Cleburne State Park Concession Bathhouse & Group Camp Improvements

Project number: 101855

Cleburne State Park Concession/Bathhouse & Group

Camp Improvements


Cleburne State Park Concession/Bathhouse & Group Camp Improvements

Universal Contractors 500 UTA Blvd,

Arlington Texas 76013.

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BID DOCUMENT

PARTICIPANTS:

RITESH KUMAR ARJUN SINGH

SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL

MANSOOR TAJ MOHAMMED

RAJESH DONKA

INSTRUCTOR

Dr. NILO TSUNG

Teaching Assistant: Amir Tabesh

CE 5379: CONSTRUCTION COST ESTIMATING

Submission Date: 6th December, 2016.





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ABSTRACT

Our team has been developing a bid for the new men’s and women’s barracks at Cleburne

State Park. The objectives of this project are to get to know the pre-construction process which

includes estimating, scheduling, reviewing plan details and specifications, completing bid forms,

obtaining insurance bonds, collaborating with key personnel, managing the workflow process of

the pre-bid phase, breaking down work into sub-categories in WBS, linking all the construction

activities to come up with least number of days, quantifying all the construction activities, and

finally pricing out all activities. We gained experience in formulating the information using

Timberline, Vu360 and Primavera P6 R15.1(software programs) Also, this class project simulated

the experience of bidding a construction project from the solicitation phase all the way up to the

tendering of the project proposal for evaluation as well as the possibility of a follow up owner-

contractor negotiation meeting. This project gave us a realistic experience to understand the

general bidding process and steps needed to create a complete bid proposal. The project has helped

us to understand the real world working procedure of getting quotes at the end moment, like just

before the bidding day, which created a lot of pressure and last moment changes. All in all this

project has given a glimpse of our construction industry.





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TABLE OF CONTENTS

BID DOCUMENT 2

ABSTRACT 3

TABLE OF CONTENTS 4

INTRODUCTION 7

FACILITIES 7

METHODOLOGY 8

ASSUMPTIONS 8

CONCLUSION 10

REFERENCES 10

KEY STAFF 10

MEETING MINUTES 15

RECOMMENDATIONS FOR SUSTAINABILITY AND VALUE ENGINEERING 20

APPENDIX A: FINAL QUOTE 22

APPENDIX B: BID FORM 24

APPENDIX C: COMPANY PROFILE 25





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APPENDIX D: KEY PERSONNEL 26

APPENDIX E: BID ASSESSMENT MEMO 27

APPENDIX F: PROJECT WBS 29

APPENDIX G: SUBCONTRACTOR LOG 31

APPENDIX H: MATERIAL SUPPLIER LOG 37

APPENDIX I: QUANTITY TAKEOFF CALCULATIONS 39

APPENDIX J: DETAILED ESTIMATE 54

APPENDIX K: LIST OF MAJOR EQUIPMENT AND MAJOR CONSTRUCTION MATERIAL 67

APPENDIX L: HIGH LEVEL PIE CHART SCHEDULES 68

APPENDIX M: SITE VISIT REPORT AND PHOTOGRAPHS 69

APPENDIX N: TIMBERLINE OUTPUT 74

APPENDIX O: ONSCREEN TAKEOFF OUTPUT 75

APPENDIX P: MAP OF SITE RELATED TO COMPANY OFFICE 79

APPENDIX Q: COPIES OF CORRESPONDENCE WITH CONTRACT ADMINISTRATOR 80

APPENDIX R: COPIES OF CORRESPONDENCE WITH SUPPLIER AND SUBCONTRACTOR 81

APPENDIX S: LETTER OF REFERENCE 83





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APPENDIX T: MWBE AFFIDAVIT 84

APPENDIX U: PROOF OF INSURANCE 85

APPENDIX V:CERTIFICATE OF INSURANCE 86

APPENDIX W: PERFORMANCE BOND 87

APPENDIX X: PAYMENT BOND 88

APPENDIX Y: CONTRACTORS PROGRESS PAYMENT AFFIDAVIT 89

APPENDIX Z: CONTRACTORS FINAL PAYMENT AFFIDAVIT 90

APPENDIX AA: CONSENT OF SURETY COMPANY TO FINAL PAYMENT 91

APPENDIX AB: HUB SUB-CONTRACTING PLAN 92

APPENDIX AC: AGREEMENT BETWEEN OWNER AND CONTRACTOR 93

APPENDIX AD: CONTRACTORS QUALIFICATION STATEMENT 94

APPENDIX AE: BID BOND 95

APPENDIX AF: PLANS 96

APPENDIX AG: ADDENDA 101

APPENDIX AH: OVERHEAD CALCULATIONS 104

APPENDIX AI: GENERAL 105





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INTRODUCTION

This Project Improvements to Park Structures-Concessions/Bathhouse has provided us opportunities to develop a

bid for the Men and Women Barrack. The main purpose of this project was to learn more about project bids and to

work together as a team. It also gave us opportunities to work on software’s such as Timberline and Primavera P6.

Also this term-project gave us the exposure to Bid and Schedule and present it for project proposal to evaluate as

well as the possibility for owner-contractor agreement.

Our Detailed estimate includes:

1. Quantity Takeoff

2. Pricing Subcontractor’s Work

3. Pricing General Expenses

4. Summary and Bid.

History of Cleburne State Park

Cleburne State Park is named for the nearby town of Cleburne, Texas. It was opened in 1939 after purchase from

the city.

FACILITIES

Cleburne State Park has a variety of campsites. All sites include a picnic table, grill and a campfire ring. Restrooms with hot showers are available nearby all camping areas.

Tent and parking space with water are common.

Back-in campsites with utilities and shelters accommodate up to 8 people and combination of motor vehicles/trailers.

Group Camp consists of a 2-group barracks with twin beds and mattresses sleeping a total of 44 people. The dining hall and kitchen seat approximately 70 people and has some cooking equipment. All buildings are heated but no air-conditioning.





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METHODOLOGY

Improvements to Park Structures is a project for the City of Cleburne. Our team was assigned with bidding on the project by following proper guidelines as stated in the project’s specifications.

Quantity Take-off was done by using the knowledge which we gained in our class. Timberline and RS-Means database were used for pricing the Labor, Material, and Equipment costs.

We went through the plans and identified the improvements to be done to the park.

The bid was based solely based on the items which were provided in the plan.

The price costs for labor material and equipment which were obtained from Timberline and RS Means Database are the latest and up to data prices.

The bid which the subcontractors provided are true and can be included in the bid.

Planning and Scheduling of the equipment and machinery which will be required during the project must be carried out thoughtfully, as the cost will affect the performance. Hence the use of machinery should be used such that it can be maximized during the given period to be cost efficient.

We did not do any site visit for the project as there was no suitable time available for us to go for site visit. Though we dint do site visit we could roughly figure out the idea of the Barracks from Cleburne State Park’s Website.

ASSUMPTIONS

● Assuming notice to proceed on Jan 2nd 2017.

● Survey is done for the project site before the construction phase.

● Assuming there is no water table within 4 feet of excavation in building site.

● Assuming the top soil to be lump free, having sufficient bearing capacity.

● Assuming there is no electric line below and above the construction site.

● Excavating 3 feet more along the boundary of building only for stripping of the top soil.

● Assuming soil to be in moderate plastic limit, we have considered a working area of 1ft x 1ft on each

side and provided a formwork of 1 feet depth.

● Since the barracks are of single floor no need of any forklift required.





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● Assuming that the site is accessible to the storage, we are not assuming any lead and lift charges.

● Extra supports have been provided at 2 feet throughout the slab, since we are concreting using direct

chute.

● Markings for blockwork to be done after 2 days of curing time of SOG.

● Assuming the air gap between the two walls in masonry to be 2 inches.

● Assuming the wastage for concrete and CMU blocks to be 5%.

● Assuming there is no lag and lead in our project.

● Assuming all the materials and equipment have been passed the quality standards and test.

● Assumed hook bar length as per ACI standards (if number<=6, 12 inch to be provided).

● Lapping to be considered only is if the length each individual bar exceeds 20 feet

● Assuming the rafter length, purlin length, hip length to be same throughout the joints in roof during

calculation of quantities whereas practically it is reducing. These are considered in wastages.

● Assuming the wastage of steel as 5%.

● Assuming there is steel yard at site and scrap steel can be used.

● Assuming the height of pony wall to be 2 feet on both the outer walls.

● If there is any irregular shaped area or triangular area, then the average height is taken for calculation

purposes.

● Considering all the hardware to be of A1 quality.

● Assuming 5-day calendar with standard holidays.

● Risk Assumption:

● The probability of having bad weather condition is assessed by structural and earthwork calendars

which have been incorporated into planning software calenders.

● Inflation in cost of construction material.

● Late availability of material on site.

● It is very unlikely that we will be held back due a delay in resource delivery.

● Scheduling for both barracks are schedule same and assume to be completed on the same day.





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CONCLUSION

Our team has been able to successfully develop the bid for the Improvements to Park Structures in Cleburne. Our

objectives were accomplished and we could familiarize ourselves with the project’s bid preparation and learnt to

work as a team under immense pressure in short period of time.

REFERENCES

1. Handouts prepared by Dr. Agustin Villafana for CE5388 Construction Planning and Scheduling at the University

of Texas at Arlington for fall 2016

2. RS means Building Construction Cost Data 2003. 61st Annual Edition 2003.

3. Photos were taken from http://tpwd.texas.gov/state-parks/ website

4. History and other information were taken from https://en.wikipedia.org/wiki/Cleburne_State_Park

KEY STAFF

1.Ritesh Kumar Arjun Singh

M.S Civil Engineering, UT Arlington

2.Mansoor Taj Mohammed


3.Chetan Biradar






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4.Shaik Johnny Basha


5.Shivam Patel


6.Rajesh Donka


SHIVAM PATEL

Experience summary

Mr. Patel, a Senior Scheduler has over 1 year of Job Experience with Ajay Engineering Infrastructure Pvt. Ltd. in a

Bridge Construction work. He has done the proposed scheduling using Primavera P6 for the Cleburne State Park

Project.

Professional Highlights

Served as a Junior Engineer at Ajay Engineering Infrastructure Pvt. Ltd.

Job Roles were:

Responsible for the overall field operation, coordination, and direction of subcontractors and skilled labors

and Managing and Interpreting the contract design documents and implementing it.

Monitored and controlled construction activities like excavation, PCC, foundation, RCC and shuttering work,

steel fixing, casting concrete, masonry for brick works and plastering.

Done Planning and estimating various stage of Bridge Construction project to ensure the most efficient, safe

and economical form system are incorporated into the project design.

Education:

1. Master of Construction Management: August 2016 – Present

University of Texas at Arlington, Texas





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2. Bachelors of Technology in Civil Engineering: July 2011 – May 2015

Pandit Deendayal Petroleum University, India GPA – 3.5/4.0

CHETAN BIRADAR

Professional Experience:

Nirmithi Kendra, Bidar, India| March 2015 – November 2015

Site Engineer:

Supervise employees, including in-house, external contractors, and sub-contractors

Quality checking and estimation

Providing data in respect of variation of orders and site instructions

Work closely with process engineers for follow up and evaluation, and presented reports on trial materials according

to designated schedules

Education:

UNIVERSITY OF TEXAS AT ARLINGTON Arlington, Texas

Masters in Construction Management

UNIVERSITY VISVESVARAYA COLLEGE OF ENGINEERING – GPA 2.3/4.0 Bangalore, India

Bachelor of Civil Engineering

RAJESH DONKA

Professional Summary

Education:

University of Texas at Arlington

Ms in Civil Engineering





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GITAM University

Bachelor of Technology, Civil Engineering

Graduated in April’16 with a CGPA of 7.9 on a scale of 10.

Work History:

Confederation of Indian Industry – Hyderabad, Telangana

Worked at CII-IGBC for developing NBC (National Building Code) for Green Buildings

Visited project sites during construction to monitor progress and consult with contractors

and on-site engineers.

Inspected project sites to monitor progress and adherence to design specification, safety

protocols and state sanitation standards

Visited project sites during construction to monitor progress and consult with contractors

and on-site engineers.


Education:


Master of Construction Management

Datta Meghe College of Engineering

Bachelor of Engineering, Civil Engineering

Work History

Worked as junior engineer on a 3 - 80 story high rise building construction project in

Mumbai, India for Omkar Pvt. Ltd.

Responsible for managing and inspecting the whole on site construction work.

Coordinating with Architect, General Contractor, and Subcontractor.





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SHAIK JOHNNY BASHA

EDUCATION:


Master of Construction Engineering and Management

MVSR Engineering College

Bachelor of Engineering, Civil Engineering

Work History

Worked as an Assistant Project Coordinator at Hiranandani Developers.

Job Roles were:

1. Assisting project manager with planning of different phases of residential

construction work.

2. Communicating with subcontractors and Labor and coordinating &

Inspecting the work as per the Drawings.

3. Estimating for different tasks of Construction work.

Mohammed Mansoor Taj

Education:


Master of Construction Management SRM UNIVERSITY

B.Tech in Civil Engineering

Work Experience:

Worked as an Implant trainee at Tamil Nadu Housing Board for 1 year and his Job

responsibilities were as follow:

1. Execute onsite material testing for checking physical properties

2. Handling and inspecting the work of labor and subcontractor

3. Design structural foundation of building using Revit and Autocad.





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MEETING MINUTES

Introductory Meeting Minutes

Project: - Cleburne State Park Concession/Bathhouse & Group

Project Number: - 101855

Meeting Date and Time: October 20, 2016 from 2:30 pm to 4:00 pm

Meeting Location: 701 S Nedderman Dr, Arlington, TX 76019 Sapphire room

Participants: -


SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL


RAJESH DONKA

Discussions:

• Group members introduced themselves and got to know one another.

Action Items:

• Obtain drawing and specifications and study them in preparation for the kickoff meeting.

• Kickoff meeting scheduled for October 21, 2016 from 1:00 pm to 3:30 pm at 701 S Nedderman Dr, Arlington, TX

76019 Sapphire room

.





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Kick-Off Meeting Memo





Participants:


SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL


RAJESH DONKA

Discussions:

● Discussion on qualification criteria, drawings and specifications

● Head estimator/scheduler selected and responsibilities assigned

● Estimate, reviews, reality checks and documentation preparation scheduled

● Checklists for detailed estimating prepared

● Bid Memo and Letter of interest documents are prepared

● Project specific job and management factors selected

● Discussion for preparation of query list

● Discussion on company background

Action Items:

● Next meeting scheduled for October 25, 2016 from 3:00 pm to 5:30 pm at 701 S Nedderman Dr,

Arlington, TX 76019 Emerald room

● Each individual is asked to give at least 10-12 of queries

● to prepare kick-off meeting report company background and profile.

● Giving each individual to do QTO





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● Shivam Patel on WBS & scheduling.

Progress Meeting Memo -1





Participants:


SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL


RAJESH DONKA

Discussions:

● Company background and Bid assessment memo were approved.

● Final query list was reviewed and ready for submission.

● Reviewed progress on QTO.

● Reviewed WBS and finalize WBS.

● Discussed about further QTO of CMU wall, truss work and finishes work.

Action Items:

● Next meeting scheduled for November 10, 2016 from 8:30 pm to 10:00 pm at 701 S Nedderman Dr,

Arlington, TX 76019 Room Sapphire.

● To prepare and finalize Invitation to Bid.

● Review and discuss on scheduling.





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● Review completed work on QTO of CMU wall, truss work and finishes work.

Progress Meeting Memo-2



Meeting Date and Time: November 10, 2016 from 8:30 pm to 10:00 pm

Meeting Location: 701 S Nedderman Dr, Arlington, TX 76019 Room Sapphire

Participants:


SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL


RAJESH DONKA

Discussions:

● Invitation for bid reviewed and finalize for submission.

● Reviewed QTO of CMU wall, truss work, finishes work and discussion for any queries.

● Discussed and review the final scheduling and started working on Primavera Scheduling.

● Started working on subcontractor and supplier log.

● Started working on final report preparation.

Action Items:

● Next meeting scheduled for November 24, 2016 from 5:30 pm to 8:30 pm at 701 S Nedderman Dr,

Arlington, TX 76019 Room Emerald.

● Complete work on pricing on Timberline.

● Review and finalize every document to add in final report for submission.

● Review and finalize subcontractors and suppliers log.





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Progress Meeting Memo-3



Meeting Date and Time: November 24, 2016 from 5:30 pm to 8:00 pm

Meeting Location: 701 S Nedderman Dr, Arlington, TX 76019 Room Emerald

Participants:


SHAIK JOHNNY BASHA

CHETAN BIRADAR

SHIVAM PATEL


RAJESH DONKA

Discussions:

● Reviewed and finalized work on pricing on Timberline for submission.

● Final price was reviewed and approved.

● Ask subcontractors and suppliers to reduce prices.

● Editing and final changes for report.

Action Items:

● Attach all latest addendums to final bid report.

● Submit the final bid report.





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RECOMMENDATIONS FOR SUSTAINABILITY AND VALUE ENGINEERING

The project already has minimum impact on the existing conditions present on the site. There is little to

no site grading, however, erosion and sediment control measures will be implemented during construction by

provision of barriers. This is to alleviate the impact of storm water during rainfall events during construction.

During the demolition process the noise pollution and dust emission will be reduced by provision of noise reducing

sheets. Proper sound barriers and silt fencing will be done so that there is no sound pollution. Regular sprinkling of

water so that the dust is kept under control.

The scope of the project does not present a lot of opportunity for value engineering. With the permission

of the design engineer we can reduce the thickness of the plywood which is in the interior of the roof, however the

pricing is as per regulation.





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A

APPENDIX





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APPENDIX A: FINAL QUOTE

Item no.

Description labor material Equipment

Subcontract Total Subtotal Subtotal Subtotal

1 Abatement And Demolition $ - $ - $ - $9,718 $9,718

2 Earth work $ - $ - $ - $23,444 $23,444

3 Cast-in-place-Concrete $ - $14,908 $ - $16,000 $30,908

4 Concrete Masonry Units $26,961 $19,786 $16,158 $ - $62,905

5 Carpentry $11,286 $12,186.00 $ - $23,472.00 $23,472

6 Trusses $ - $ - $ - $1,895.00 $1,895.00

7 Termite Protection $ - $ - $ - $1,368 $1,368

8 Metal Roofing $ - $ - $ - $18,432 $18,432

9 Radiant Heating $ - $ - $ - $16,689 $16,689

10 Mechanical $ - $ - $ - $21,979 $21,979

11 Plumbing $ - $ - $ - $15,500 $15,500

12 Electrical $ - $ - $ - $57,250 $57,250

13 Accessories and Specialties $ - $ - $ - $14,509 $14,509

14 Doors and Windows $ - $ - $ - $10,415 $10,415

15 Architectural finishes $ - $ - $ - $9,800 $9,800

$38,247 $46,880 $16,158

For Men’s Barrack $318,284

Overhead $32,910.54

Profit 10 % $35,119.42

Division General Requirements $216,520

$602,834





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Alternate Bid 1: (For Women’s Barracks)

Item no.

Description labor material Equipment

Subcontract Total Subtotal Subtotal Subtotal

1 Abatement And Demolition $ - $ - $ - $9,718 $9,718

2 Earth work $ - $ - $ - $23,444 $23,444

3 Cast-in-place-Concrete $ - $14,908 $ - $16,000 $30,908

4 Concrete Masonry Units $26,961 $19,786 $16,158 $ - $62,905

5 Carpentry $11,286 $12,186.00 $ - $23,472.00 $23,472

6 Trusses $ - $ - $ - $1,895.00 $1,895.00

7 Termite Protection $ - $ - $ - $1,368 $1,368

8 Metal Roofing $ - $ - $ - $18,432 $18,432

9 Radiant Heating $ - $ - $ - $16,689 $16,689

10 Mechanical $ - $ - $ - $21,979 $21,979

11 Plumbing $ - $ - $ - $15,500 $15,500

12 Electrical $ - $ - $ - $34,755 $34,755

13 Accessories and Specialties $ - $ - $ - $15,308 $15,308

14 Doors and Windows $ - $ - $ - $10,415 $10,415

15 Architectural finishes $ - $ - $ - $9,800 $9,800

$38,247 $46,880 $16,158

For Women’s Barrack $296,588

Bid for both Men’s and Women’s Barracks combined:

ITEM PRICE

For women's Barrack $296,588

For men's Barrack $318,284

Overhead $63,577.70

Profit 10 % $67,844.91

General Requirements $216,520

Grand Total $962,814





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APPENDIX B: BID FORM

APPENDIX B BID FORM





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APPENDIX C: COMPANY PROFILE

1. Headquarters: Arlington, TX

2. Company size: 7 Employees

3. Annual sales: $6,000,000

4. Type of work: Estimating, Scheduling, Planning, Research.

5. Bondable: Up to $6,000,000

6. Types Bond: Bid Security, Payment Bonds, and Performance

7. Insurance: General liability – $ 1 Million/Occurrence $3 Million/Aggregate

Commercial Automotive - $ 1 Million

Worker’s compensation - $1 million/Accident/Employee, $1 Million Limit

Umbrella Insurance-in progress of obtaining a quote

Builder’s risk – yes

8. Experience: 5 Years

Contact:

Ritesh Kumar Arjun Singh

Phone: 682-256-4323

e-mail: [email protected]

Other information: Universal Contractors has its own team members who can complete the operations in

estimating and scheduling (add more if needed). We are a small company in Arlington, TX but have good

experience in handling projects statewide.





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APPENDIX D: KEY PERSONNEL

Ritesh Kumar Arjun Singh


Mansoor Taj Mohammed


Chetan Biradar


Shaik Johnny Basha


Shivam Patel


Rajesh Donka






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APPENDIX E: BID ASSESSMENT MEMO

Project Name: Cleburne State Park Concession/Bathhouse & Group Camp Improvements

Project Number: 101855 Date: 6th December 2016

Type of Project: Lump sum Estimator: Managing Director

Scope of Project: This project involves rejuvenating the existing camping barrack which is located at Cleburne State

Park in Cleburne, Texas. A Men’s barrack and a women's barrack are needed to be constructed and It will involve

demolition, earthwork, concrete, masonry, roofing, electrical and landscaping

Project Valuation: $ 1 Million (approx.)

Estimated Duration: 5 months

Bid Due Date: 7:20 pm. Dec 6, 2016

Project Owner: Mr. Agustin Villafana/ Dr. Nilo Tsung

Project Managers

UTA Arlington

Phone: 817-272-9164

Email- [email protected] / [email protected]

Pre-Bid Conference Available - Yes

Location: 500 UTA Boulevard

Arlington TX 76013

Time: 7:20 pm

mailto:[email protected]





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Date: Dec 1, 2016

Interest in Bidding: Yes

Notes:

Project includes one alternative

Alternative #1 Women's barracks

Prices must be good for 60 davs from the date of the bid.





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APPENDIX F: PROJECT WBS

Cle

bu

rne

Stat

e Pa

rk p

roje

ctProject

management

Procurement

Abatement

Earthwork

Concrete

Masonry

Carpentry

Roofing

Electrical

Architectural Finishes

Mechanical

Plumbing





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APPENDIX G: SUBCONTRACTOR LOG

MEP SUBCONTRACTORS LOG

Project: Cleburne State Park Concession/Bathhouse & Group Camp Improvements

Project No. 101885 Date: 04-Nov-2016

Company Name: Dugger electric Contact Person: Darrell Davis

Address: 505 S. Caddo Street Phone: (817) 774-9473

Cleburne, TX 76031 (817) 641-9473

Website: www. duggerelectric.com Email: [email protected]

Trades: MEP Certifications: None

Bidding: Yes Responsive: Yes

Notes: Dugger Electric is a full service electrical contractor that has been serving Cleburne, Burleson, Joshua and surrounding areas in the Fort Worth Metroplex for over 10 years

Quote: TBD

Company Name: 3i Contact Person: Charlene Cade

Address: 1111 W. Mockingbird Ln. Phone: (214) 231-0675

Suite 1050

Website: www.3iconstruction.com Email: [email protected]

Trades: MEP Certifications: None


Notes : 3i is electrical contractor that has been serving Cleburne and surrounding areas in the dallas for over 15 years

Quote: TBD

http://3iconstruction.com/





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PAINTING SUBCONTRACTORS LOG



Company Name: Jonsco Inc Contact Person: John Zimmerer

Address : 1225 W College Ave, Suite #408 Phone: 972 323 6899

Carrollton, Texas 75006 Email: [email protected]

Website: http://www.jonsco.com Certifications:

Products Supplied: Interior & Exterior Painting Responsive: Yes

Bidding: Yes

Exclusions: None

Quote: TBD

Company Name: Jonsco. inc Contact Person: Mark Youden

Address : 624 W. University Dr. Phone: 972 335 9113

Ste. 251 Email: [email protected]

Denton, TX 76201 Certifications : WBE

Website: Responsive: Yes

Products Supplied: Interior & Exterior Painting

Bidding: Yes

Exclusions: None

Quote: TBD





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MASONRY SUBCONTRACTOR LOG



Company Name: AHI Supply Contact Person: Joe Wilson

Address: 400 N Highway 377, Denton Street, Phone: 817 430 0228

Roanoke, TX 76262 Email: [email protected]

Website: www.ahi-supply.com/ Certifications: None

Products Supplied: Masonry Works Bidding: Yes

Exclusions: None Responsive: Yes

Quote: TBD

Company Name: Cambridge Fence Services Contact Person: Chad Dunaway

Address: Cambridge Fence 4338 Hwy 276 Ste C Phone: 214 299 4820

Rockwall, TX 75032 Email: [email protected]

Website: http://www.cambridgefence.net/ Certifications: None

Products Supplied: Masonry Works Bidding: Yes

Exclusions: None Responsive: Yes

Quote: TBD





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ABATMENT SUBCONTRACTOR LOG



Company Name: Blue Ribbon Industries Contact Person: Jeff Magid

Address: 408 Singleton Blvd, Dallas, TX 75212 Phone: 972 243 5956

Website: www.blueribbonindustries.com Email: [email protected]

Products Supplied: Hazmat Abatement Certifications:


Notes: Professional Demolition Services Since 1997

Quote: TBD

Company Name: Matrix Excavation & Demolition Contact Person: Rodney Mays

Address: 1350 E Fm 1187, Aledo, TX 76008 Phone: 817 458 9907

Website: www.matrixdemolition.com Email: [email protected]

Products Supplied: Hazmat Abatment Certifications: BBB Accredited


Exclusions: None

Quote: TBD

http://www.matrixdemolition.com/





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ARCHITECTURAL FINISH SUBCONTRACTOR LOG



Company Name: jasmine Engineering Contact Person: Mary G Serna

Address: DBA Constructions Phone: 212-227-3000

San Antonio, TX - 78205 Email: [email protected]

Website: www.DBAconstrmanagement.com Certifications: None

Trades: Architectural Finishes Responsive: Yes

Bidding: Yes

Notes: Jasmine Engineering is a pioneer in finishes, there finishing has been rated very high. Quote: TBD

Company Name: The Nerold Company Contact Person: Nelson Rodriguez

Address: 3109 Lubbock Avenue Phone: 817-922-9000

Fort Worth, TX -76109

Website: www.neroldfinishes.com Email: [email protected]

Trades: Architectural Finishes Certifications: None


Quote: TBD

http://www.dbaconstrmanagement.com/

http://www.neroldfinishes.com/






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CARPENTRY SUBCONTRACTOR LOG



Company Name: Finish and Trim Carpenters Contact Person: Elena Elgar

Address: Garland, Cleburne, TX 75046. Phone: 221-849-2359

Website: www.jhwastemanagers.com Email: [email protected]

Products Supplied: Carpentry Materials Certifications: Nil


Exclusions: None

Quote: TBD

Company Name: The Arcus Company LLC Contact Person: Williams Seran

Address: 2422 n hwy,

Phone: 827-732-2568

Dallas, TX 75252

Website: www.thearcuscompany.com Email: [email protected]

Products Supplied: Carpentry Materials Certifications: Nil


Exclusions: None

Quote: TBD





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APPENDIX H: MATERIAL SUPPLIER LOG

STEEL SUPPLIER LOG



Company Name: Helford Steel Contact Person: Dale Louis

Address: 3001 W. Pafford St., Fort Worth, TX 76110 Phone: 817-869-2301

Website: www.h-steel.com Email: [email protected]

Products Supplied: Steel and Reinforcing Materials Certifications: SBE, HUB


Notes: Industry leader with quality products and outstanding customer service for over 40 years.

Exclusions: None

Quote: TBD

Company Name: Southern Steels Contact Person: Wilford Ramsey

Address: 603 Causley Ave, Fort Worth, TX 76110 Phone: 817-869-2301

Website: www.Southernsteel.com Email: [email protected]

Products Supplied: Steel and Reinforcing Materials Certifications: SBE, HUB


Exclusions: None

Quote: TBD





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CONCRETE SUPPLIER LOG



Company Name: J&J FOUNDATION CO.LLC Contact Person: Jesse Santos

Address: J&J Foundation 1111 N. Irving Heights Dr. Phone: 972-871-7663

Irving, TX 75061 Email:

Website: http://www.jjfoundation.com/ Certifications: DBE & HUB

Products Supplied: Concrete Responsive: Yes

Bidding: Yes

Exclusions: None

Quote: TBD

Company Name: Doall Construction inc Contact Person: Richard Woodall

Address : 4305 E. Belknap St. Fort Worth Phone: 817 222 3515

TX 76117 Email: duane@do-

allconstruction.com

Website: http://www.do-allconstruction.com/ Certifications: VFW & WBE

Products Supplied: Concrete Responsive: Yes

Bidding: Yes

Exclusions: None

Quote: TBD





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APPENDIX I: QUANTITY TAKEOFF CALCULATIONS

CLEBURNE STATE PARK - MEN'S BARRACK

BASE BID: BID SCHEDULE

Earthworks

Sno Item Description Quantity Units

1 Site Stripping - Top Soil 82.28 BCY

2 Site Leveling - Excavation 19.04 BCY

3 Site Leveling - Backfill & Compaction 52 CCY

4 Building Pad - Excavation 239.47 BCY

5 Building Pad - Select Fill 39 CCY

6 Bulding Pad - Grade Beam Trenching 57.08 BCY

7 Backfill & Fine Grade Site 84.3 BCY

8 Hauling of Spoils 407.64 LCY

9 Cushion Sand 2.31 CCY

10 Silt Fence 425 LF

11 Rock Berm 12 LF

Concrete

14 3/4" Edge Form 114 LF

15 4" Edge Form - LF

16 5" Edge Form 68.4 LF

17 8" Edge Form 155 LF


21 3000 psi Concrete 100 CY

22 3500 psi Concrete - CY


24 #3 Reincorcing - C Shape Ties 86 EA

25 #3 Reinforcing - Stirrup Ties 301 EA

26 #3 Reinforcing 680 Lbs







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30 6"x6" W1.4xW1.4 4.18 CSF

31 #4 - 24" Smooth Dowels 6 EA

32 #4 - 2' x 2' Hook Slab Reinforcing Bars 57 EA

33 #4 - 2' x 2' Corner Bars 220 EA

34 Dowel Sleeves 6 EA

35 1/2" Red Wood Expansion Joint 9 LF

36 Joint Sealant 9 LF

37 Subgrade Chairs 600 SF

38 10 Mil Poly Vapor Barrier 2486 SF

39 Control Joints 112 LF

40 Machine Trowel Finish 71 SF

41 Med Broom Finish 2415 SF

42 Sprayed Curing Compound 25 CSF

43 Tie wire 70 lbs

43 Burlap Curing 25 CSF

Masonry

44 8x8x16 CMU Normal Weight Blocks 3360 EA

45 4x8x16 Split Face CMU 956 EA

46 4x8x16 Smooth Single Scored CMU 878 EA

47 Cut Stone Drip Sill 282 LF

48 Cut Stone Lintel 72 LF

49 Cut Stone Shoulder Cap 5 EA

50 Fire Brick 110 SF

51 Flue Liner 13 VLF

52 3 1/2" x 3 1/2" x 1/4" Loose Lintels 63 LF

53 4" x 3 1/2" x 1/4" Loose Lintels - LF

54 7" x 4" x 3/8" Loose Lintels 18 LF

55 CMU Lintels - One Course 53.33 LF

56 Cmu Lintels - Two Courses 18 LF

57 #4 Lintel Reinforcing 100 Lbs


59 #4 - 4'-8" Dowels 61 EA






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61 #4 Corner Bars 40 EA


63 Horizontal Reinforcing 22.6 CLF

64 Wall Ties 190 C

65 3/4" Anchor Bolts 40 EA

66 Type S Mortar 236.45 CF

67 2500 psi Grout 755 CF

68 Cleaning Masonry 2900 SF

Carpentry

69 2x4 Treated Base Plate 180.67 BF

70 2x4 Studs 506.25 BF

71 2x4 Top Plates 361.33 BF

72 2x4 Purlins 474 BF

73 2x4 Spacers 906.67 BF

74 2x4 Bridging 748 BF



77 2x6 Studs 506.25 BF



80 2x6 Rafters - BF

81 2x10 Rafters 2266.67 BF

82 2x10 Fascia 426.67 BF

83 4x12 Rough Cut Cedar Beam - LF

84 6x6 Posts 26.25 LF

85 Simpson CC66 Post Cap 5 EA

86 3 - 1 3/4 x 16 LVL Ridge Beam 435 LF

87 3 - 1 3/4 x 16 LVL Beams - LF

88 Timber Truss Type T-2 2 EA


90 Simpson A34 Angles 135 EA

91 3/4" Plywood Sheathing - Walls 647 SF

92 1-1/2" Plywood Sheathing - Walls 647 SF

93 3/4" Plywood Sheathing - Roof/Ceiling 3517.5 SF





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94 1x2 Battens 215 BF

95 1x6 Trim 128 BF

96 8 3/4" x 8 3/4" x 1/4" Galvanized Steel Plates - EA

97 1/2" x 6" S.S. Thru Bolts - EA

98 1/2" x 4" S.S. Anchor Bolts 68 EA

99 Sheet Vapor Barrier - Walls - SF

100 Sheet Vapor Barrier - Roof 2800 SF

101 Plastic Laminate Counter Top 30 SF

102 Plastic Laminate Counter Top Back Splash 27 LF

103 2 x 8 Hip 90 LF

Thermal & Moisture Protection

104 3 1/2" Batt Insulation 647 SF

105 6" Batt Insulation - SF

106 2" Rigid Insulation - Walls 647 SF

107 2" Rigid Insulation - Roof/Ceiling 2800 SF

108 1/2" Cualking Bead 283 LF

Openings

109 3'x7' Type A Doors - EA

110 3'x7' Type B Doors 5 EA

Hardware Group 10 DOOR B1

112 1-1/2 PR Hinges 1 EA

113 Deadlock 1 EA

114 Push Plate 1 EA

115 Pull Plate 1 EA

116 Closer 1 EA

117 Kickplate 1 EA

118 Stop 1 EA

119 Threshold 1 EA

120 Sweep 1 EA

121 Silencer 3 EA







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123 Lockset 1 EA

124 OH Holder 1 EA

125 Threshold 1 EA

126 Sweep 1 EA

127 Seal 1 EA

128 Rain Drip 1 EA

Hardware Group 12 DOOR B3,B4

129 1-1/2 Pr Hinges 1 EA

130 Passage 1 EA

131 Closer 1 EA

132 Kickplate 1 EA

133 Stop 1 EA

134 Silencer 3 EA



136 1 Lockset 1 EA

137 1 Closer 1 EA

138 1 Kickplate 1 EA

139 Stop 1 EA

140 Threshold 1 EA

141 Sweep 1 EA

142 Seal 1 EA

143 3'x7' Type SH Window 10 EA

144 Type Fixed Window - EA

145 Sky Lights - EA

Finishes

146 CMU Deco Finish 1638 SF

147 Ceramic Tile - Walls 388 SF

148 Ceramic Tile - Floors - SF

149 Wood Stain & Varnish - Walls (Interior) 647 SF

150 Wood Stain & Varnish - Walls (Exterior) 647 SF

151 Wood Stain & Varnish - Ceiling 897 SF





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152 Paint - Doors - Type B 147 SF

153 Paint - Frames - Type B 125.3 LF

154 Paint - Louvers & Vents - SF

155 Stain Concrete Floor 1900 SF

156 Seal Concrete Floor 1942 SF

Specialties and Accessories

157 Lockers 22 EA

158 Benches 5 EA

159 36" Grab Bars 3 EA


161 Mirrors 80 SF

162 Toilet Compartments 2 EA

163 ADA Toilet Compartments 1 EA

164 Urinal 1 EA

165 Urinal Screen 1 EA

166

Paper Towel Dispenser/Waste Receptacle

Combo 1 EA

167 Paper Towel Dispenser 2 EA

168 Towel Bar 2 EA

169 Toilet Tissue Dispenser 2 EA

170 Liquid Soap Dispenser - Wall Mounted 2 EA

171 Liquid Soap Dispenser - Counter Top Mounted 2 EA

172 Diaper Changing Station 1 EA

173 Shelf Unit 1 EA

174 Mop and Broom Holder 1 EA

175 Robe Hook 2 EA

176 Shower Compartments 2 EA

177 Shower Curtain Rod 2 EA

178 Shower Curtain w/ Stainless Steel Hooks 2 EA

179 Exhaust fan 1 EA

ELECTRICAL

180 Description Details Numbers





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181 special mtd surface light 12 ea

182

WALL BRACKET INCANDESCENT OR HID FIXTURE 4 EA

183 INCANDESCENT OR HID LTG FIXTURE 2 EA

184 TOGGLE SWITCH 4 EA

185 3 WAY TOGGLE SWITCH 4 EA

186 DIMMER SWITCH 1 EA

187 OCCUPANCY/MOTION SWITCH 1 EA

188

FLOURESCENT NIGHTLIGHT OR EMERGENCY LIGHT 27 EA

189 FIRE ALARM AUXILIARY RELAY 1 EA

190 HUNTER CEILING FAN(5) 2 EA

191 POWER

192

DUPLEX RECEPTAGLE MOUNTED HORIZONT 13 EA

193 GROUND FAULT INTERRUPTER 8 EA

194 SMOKE DETECTOR 2 EA

195 RADIANT FLOOR HEAT CABLE 4 EA

196 TELEPHONE WALL OUTLET 1 EA

197 MOUNT DISCONNECT 1 EA

198 Weatherproof Receptable WP 3 ea

199 HD 48" 2 ea

PLUMBING

200 Description Quantity Units

201 3/4" Dia Pipe 117.46 LF

202 1" Dia Pipe 62.99 LF

203 1-1/4" Dia Pipe 18.66 LF

204 1-1/2" Dia Pipe 71.54 LF

205 2" Dia Pipe 140.53 LF

206 4" Dia Pipe 222.14 LF

FIXTURES

Details Description Numbers

207 floor drain(finished areas) FD 1 4

208 floor drain(mechanical rooms) FD 2 4

209 double yard cleanout DYCO 1





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210 value in box VIB 1

211 water closet WC 3

212 shower stall(48*35) SH 1 2

213 shower stall(62*34.25) SH 2 1

214 TMV 2

215 gas water heater GWH 1

216 floor cleanout FCO 1

217 lavatory L 2

218 vent through roof 2" VTR 1


220 wall hydrant (exterior surface mounted) WH-1 2

221 wall hydrant (interior washdown) WH-2 1

Alternate Bid no. 1

Earthworks

Sno Item Description Quantity Units

1 Site Stripping - Top Soil 82.28 BCY

2 Site Leveling - Excavation 0 BCY

3 Site Leveling - Backfill & Compaction 52.2 CCY

4 Building Pad - Excavation 156.58 BCY

5 Building Pad - Select Fill 52.2 CCY

6 Bulding Pad - Grade Beam Trenching 57.08 BCY

7 Backfill & Fine Grade Site 84.5 BCY

8 Hauling of Spoils 274.8 LCY

9 Cushion Sand 2.72 CCY

10 Silt Fence 425 LF

11 Rock Berm 12 LF

Concrete





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14 3/4" Edge Form 114 LF


16 5" Edge Form 68.4 LF

17 8" Edge Form 155 LF


21 3000 psi Concrete 98 CY



24 #3 Reincorcing - C Shape Ties 86 EA

25 #3 Reinforcing - Stirrup Ties 301 EA





30 6"x6" W1.4xW1.4 3.56 CSF

31 #4 - 24" Smooth Dowels 6 EA

32 #4 - 2' x 2' Hook Slab Reinforcing Bars 57 EA

33 #4 - 2' x 2' Corner Bars 220 EA

34 Dowel Sleeves 6 EA

35 1/2" Red Wood Expansion Joint 9 LF

36 Joint Sealant 9 LF

37 Subgrade Chairs 600 SF

38 10 Mil Poly Vapor Barrier 2486 SF

39 Control Joints 112 LF

40 Machine Trowel Finish 71 SF

41 Med Broom Finish 2415 SF

42 Sprayed Curing Compound 25 CSF

43 Tie wire 70 lbs

43 Burlap Curing 25 CSF

Masonry

44 8x8x16 CMU Normal Weight Blocks 3360 EA

45 4x8x16 Split Face CMU 956 EA

46 4x8x16 Smooth Single Scored CMU 878 EA





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47 Cut Stone Drip Sill 282 LF

48 Cut Stone Lintel 72 LF

49 Cut Stone Shoulder Cap 5 EA

50 Fire Brick 110 SF

51 Flue Liner 13 VLF

52 3 1/2" x 3 1/2" x 1/4" Loose Lintels 63 LF

53 4" x 3 1/2" x 1/4" Loose Lintels - LF

54 7" x 4" x 3/8" Loose Lintels 18 LF

55 CMU Lintels - One Course 53.33 LF

56 Cmu Lintels - Two Courses 18 LF



59 #4 - 4'-8" Dowels 61 EA




63 Horizontal Reinforcing 22.6 CLF

64 Wall Ties 190 C

65 3/4" Anchor Bolts 40 EA

66 Type S Mortar 236.45 CF

67 2500 psi Grout 755 CF

68 Cleaning Masonry 2900 SF

Carpentry


70 2x4 Studs 506.25 BF


72 2x4 Purlins 474 BF

73 2x4 Spacers 906.67 BF

74 2x4 Bridging 748 BF



77 2x6 Studs 506.25 BF






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80 2x6 Rafters - BF

81 2x10 Rafters 2266.67 BF

82 2x10 Fascia 426.67 BF

83 4x12 Rough Cut Cedar Beam - LF

84 6x6 Posts 26.25 LF

85 Simpson CC66 Post Cap 5 EA

86 3 - 1 3/4 x 16 LVL Ridge Beam 435 LF

87 3 - 1 3/4 x 16 LVL Beams - LF



90 Simpson A34 Angles 135 EA

91 3/4" Plywood Sheathing - Walls 647 SF

92 1-1/2" Plywood Sheathing - Walls 647 SF

93 3/4" Plywood Sheathing - Roof/Ceiling 3517.5 SF

94 1x2 Battens 215 BF

95 1x6 Trim 128 BF

96 8 3/4" x 8 3/4" x 1/4" Galvanized Steel Plates - EA

97 1/2" x 6" S.S. Thru Bolts - EA

98 1/2" x 4" S.S. Anchor Bolts 68 EA

99 Sheet Vapor Barrier - Walls - SF

100 Sheet Vapor Barrier - Roof 2800 SF

101 Plastic Laminate Counter Top 30 SF

102 Plastic Laminate Counter Top Back Splash 27 LF

103 2 x 8 Hip 90 LF

Thermal & Moisture Protection

104 3 1/2" Batt Insulation 647 SF

105 6" Batt Insulation - SF

106 2" Rigid Insulation - Walls 647 SF

107 2" Rigid Insulation - Roof/Ceiling 2800 SF

108 1/2" Cualking Bead 283 LF





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Openings

109 3'x7' Type A Doors - EA

110 3'x7' Type B Doors 5 EA



113 Deadlock 1 EA

114 Push Plate 1 EA

115 Pull Plate 1 EA

116 Closer 1 EA

117 Kickplate 1 EA

118 Stop 1 EA

119 Threshold 1 EA

120 Sweep 1 EA

121 Silencer 3 EA



123 Lockset 1 EA

124 OH Holder 1 EA

125 Threshold 1 EA

126 Sweep 1 EA

127 Seal 1 EA

128 Rain Drip 1 EA

Hardware Group 12 DOOR B3,B4


130 Passage 1 EA

131 Closer 1 EA

132 Kickplate 1 EA

133 Stop 1 EA

134 Silencer 3 EA







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136 1 Lockset 1 EA

137 1 Closer 1 EA

138 1 Kickplate 1 EA

139 Stop 1 EA

140 Threshold 1 EA

141 Sweep 1 EA

142 Seal 1 EA

143 3'x7' Type SH Window 10 EA

144 Type Fixed Window - EA

145 Sky Lights - EA

Finishes

146 CMU Deco Finish 1638 SF

147 Ceramic Tile - Walls 388 SF

148 Ceramic Tile - Floors - SF

149 Wood Stain & Varnish - Walls (Interior) 647 SF

150 Wood Stain & Varnish - Walls (Exterior) 647 SF

151 Wood Stain & Varnish - Ceiling 897 SF

152 Paint - Doors - Type B 147 SF

153 Paint - Frames - Type B 125.3 LF

154 Paint - Louvers & Vents - SF

155 Stain Concrete Floor 1900 SF

156 Seal Concrete Floor 1942 SF

Specialties and Accessories

157 Lockers 22 EA

158 Benches 5 EA



161 Mirrors 80 SF

162 Toilet Compartments 2 EA

163

Paper Towel Dispenser/Waste Receptacle

Combo 1 EA

164 Paper Towel Dispenser 2 EA





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165 Towel Bar 2 EA

166 Toilet Tissue Dispenser 2 EA

167 Liquid Soap Dispenser - Wall Mounted 2 EA

168 Liquid Soap Dispenser - Counter Top Mounted 2 EA

169 Sanitary Napkin Vendor 3 EA

170 Sanitary Napkin Disposal 3 EA

171 Diaper Changing Station 1 EA

172 Shelf Unit 1 EA

173 Mop and Broom Holder 1 EA

174 Robe Hook 2 EA

175 Shower Compartments 2 EA

176 Shower Curtain Rod 2 EA

177 Shower Curtain w/ Stainless Steel Hooks 2 EA

178 Exhaust fan 1 EA

ELECTRICAL

179 Description Details Numbers

180 special mtd surface light 12 ea

181

WALL BRACKET INCANDESCENT OR HID FIXTURE 4 EA

182 INCANDESCENT OR HID LTG FIXTURE 2 EA

183 TOGGLE SWITCH 4 EA

184 3 WAY TOGGLE SWITCH 4 EA

185 DIMMER SWITCH 1 EA

186 OCCUPANCY/MOTION SWITCH 1 EA

187

FLOURESCENT NIGHTLIGHT OR EMERGENCY LIGHT 27 EA

188 FIRE ALARM AUXILIARY RELAY 1 EA

189 HUNTER CEILING FAN(5) 2 EA

POWER

190

DUPLEX RECEPTAGLE MOUNTED HORIZONT 13 EA

191 GROUND FAULT INTERRUPTER 8 EA

192 SMOKE DETECTOR 2 EA





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193 RADIANT FLOOR HEAT CABLE 4 EA

194 TELEPHONE WALL OUTLET 1 EA

195 MOUNT DISCONNECT 1 EA

196 Weatherproof Receptable WP 3 ea

197 HD 48" 2 ea

PLUMBING

198 Description Quantity Units

199 3/4" Dia Pipe 117.46 LF

200 1" Dia Pipe 62.99 LF

201 1-1/4" Dia Pipe 18.66 LF

202 1-1/2" Dia Pipe 71.54 LF

203 2" Dia Pipe 140.53 LF

204 4" Dia Pipe 222.14 LF

FIXTURES

Details Description Numbers

205 floor drain(finished areas) FD 1 4

206 floor drain(mechanical rooms) FD 2 4

207 double yard cleanout DYCO 1

208 value in box VIB 1

209 water closet WC 3

210 shower stall(48*35) SH 1 2

211 shower stall(62*34.25) SH 2 1

212 TMV 2

213 gas water heater GWH 1

214 floor cleanout FCO 1

215 lavatory L 2



218 wall hydrant (exterior surface mounted) WH-1 2

219 wall hydrant (interior washdown) WH-2 1





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APPENDIX J: DETAILED ESTIMATE

Top Soil

top soil area of building including 3' boundary line 3315.67

depth 0.67

volume

2221.499 CF

82.28 CY

site levelling

Men’s barracks CF CY

Volume 1 cut 514 19.04

Volume 2 fill 330 12.22




cut volume 19.04

fill volume 49.30

TOTAL 51.89 CCY

levelling of barracks

finished floor elevation= 806.15 required level=805.73

assume the required level as 804.5 level finished level area cut or fill vol of cut/fill

806.25 805.73 66.8 0.52 34.736 805 805.73 1914 -0.73 -1397.22

803.5 805.73 414 -2.23 -923.22 802.5 805.73 92 -3.23 -297.16

haul out -2582.864

-95.66162963 CY





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EXCAVATION FOR SPECIAL FILL

FROM SHEET C-11 AVERAGE EXISTING LEVEL 805

FINISHED FLOOR ELEVATION 806.15

DEPTH OF TOP SOIL TO BE STRIPED 8"

EXISTING GROUND DEPTH AFTER REMOVAL OF TOP SOIL 805-8"= 804.33

REQUIRED FILL PAD DEPTH 801.73

DEPTH OF TOP SOIL TO BE EXCAVATED 2.6

BUILDING AREA 2486.8

VOLUME OF EXCAVATION 6465.68 CF

TOTAL 239.47 CY

EXCAVATION FOR FOOTINGS

Footings length (LF) width(LF) depth(LF) volume(CF) VOLUME(CY)

footing 1 167 1.33 2.08 461.99 17.11

footing 3 63.00 1 2.08 131.04 4.85

footing 5 167.00 1 2.08 347.36 12.87

footing 6 73.00 1 2.08 151.84 5.62

footing 7 73.00 1 2.08 151.84 5.62

footing 8 3.00 1.33 2.08 8.30 0.31

footing 9 5.00 2 2.08 20.80 0.77

footing 10 18.00 1.33 2.08 49.80 1.84

footing 11 18.00 1.5 2.08 56.16 2.08

footing 12 18 4.33 2.08 162.12 6.00

TOTAL 1541.24 57.08





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backfill

building area

sum 2486.8

depth 4

volume 9947.2

volume(CY) 368.4148148

volume after compaction(CCY) 387.81





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APPENDIX K: LIST OF MAJOR EQUIPMENT AND MAJOR CONSTRUCTION MATERIAL

List of Major Equipment & Construction Materials

Planning of equipments:

Planning and scheduling the equipment needed along with machinery should he carried out with much concerns,

as the cost of each equipment has a direct correlation to the increased cost of performing the activity. Hence, the

projects should be planned so that the use of the machinery can be maximized during a given period of time,

making it as cost-effective as possible for the benefit of us.

In this project, we Universal Contractors own a roller, compactor and backhoe loader, we will just rent an auger

boring machine for future uses.

Methodology:

The suitable applications and procedures are to be identified during construction stage in order to ensure a co-

ordinated and timely project

We decided to have a subcontractor for steel structure, masonry, landscaping and electrical works Earthwork,

concrete, carpentry and painting will be done by our company.





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APPENDIX L: HIGH LEVEL PIE CHART SCHEDULES

Abatement And Demolition

2%Earth work

4% Cast-in-place-Concrete5%

Concrete Masonry Units10%

Carpentry4%

Trusses0%

Termite Protection0%Metal Roofing

3%

Radiant Heating 3%

Mechanical3%

Plumbing 2%

Electrical 9%Accessories and

Specialties2%

Doors and Windows2%

Architectural finishes 2%

For Men’s Barrack50%

HIGH LEVEL PIE CHART SCHEDULE

Abatement And Demolition

Earth work

Cast-in-place-Concrete

Concrete Masonry Units

Carpentry

Trusses

Termite Protection

Metal Roofing

Radiant Heating

Mechanical

Plumbing

Electrical

Accessories and Specialties

Doors and Windows

Architectural finishes

For Men’s Barrack





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APPENDIX M: SITE VISIT REPORT AND PHOTOGRAPHS

Site Photographs:

Project Cleburne State Park concessions/Bathhouse & Group Camp Implements

Project Number: 101855 Estimator: Managing Director

Site Visit not done but collected photos from online sources.

Participants: Ritesh Kumar Arjun Singh, Mansoor Taj Mohammed, Chetan Biradar, FNU Shaik Johnny Basha, Shivam

Patel, Rajesh Donka

Site Address: 5800 Park Road 21. Cleburne. Texas 76033

History of Cleburne State Park

Cleburne State Park is a 528-acre park that encompasses a lively 116-acre, spring-fed lake. Located southwest of

Fort Worth in Johnson County, the park was acquired from the city of Cleburne and private owners in 1935-36 and

was opened in 1938.

The region surrounding Cleburne State Park was a favorite hunting ground for many Indian tribesmen, since it was

composed of dense woods surrounded by plains and included several clear springs. The Comanches used this area

as a trail from the northwest to raid the homesteads in the south. The Indians would lead two fresh horses as they

rode a third one, switching to a fresh horse as each was winded. In this manner, they would escape their pursuers.

Their concealed trail was last used for a raid on Kimbell, which was built in 1851 and was the first town in Johnson

County. Kimbell was established on the Chisholm Trail at its crossing on the Brazos River. Vast herds of cattle from

thesouthern ranches in Texas crossed at Kimbell Bend going north to the markets. The park, located eight miles

north of Kimbell Bend, was also a good campsite for the cowboys who drove cattle on the Chisholm Trail.

In 1934, this beautiful valley of springs was recognized as a picturesque place for a park. A group of local

businessmen, interested in its development, secured it for the State Parks Board to establish a state park. In

1935, Civilian Conservation Corps Company 3804 of the federal government moved into the park site to start

developing a park.





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The men built a small earthen dam to impound the park's 116-acre lake, with a beautiful masonry, three-level

spillway, and then cleared a three-mile scenic roadway around the lake. A concession building, boathouse and

bathhouse were built in 1936, with additions in 1940.

The park residence, water tower and interior furnishings display a variety of handcrafted wood and metal

ornaments.

Summary:

Cleburne Slate Park photos gave us much knowledge and a brief idea about how the state park’s barrack is going to

be constructed and also we learnt team work. As the photos were there we were able to comprehend our projects

plan with the available photos. We have attached the photos below. Our proposal is going to reflect the bid

documents and we hope that we did a good job.

Figure 1 Shows a view from the outside





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Figure 2





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Figure 3





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Figure 4 Show the inside view of the Carpentry works

Source: http://tpwd.texas.gov/state-parks/cleburne/fees-facilities/group-facilties

http://tpwd.texas.gov/state-parks/cleburne/fees-facilities/group-facilties





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APPENDIX N: TIMBERLINE OUTPUT

APPENDIX N TIMBERLINE OUTPUT





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APPENDIX O: ONSCREEN TAKEOFF OUTPUT

Single Scored CMU





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Split Face CMU





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Slab On Grade





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Masonry





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APPENDIX P: MAP OF SITE RELATED TO COMPANY OFFICE

Our company ‘’Universal Contractors’’ is located at 57.1 miles from the construction site we can reach the place in

around 1.30 hours if we take highway 67.





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APPENDIX Q: COPIES OF CORRESPONDENCE WITH CONTRACT ADMINISTRATOR

Query List

Mr. Agustin Villafana

Project Manager

UTA Parks and Wlidlife

Cleburne, Texas 76033

Sub: Cleburne State Park Concession/Bathhouse & Group Camp Improvements Project NO: 101885

Dear Dr. Villafana

I would like to take this opportunity to excess how grateful all of us at Universal Contractors have been given the

opportunity to bid for UTA parks and Wildlife’s Cleburne State Park Concession/Bathhouse & Group Camp

Improvements. My team have come across with few doubts while reviewing the plans and the specifications of the

project. The list in the things for which clarification is required have been prepared in the form of a query list in the

following page. I would appreciate if you could get back to us at your earliest convenience

Thank You

Regards

Universal Contractors





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APPENDIX R: COPIES OF CORRESPONDENCE WITH SUPPLIER AND SUBCONTRACTOR

25th November 2016

Mr. Agustin Villafana

Project Manager

UT Arlington.

Texas 76013

Subject: Reminder to Submit Bid for project owned by TWPD

Project Name: Improvements to Park Structures-Concessions/Bathhouse

Project Number: 101855

Address: 5800 Park Rd 21. Cleburne, Texas 76033

Project contact: FNU Shaik Johnny Basha- Senior Estimator. Ph 684-256-9464.

Dear Mr Villafana,

You are invited to submit a sealed bid for the construction of the project.

This project involves rejuvenating the existing camping barrack which is located at Cleburne State Park in Cleburne,

Texas.

The Scope is to be in accordance with the project’s document plans and specifications

We need the Supply of all steel and concrete work required for the project and supply all necessary material

required for all Landscaping. Painting. Carpentry. Steel framing, Electrical and Masonry work as shown in the plans

Copies of the entire plan set including drawings and specifications are available in this attachment. They can also

be viewed online at http:[email protected]





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Please email your bid no later than 5:20 PM. 30th November 2016 to [email protected]

Thank you

Kindly acknowledge this invitation and let me know if you would or would not be interested in bidding for this

project

Regards,

FNU Shaik Johnny Basha

Senior Estimator, Universal Contractors





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APPENDIX S: LETTER OF REFERENCE

From

Tim Byrne

Chief Executive Officer

Lincoln Property Company Dallas, Texas

Re: Reference for Universal Contractors

To whomsoever it may concern

I Highly recommend Universal Contractors as general contractor. We are Builders of residential communities and

we have worked with Universal Contractors a lot of times, recently on our residential apartment named 404

Border Apartment in Arlington which is completed in 2015. They are currently providing the pre-construction

services for our new residential apartment in Austin.

404 Border apartments was a challenging project and Universal Contractors was valuable throughout every phase.

They provide us with detailed estimates and they are very flexible when any additional funding resources were

brought in the last minute. 404 Border Apartments having a tight budget and a challenging site, and Universal

Contractors completed the construction on time and within the limit of the budget. Universal Contractor’s staff are

professional, organized and has very good relationships with the representatives of various funding resource

I am very confident that Universal Contractors will be an excellent choice of your team and you will be satisfied

with their work. If you have any question fell free to contact me at (757)-768-8767

Sincerely,

Tim Byrne

Chief Executive Officer

Lincoln Property Company





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APPENDIX T: MWBE AFFIDAVIT

Dec 2nd , 2016

Re:

Project Name: Cleburne State Park Concession/Bathhouse & Group Camp Improvements

Owner Project Number: 101855

OCT Project Number: A232670

This letter serves to certify that Universal Contractors. Bid complies with the city of Cleburne’s requirement that

15% of project total cost be awarded to Minority/Women Owned or Disadvantage Business. Universal Contractors

anticipates the following Minority/Women Owned or Disadvantaged Business participation for the UTA Parks and

Wildlife

IN WITNESS WHEREOF, I have hereunto set my hands this 2nd day of December 2016.

Name: UNIVERSALCONTRACTORS





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APPENDIX U: PROOF OF INSURANCE





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APPENDIX V:CERTIFICATE OF INSURANCE

APPENDIX V CERTIFICATE OF INSURANCE





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APPENDIX W: PERFORMANCE BOND

APPENDIX W PERFORMANCE BOND





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APPENDIX X: PAYMENT BOND

APPENDIX X PAYMENT BOND





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APPENDIX Y: CONTRACTORS PROGRESS PAYMENT AFFIDAVIT

APPENDIX Y CONTRACTORS PROGRESS PAYMENT AFFIDAVIT





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APPENDIX Z: CONTRACTORS FINAL PAYMENT AFFIDAVIT

APPENDIX Z CONTRACTORS FINAL PAYMENT AFFIDAVIT





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APPENDIX AA: CONSENT OF SURETY COMPANY TO FINAL PAYMENT

APPENDIX AA CONSENT OF SURETY COMPANY TO FINAL PAYMENT





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APPENDIX AB: HUB SUB-CONTRACTING PLAN

APPENDIX AB HUB SUB-CONTRACTING PLAN





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APPENDIX AC: AGREEMENT BETWEEN OWNER AND CONTRACTOR

APPENDIX AC AGREEMENT BETWEEN OWNER AND CONTRACTOR





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APPENDIX AD: CONTRACTORS QUALIFICATION STATEMENT

APPENDIX AD CONTRACTORS QUALIFICATION STATEMENT





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APPENDIX AE: BID BOND





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APPENDIX AF: PLANS





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APPENDIX AG: ADDENDA

TEXAS PARKS AND WILDLIFE DEPARTMENT

CLEBURNE STATE PARK – MEN’S BARRACKS

Addendum No 002 TPWD is issuing the following Addendum No 002 with the intent of answering questions that have been posted by any and all interested bidders. Any changes identified as part of this addendum shall be incorporated into the project documents and supersede the information on the project plans and specifications as applicable. 1. What is the scope of our project? Do we need to consider the alternatives A, B and C for the bidding? The scope of this project is limited to the work associated with the Men’s Barrack and Women’s Barrack, all other alternatives are not part of this project. 2. Do we need to consider the demolition of existing buildings for the bidding purpose? Yes, existing structures in the way of your construction must be appropriately removed. Please note that the existing structures contain environmental issues and as such must be abated per state and federal guidelines. 3. Should we consider the gravel below slab on grade? And what is the thickness of gravel? There is no drainage gravel layer below the slab. Construct the slab per the details in the drawings. 4. Should we consider the demolition of existing bathroom, ramp and stairs, retain existing structures? See answer to question 2 above. 5. Drawing S-0 shows that depth of select fill below slab on grade for barracks is 4 feet. But if I see the depth of all grade beams in drawing S-3, maximum depth is 2’6” less than the depth of selected fill. So how should we consider the excavation of grade beam means in option 1 – should we neglect the excavation of grade beam as the depth of selected fill is greater than the depth any grade beam. Or in option 2 – after excavating for selected fill we will fill it on the whole barrack building foot print and excavate again for grade beam? Means and methods of construction are left to the contractor’s discretion; however, contractors must abide by the project plans and specifications. In reference to the select fill, the project requires that 4-feet of select material must be built up as the building pads for the barracks. 6. Do we have to use 3000psi grade concrete for every concrete component? Concrete strength is to be per the project plans and specifications; reference the appropriate plan sheets and specification sections for the required concrete strength.





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7. As part of the Bid package all interested bidders must also include the attached bid schedule completed accompanied by supporting calculations, diagrams, or notes. Make clear which calculation, diagram, or note pertains to each bid schedule quantity by labeling each with the corresponding bid schedule ID so that reviewers can easily verify the quantity provided.

Contact Information: For any questions contact Agustin Villafana, [email protected]. ISSUING AGENCY: Texas Parks and Wildlife Department, Infrastructure Division

Addendum No 003

TPWD is issuing the following Addendum No 003 with the intent of clarifying discrepancies in the project

documents. Any changes identified as part of this addendum shall be incorporated into the project documents

and supersede the information on the project plans and specifications as applicable.

1. Provide the following Toilet Accessories/Specialties for the project, final location of these items to be field verified at a later date:

Base Bid:

36” Grab Bars 3 EA


Paper Towel Dispenser/Waste Receptacle Combo 1 EA

Paper Towel Dispenser 2 EA

Towel Bar One for each shower

Toilet Tissue Dispenser 2 EA

Liquid Soap Dispenser - Wall Mounted One for each shower

Liquid Soap Dispenser - Counter Top Mounted 2 EA

Diaper Changing Station 1 EA

Shelf Unit 1 EA

Mop and Broom Holder 1 EA

Robe Hook One for each shower

Shower Curtain Rod One for each shower

Shower Curtain w/ Stainless Steel Hooks One for each shower

Alternate #1 Bid:



Paper Towel Dispenser/Waste Receptacle Combo 1 EA

Paper Towel Dispenser 2 EA

Towel Bar One for each shower





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Toilet Tissue Dispenser 2 EA

Liquid Soap Dispenser - Wall Mounted One for each shower

Liquid Soap Dispenser - Counter Top Mounted 2 EA

Sanitary Napkin Vendor 3 EA

Sanitary Napkin Disposal 3 EA

Diaper Changing Station 1 EA

Shelf Unit 1 EA

Mop and Broom Holder 1 EA

Robe Hook One for each shower

Shower Curtain Rod One for each shower

Shower Curtain w/ Stainless Steel Hooks One for each shower

Contact Information: For any questions contact Agustin Villafana, [email protected].

ISSUING AGENCY: Texas Parks and Wildlife Department, Infrastructure Division

Addendum No 004

TPWD is issuing the following Addendum No 004 with the intent of clarifying discrepancies in the project

documents. Any changes identified as part of this addendum shall be incorporated into the project documents

and supersede the information on the project plans and specifications as applicable.

1. TPWD anticipates issuing NTP for the Men’s Barracks on January 16, 2017. 2. If Alternate No 1 is also accepted the successful contractor will have the option of starting the Women’s

Barrack construction concurrently. If awarded Alternate No 1 NTP will also be January 16, 2017.

Contact Information: For any questions contact Agustin Villafana, [email protected].

ISSUING AGENCY: Texas Parks and Wildlife Department, Infrastructure Division







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APPENDIX AH: OVERHEAD CALCULATIONS

The Over-Head Percentage is 10.5%





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APPENDIX AI: GENERAL REQUIREMENTS

Subcontract Total

Unit Price Subtotal Unit Price Subtotal Unit Price Subtotal

1 Project Manager 1 No's 10,000$ 50,000$ 50,000$

2 Office Engineer 1 No's 6,000$ 30,000$ 30,000$

3 Site Engineer 1 No's 6,500$ 32,500$ 6,500$

4 Book Keepers 1 No's 2,300$ 11,500$ 11,500$

5 Foremen 2 No's 4,500$ 45,000$ 45,000$

6 Admin 1 No's 3,500$ 17,500$ 17,500$

7 Training of Employees 1 No's 2,500$ 12,500$ 1,000$

8 Vehicles (Including Fuel) 1500 gal 1.9$ 2,850.0$ 2,850$

9 Project Staff Food 250 ea 100.0$ 25,000.0$ 25,000$

10 Safety Equipments (Helmets, Glove etc.) 25 sets $150 $3,750 3,750$

11 Office Trailer 2 ea $2,500 $5,000 5,000$

12 Storage Boxes 6 Months $130 $780 780$

13 Water Suppliers (Drinking) 3 ea $200 $600 600$

14 First Aid Kit 5 ea $150 $750 750$

15 Fire Extinguisher 4 ea $50 $200 200$

16 Utilities 2 ea $1,600 $3,200 4,800$

17 Phone 6 Months $50 300 300$

18 Site Clean 2 No's $450 $900 900$

19 Baricades 20 ea 31 620$

20 Insurances 70$

21 Mobile Toilets at site 3 800$ 2,400$

22 Charitable Contribution 2,000$

23 Legal and Professional Fees(Tax preparation, licence fees etc.) 5,000$

Total 199,900$ 31,800.0$ $10,630 216,520$

Division General Requirements

Main Office Personnel

Field Personnel

Miscellaneous

Travel

Equipments

Labor Material Equipment

Item No Description Qty Units

Cleburne State Park Concession Bathhouse & Group Camp Improvements

Documents