas, Health Care, Tekla

G&P Tredegar Plant Expansion

Indiana, Industrial, SDS

TOYO TIRES

White Georgia, Industrial, Tekla

Honda Indiana Expansion

Greensburg, Indiana, Industrial, Tekla

Krikorian Rupp Movie Theater

Kentucky, Indiana, Recreational, SDS

Kartrite Water Park

NY 12701, USA, Recreational, Tekla

Spring ISD stadium

TX 77373, USA, Stadium, Tekla

High Point Baseball Stadium

High Point, North Carolina, Stadium, Tekla

The Residence at 165_Phase#02

Massachusetts, Residential, SDS

Texas Live Conference

Arlington, Texas, Entertainment, Tekla

Choctaw Cultural Center

Durant, Oklahoma, Entertainment, Tekla

Horseshoe Casino

Elizabeth, Indiana, Entertainment, Tekla

ACC Highland Mall/Dillards Remodel

College Park, GA, Retail, Tekla

GICC Arena Gateway - College park

College Park, GA, Arena, Tekla

Salt Lake City International Airport

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Scope of Project
  • 6 area Commercial Structure | 2,000 tons
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Schedule
  • Completed App on time in just 15 weeks
  • Total 20 sequences
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Challenges
  • Project involved complex modeling & Drawings
  • This was medium complex project. Few contract drawings were not clear, hence we have raised 64 RFI’s till date on this project.
  • In this project steel is receiving several type paint codes. Most of the steel members having multiple codes
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Solutions
  • Main Challenging part is co- ordination with different treads. There are several treads for which we are coordinating. Such as Core Brace, Deck, Fireproofing, signage framing (sign board), field dimensions, etc.
  • We have assigned separate team to deal with several different tread detailers. They handled them greatly. So that we could sent drawings for approval with bulk quantities in one shot & with minimal cloud on drawings for verification.

UConn Recreation Centre

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Scope of Project
  • 5 level commercial Structure | 1570 tons
  • Main steel along with stair & rail Framing
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Schedule
  • Completed App & Fab on time in 20 weeks
  • Total 30 sequences
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Challenges
  • Project involved sloping roof structure, girt & louver support framing and curtain wall support.
  • Several other trade coordination (joist, elevator, mechanical, folding partition,) were involved
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Solutions
  • We had assigned two teams to work on main & misc. Steel

Young Living Oil GH

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Scope of Project
  • 5 level Industrial Structure | 2,500 tons
  • Main steel with Parapet, Skylight, Screen wall, curve museum area.
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Schedule
  • Completed App & Fab on time in just 16 weeks
  • Total 12 sequences
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Challenges
  • Project involved complex modeling & Drawings
  • North & East coordinates for all columns, Grid intersections, Rolled Slab edges were given in the architectural drawings.
  • All main gridlines are circular & radial.
  • AESS Built-up columns with special finish & architectural shape.
  • Elliptical opening at Skylight area.
  • Rolled EOS at periphery & internal openings.
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Solutions
  • We have split the model in two part in order to speed up work & achieve the schedule.
  • Increased team size from 15 to 20 to manage Approval & Fab releases simultaneously
  • The stair tower were detailed by another detailer & the connection material for stairs were provided by us as shop welded to beam. We used reference model option to match stair detailer model to ensure proper fit-up on field.

Shaw Plant 65

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Scope of Project
  • 6 Floors of 13 Sequences
  • Equipment platform
  • Structures | 1,626 tons
  • Columns, Beams, Braces and Girt’s
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Schedule
  • Assigned one team. For Anchor Bolts, Embeds & Misc. Steel and Structural Steel.
  • Duration was 12 weeks for both Misc. & Structural Steel drawings.
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Challenges
  • Complex Connections
  • Large number of members for tonnage of project
  • RFI & Connection Coordination
  • Detailing of Girts
  • Coordinate with other trade for girt openings
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Solutions
  • Auto connections were used to speed up the modeling stage.
  • Editing attributes are set to reduce the editor work and increase the production work.
  • Daily online & phone conversations with client to address questions and issues more efficiently.

Auburn Performing Arts center

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Scope of Project
  • 5 Floors of 4 Sequences
  • Theater Building
  • Structures | 875 tons
  • Columns, Beams, Brace, balcony frames and catwalk framings
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Schedule
  • Assigned 8 members for whole project for Anchor Bolts, Embeds & Structural steel
  • Duration was 12 weeks for both Misc. & Structural Steel drawings.
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Challenges
  • Complex Structure
  • More attachments on the sections
  • Connection Coordination
  • Detailing of curved member & attachment drawings
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Solutions
  • Need to study job thoroughly
  • Assigned double the number of checkers to coordinate with arch. & structural.
  • Daily Skype & phone conversations with connection design engineer
  • One drawing checked & followed the same as sample for all other drawings

Boston Garden

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Scope of Project
  • High rise building that weighs approximately 12000 tons
  • Includes many built-up members (columns, braces, beams, Trusses & Plate girders)
  • Elements –Embeds, columns, beams, braces, trusses & canopies.
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Schedule
  • Architectural, Structural, MEP & a huge number of structural & arch. sketches (SKS) which need to be coordinated with original contract drawings, compare and fix framing to be detailed.
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Challenges
  • Highly complex members (WP & DWP columns)
  • Availability of revised drawings only in form of sketches (counts 700+ sketches that reflects changes to structure)
  • Mixed design loads were followed in job (ASD + LRFD) that created confusions for some locations.
  • Huge variety of bolts used. Connection design required a large verity of bolts to be used in job. These were 3/4 A325N, 7/8″ A490N, 7/8″ A490SC,1″ A490N, 1″ A490X, 1″ A490SC, 1″ A490X, 1 1/8″ A490N, 1 1/8″ A490X, 1 1/8″ A490SC etc. That made it complicated to indicate bolt type on Erection drawings.
  • Truss Connections
  • Box beams
  • Special grade materials that requires special attention as AISC has some special requirements for those members
  • Extra heavy materials. Some of the base plates were close to 14″ thick & some anchor rods were even 24′-0″ long.
  • Partial submittals. Because of non-availability of information, it was required to weekly submit all the clear members from each level. That resulted in submitting same erection sheets again & again. Some of the sheets were submitted more than 45 times, hence received more than 45 BFA packages for those levels. That increased the complexity of the job as it required to refer 45 BFA packages & 700+ structural sketches while releasing every single sheet for fabrication.
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Solutions
  • Established SOP to track all the revised contract documents, connection design & RFIs to smoothen the submittal process.
  • Used modified SDS plugins to have better track of CDR, RFI or sketches.
  • Identified potential shop problems and erection problems in advance & fixed at early stages to help fabrication process & erection.

Promedica Hospital

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Scope of Project
  • 15 Floors Tower core & of 6 floors OPC Area Hospital Building structures | 3,000 tons
  • Columns, Beams, Braces, Balcony Framing and Stair Towers.
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Schedule
  • Assigned to team of 8-10 members. Among which was split in to two sub teams and executed approval and fabrication of subsequent sequences of Structural Steel.
  • Duration was 7-8 Months for Structural Steel drawings.
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Challenges
  • Complex Connections
  • RFI & Connection Coordination
  • Following all high level standards of Schuff fabricator
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Solutions
  • Auto connections were used to speed up the modeling stage.
  • Daily mail & telephonic communication with client to follow-up on RFI & DRFI and getting the responses in time and also get quick responses.
  • Several training sessions were done to educate the team to make sure everyone is aware of the schuff standards.

Temple University

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Scope of Project
  • 4 Floors Development of a New Library & Classroom Facility structure | 1,798 tons
  • Columns, Built up Columns, Beams, Braces & Trusses with camber.
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Challenges
  • Project involved complex modeling & Drawings
  • In this project many members have 3D slope, cambers & Trusses with camber
  • RFI, Connection & Stair Coordination
  • Detailing of Shoring Columns
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Solutions
  • Assigned three separate teams for structural & Misc. scope
  • Assigned double the number of checkers to coordinate closely with the detailers for speed & accuracy.
  • Daily online & phone conversations with the client to address questions and issues more efficiently.
  • Customized connections & adjusted pre- camber elevations.

Harvard University Science & Engineering Complex

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Scope of Project
  • Below grade and 8 – floor building that weighs approximately 7100 tons
  • The above grade steel was to be built over the below grade Structure and the Existing Steel and involved the lot of co-ordination
  • This is a fast track project. The requirement was that the Approval drawings for the entire project were to be submitted in 4 months.
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Schedule
  • Architectural, Structural, MEP & a huge number of structural & arch. sketches (SKS) which need to be coordinated with original contract drawings, compare and fix framing to be detailed.
  • Existing structure drawings, Gartner drawings for façade co-ordination & MBJ connection design drawings.
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Challenges
  • The job is fast track. While trying to keep the delivery on time and feed the two Cives divisions fabrication shops.
  • Much re-works due to many revised Gartner drawings for fixing the Facade steel
  • We need to re-submit the drawings for R&R with respective submittal itself, should not mix-up with any other R&R and approval drawings.
  • RFI, existing co- ordination & Pending information.
  • Connection Coordination with New designer with new standards
  • Big challenges is to execute the project all 3 teams working on software (3D Model) simultaneously as the software was not supporting.
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Solutions
  • We planned in a very good way to complete this gargantuan task of feeding 2 shop divisions of Cives with 3 separate Teams are assigned to handle the project from initial stage and strengthen the team as and when required
  • Released the drawings for fabrication without Gartner updates per client request and fixed it later stage
  • We have engaged a separate small team to take care.
  • Continues follow up and calls with client and weekly progress reports and log files related to clarifications, RFIs, CDRs were submitted to the client regularly so that the client was able to answer the pending queries without any delays to keep the Job on track.
  • We conducted regular training program to speed up the process
  • Persuaded client to split the 3D model into three separate models with respective to the Cranes and executed.

Mt Carmel Grove City Phase II

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Scope of Project
  • 5 Floors of 3 Building Hospital and administration block structures | 3,000 tons
  • Columns, Beams, Braces, Screen wall posts, Canopies Etc.
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Schedule
  • All sequences (Total #35 ) approval submissions completed in 20 Weeks and Fabrication releases completed in 30 Weeks parallel.
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Challenges
  • Complex Connections
  • Large number of members for tonnage of project
  • RFI & Connection Coordination
  • Repeatedly changes in Sequence Priorities
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Solutions
  • Auto connections were used to speed up the modeling stage.
  • Assigned double the number of checkers to coordinate closely with detailers for speed & accuracy.
  • Daily online & phone conversations with client to address questions and issues more efficiently.
  • Added more teams and planned to work parallel to beat the schedule requirements.

New Lebanon School

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Scope of Project
  • 2 level commercial Structure with skylight, Screen wall & bridge truss framing | 406 tons
  • Main steel with Skylight, Screen wall, curved periphery And bridge truss framing
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Schedule
  • Completed Approval in 12 weeks
  • Total 12 sequences
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Challenges
  • Project involved complex modeling & Drawings
  • North & East coordinates for all columns, Grid intersections.
  • Most of gridlines are circular & radial.
  • Skylight framing.
  • Rolled EOS at periphery.
solution-icon
Solutions
  • Additional manpower and experienced resources were allocated with team strength of 15 to manage Approval & Fab releases simultaneously.

The View II

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Scope of Project
  • 4 Floors for sector-1, 2 floor sector-2 & 19 floors for sector-3 Commercial structures | 2,119 tons
  • Columns, Beams, Braces, and Screen walls.
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Schedule
  • Assigned three teams.
  • Duration was 14 weeks for Structural Steel drawings.
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Challenges
  • Distinct Connection Design
  • Large number of members for tonnage of project
  • RFI & Connection Coordination
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Solutions
  • Continuos training sessions are conducted to adhere client standards and added 2 in-house designers to support detailing team.
  • Assigned double the number of checkers to coordinate closely with detailers for speed & accuracy.
  • Daily online & phone conversations with client to address questions and issues more efficiently.

Fordland Central Campus Building

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Scope of Project

The HUB project consists of a four-story building with a full basement, totalling just over 2 million square feet. This project is a new office building with research and development laboratories. The building will include office space, amenities, labs, design studios, shops (metals, plastics, wood, etc.), garages, loading docks, and outdoor spaces. Fordland, a subsidiary of Ford Motor Company, will be the owner and operator of the facility. The main steel and secondary steel of the North East building are currently awarded to Mold-Tek.

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Schedule

The job started in April 2021. The approval release will take a total of 24 weeks to complete.

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Challenges

This one is a fast track project. Heavy connections, plate girders, trusses, curved The area with bent plates is a critical part of the project.

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Solutions

Since it is a fast-track and complex project, a specialized team of almost 15 members was assembled to work on this job.

Fulfillment Centre

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Scope of Project

The main steel with bracing arrangements, elevator guide rail post supports, and dock are all made of steel. leveler embeds, galvanized canopies, and roof platforms to support mechanical RTU opening frames for RTU and equipment, RD/OD frames, Slab opening frames DFU units, windows, handrails, girt structures with windows and door frames, Kickers at Precast Anchorage locations and at Girt support locations. Approval time is 16 weeks, plus 4 weeks for fabrication. The job began in January.2021. It is a Fast Track project.

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Schedule

Approval 16 Weeks Plus 4 Weeks for Complete Fabrication. Job Started in Jan 2021. It is a Fast Track project.

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Challenges
  • Having huge size of columns & beams.
  • Coordinate with other trades – Joist, Panel drawings, Mechanical drawings, Precast drawing Misc. steel (handrail, Stair) etc..
  • Sprinkler holes provided in the beams by coordinating with Sprinkler drawings. Complex Axial and moment connections. Almost 7 to 8 times design revisions.
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Solutions

For this fast-track and complex project, a specialized team of 15 worked on this project.

PVD2 Fulfillment Center

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Scope of Project

The main steel with bracing arrangements, elevator guide rail post supports, and dock are all made of steel. leveler embeds, galvanized canopies, and roof platforms to support mechanical equipment, RD/OD frames, slab opening frames, RTU opening frames for RTU, and Girt and Precast Anchorage locations support locations. 

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Schedule

Approval time is 16 weeks, plus 4 weeks for fabrication. The job begins in October 2021. It is a Fast Track project.

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Challenges

It has huge columns and beams. Coordinate with other trades-joist, panel drawings, mechanical drawings, precast drawings, misc. steel (handrails, stairs), etc. Sprinkler holes are provided in the beams by coordinating with sprinkler drawings. Sending a progress report to the client (tonnage information, Esheet reference information). Complex Brace and minute connections. Almost 3 to 4 times the design revisions. preparing to place a shop order Depending on the sequences, shop bolts, field bolts, shop studs, and field studs count.

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Solutions

26 to 30 members worked on the project continuously to meet the schedules in parallel.