CE 592 - Estimation Planning & Control Term Project

BLACKBOX CONSTRUCTION, LLC.

CE 592

CONSTRUCTION ESTIMATING, PLANNING, AND CONTROL

FALL 2016

PORTERS NECK ELEMENTARY SCHOOL

Abhishek Singh Parth Malhotra Rakeshkumar ‘Ron’ Patel Sai Ruthvik Pabolu Varun Kumar Sampath

BLACK BOX CONSTRUCTION, LLC. 3320, INDEPENDENCE DRIVE

RALEIGH, NC – 27606

Table of Contents

BID FORMS .............................................................................................................. i

SECTION 1 PROJECT DATA ...................................................................................... 1

1.1 Project Details

1.2 Proposed Construction Team .......................................................................... 2

1.2.1 Meet Our President ................................................................................. 3

1.2.2 Estimator ................................................................................................. 3

1.2.3 Project Manager ...................................................................................... 3

1.2.4 Project Superintendent ............................................................................ 3

1.2.5 Project Engineer....................................................................................... 3

SECTION 2 EXECUTIVE SUMMARY........................................................................ 10

2.1 Project Description ....................................................................................... 10

2.2 Project Description ....................................................................................... 11

2.3 Summary of Main Findings ........................................................................... 12

2.4 Closing Statement ........................................................................................ 13

2.5 Required Bid Documents ............................................................................. 13

SECTION 2 ESTIMATE ............................................................................................ 14

3.1 Rough Order Magnitude Estimate ................................................................ 14

3.2 Summary of Bid ............................................................................................ 17

3.3 Detailed Bid ................................................................................................. 18

3.4 Company Overhead ..................................................................................... 20

3.5 Sales History ................................................................................................ 22

3.6 Labor Burden ............................................................................................... 23

3.7 General Conditions ...................................................................................... 41

SECTION 4 SCHEDULE ........................................................................................... 42

4.1 Work Breakdown Structure .......................................................................... 42

4.2 Schedule ...................................................................................................... 44



SECTION 5 PROJECT CONTROLS ........................................................................... 46

5.1 Schedule of Values ....................................................................................... 46

5.2 Cash Flow Analysis ....................................................................................... 49

5.3 Value Engineering ........................................................................................ 52

SECTION 6 Appendix ............................................................................................ 54

6.1 Adjusted Sub-contractor Bid Values ............................................................. 54

6.2 Detailed Estimates ....................................................................................... 65

6.2.1 Detailed Estimate for Concrete ...................................................................... 65

6.2.2 Detailed Estimate for Masonry ....................................................................... 66

6.2.3 Detailed Estimate for Paving.......................................................................... 67

6.2.4 Summary of Site Work ................................................................................. 68

6.2.5 Detailed Estimate for Wood Shelving ............................................................... 81

6.2.6 Detailed Estimate for Fire Sprinklers ................................................................ 82

6.2.7 Detailed Estimate for Painting ........................................................................ 83

6.2.8 Detailed Estimate for PVC Roofing .................................................................. 84

6.2.9 Detailed Estimate for Stage Flooring ................................................................ 85

6.2.10 Detailed Estimate for ACM Panel ................................................................... 86

6.2.11 Detailed Estimate for Operable Partition ......................................................... 87

6.2.12 Detailed Estimate for Basket Ball Goals ........................................................... 88

6.2.13 Detailed Estimate for Lockers ....................................................................... 89

6.2.14 Detailed Estimate for HVAC ......................................................................... 90

6.2.15 Detailed Estimate for Safety Padding ............................................................ 109

6.2.16 Detailed Estimate for Traffic Coatings ........................................................... 111

6.2.17 Detailed Estimate for Acoustic Ceiling ........................................................... 112

6.2.18 Detailed Estimate for Acoustic Wall Units ...................................................... 113



6.2.19 Detailed Estimate for Landscaping and Irrigation ............................................. 114

6.2.20 Detailed Estimate for Final Electricity ........................................................... 115

6.2.21 Detailed Estimate for Spray Fireproofing ....................................................... 115

6.2.22 Detailed Estimate for Structural steel ........................................................... 116

6.2.23 Detailed Estimate for Aluminum Canopies ..................................................... 117

6.2.24 Detailed Estimate for Flagpoles .................................................................. 118

6.2.25 Detailed Estimate for Ceramic Tiles .............................................................. 119

6.2.26 Detailed Estimate for Misc Firestopping ........................................................ 120

6.2.27 Detailed Estimate for Display Cases.............................................................. 121

6.2.28 Detailed Estimate for Louvers .................................................................... 122

6.2.29 Detailed Estimate for Spray Foam Beam Infill .................................................. 123

6.2.30 Detailed Estimate for Foam Insulation .......................................................... 125

6.2.31 Detailed Estimate for Dry Wall- Wall ............................................................ 127

6.2.32 Detailed Estimate for Dry Wall-Ceilings ......................................................... 128

6.2.33 Detailed Estimate for Framing .................................................................... 131

6.2.34 Detailed Estimate for Inwall Blocking ............................................................ 132

6.2.35 Detailed Estimate for Fiber Cement ............................................................. 133

6.2.36 Detailed Estimate for Security .................................................................... 134

6.2.37 Detailed Estimate for Communication .......................................................... 135

6.2.38 Detailed Estimate for Fire Alarm ................................................................. 136



SECTION 1 – PROJECT DATA

1.1 Project Details:

Project Name:

Porters Neck Elementary School

Owner:

New Hanover County Schools

General Contractor:

Black Box Construction, LLC.

Architect:

LS3P Associates Ltd.

Civil:

Paramounte Engineering, Inc.

Structural:

Woods Engineering, PA

Fire Protection:

Robert E. Porterfield

Plumbing/Mechanical:

Cheatham and Associates, PA

Electrical:

Cheatham and Associates, PA



1.2 Proposed Construction Team

1.2.1 Meet our President:

Rakeshkumar ‘Ron’ Patel Company President

Ron started his career 26 years ago, as a project engineer. He worked for two construction companies in capacities of a project engineer and eventually project manager before starting Black Box Construction in 1997. Under the leadership of Ron, the company has established itself as an esteemed general contractor in the residential, commercial, and institutional sectors.

Ron has an MS degree in Structural Engineering from North Carolina State University and he is currently pursuing his doctorate degree (PhD) from North Carolina State University.

Ron can be reached at [email protected]



1.2.2 Project Manager:

Parth Malhotra Project Manager

After completing his MS in Construction Engineering from North Carolina State University, Parth joined the company in 2001 and has been working with the company ever since. Out of his total experience of 16 years, Parth has worked in the capacity of a project engineer for 3 years, as a Assistant Project Manager for 4 years and for the past 7 years, he has been working as the Project Manager for the company. In addition to his responsibilities as a Project Manager, he also oversees the development of our safety program.

Parth can be reached at [email protected]



1.2.3 Estimator:

Abhishek Singh Chief Estimator

Abhishek has worked in the construction industry since he was 16 years old. His father had a construction business his home country of India and Abhishek used to work for him since he was in high school. After graduating with a Bachelor’s degree in Civil Engineering from National Institute of Technology – India, he worked as a Project Engineer for three years on an airport project before moving to US for his master’s degree in Construction Engineering from NCSU. After completing his masters’ degree, Abhishek worked in Turner for 3 years as a Estimator and as a Senior Estimator for 4 years at Bechtel.

Abhishek joined the Black Box team in 2007 as a Chief Estimator. His vast experience in the construction industry and his expertise in project management are one of the biggest assets of our company. He is also currently developing a pull based workflow system to introduce lean construction principles in our company.

Abhishek can be reached at [email protected]



1.2.4 Project Superintendent:

Varun Kumar Sampath Project Superintendent

Varun has been with Black Box Construction since its inception in 1997 and has been instrumental in the success of some of our most prestigious projects. Varun began his career at Samet to support himself while concurrently pursuing his master’s degree at North Carolina State University with full time course load. Upon graduating, Varun continued to work with Samet for 12 years before joining Black Box in 2012. Varun is a thorough team player and has exceptional communication skills. He has diverse problem solving and analytical skills which enable him to maintain the schedule on the most complex and challenging projects.

Varun can be reached at [email protected]



1.2.5 Project Engineer:

Sai Ruthvik Pabolu Project Engineer

Ruthvik joined the Black Box family in the Summer of 2012 as an intern while he was pursuing his construction engineering degree at North Carolina State University. Upon graduation, Ruthvik began working full time as a project engineer with Black Box Construction. Ruthvik has worked on estimating, CAD drawings, submittals, change order, safety orientations, task co-ordination and personnel management. Ruthvik has been also involved in labor productivity studies and he has also been doing research on ways to reduce construction wastage and improve labor productivity while concurrently working towards his P.E. certification.

Ruthvik can be reached at [email protected]



1.3 About our Company

In July ,1997 Mr. Rakeshkumar ‘Ron’ Patel, with a loan of $25,000 from his father established the company in his garage. The company initially began as a masonry sub-contractor and quickly proliferated in to a general contracting company. Over the years, the company has grown from a residential contractor in to a diversified company with experience in building commercial, institutional, and public buildings.

Black Box Construction specializes in construction of high end residential homes, shopping malls, schools, libraries, museums, theaters, and courthouses.

Since, 2012 the company has grown about twice in size and we expect it to grow with the same pace in future with the vision to be North Carolina’s premier construction organization by achieving extraordinary results for our customers, building satisfying careers for our people, and earning a fair return on the value we deliver.

Our mission and core values are a starting point that help clearly define who we are and what we stand for as a company. They underlie the passion that drives us to be better and different; they allow us the freedoms of our entrepreneurial organization, where people can make a difference with their ideas and hard work

Mission: To be the preeminent provider of superior construction services by consistently improving the quality of our services; to add value for clients through innovation, foresight, integrity, and to serve with character and purpose.

Core Values:

Ethics We are uncompromising in our integrity, honesty, and fairness.

Safety & Health We are relentless in keeping people safe from harm, and we provide a healthy work environment.

Quality We are passionate about excellence and doing our work right the first time. Our reputation depends on our delivered value in the eyes of every customer and community.

People We inspire each other with important work full of purpose, challenging development opportunities, and rewarding careers. We aspire to be the employer of choice in our industry.

Relationships We build positive, long-term relationships with our customers, joint-venture partners, subcontractors, suppliers, and colleagues that are built on trust, respect, and collaboration.



1.3.1 Past Projects:

Davidson Middle School

Value: $14.1 million

Location: Thomasville, NC

Brunswick County Court House


Location: Bolivia, NC

Hodgson Residence

Value: $8 million

Location: Wilmington, NC



Fairfield Inn and Suite, Merrett


Myrtle Beach, SC

Status: Under Construction.

Completion date: April 20,2017.

Status on November 2,2016 4:35:02pm

Product at Completion



SECTION 2 – EXECUTIVE SUMMARY

2.1 Project Description

Black Box Construction was presented with the opportunity to develop a bid proposal for providing construction services for the Porters Neck Elementary School to be built in Wilmington, NC. The project is a two storey 81,201 SF school.

The project delivery method for the project is Design-Bid-Build with a Single Prime Bid contract. This report contains information on the project estimation, schedule, building system, cost summaries, client information, project delivery system, and staffing organization.

The following items are required to be provided to the owner before commencement of construction:

1. A bid for furnishing general contracting services that includes all labor, equipment, materials, and subcontracting work for the complete scope of work as per the construction documents provided.

2. A work breakdown structure of all the activities required to complete the project. 3. A list of activities with the quantities, productivity and estimated duration needed for the

completion of each activity required to complete the project. 4. A verifiable Activity on Node (AON) diagram that details the logic sequence of the entire

construction process. 5. A CPM schedule for the project to identify the critical path for the project. 6. A schedule of values, schedule of estimated payments and a cash flow that details the flow

of money throughout the duration of project. 7. Value engineering suggestions that could be beneficial for the owner.



2.2 Project Description:

One most important aspects of a construction project are to form an effective project team to manage the construction project effectively. The decisions made by the project team towards the management of the project ultimately impact the construction of the project. Effective management ensures on-schedule and on-budget completion of the project which is crucial for any project.

At Black Box Construction, our team recognizes the importance of the Porters Neck Elementary School project. The school is significant for the nearby community since will impact the development of children of the community.

The team at Black Box Construction adopted the following process for the completion of the scope of work of the project:

1. A detailed study of the construction documents and specification was carried out to effectively plan the scope of work.

2. The team developed pricing for various items included in the scope of work by performing detailed quantity take-offs for the self-performed work and by obtaining prices from sub-contractors for the sub-contracted work.

3. A bid was prepared by incorporating the required company overhead, profit, and contingency to the direct costs. A schedule of values was also concurrently developed.

4. The sub-contractor bids received had the sub-contractor general conditions listed as a separate item. The general conditions were proportionally distributed among the activities and the cost was adjusted for January 2017 (Refer to Appendix, )

5. Upon finalizing the cost estimate, the team started the development of a construction schedule. A work breakdown structure was developed from which the activities were logically laid out to obtain a construction schedule and the critical path for the project was identified. The schedule was developed using Primavera P6.

6. After the schedule was developed, the team focused on developing the project cash flow. The project cash flow is a representation of the expected inflow-outflow of money during the execution of the project.

7. In the final stages of the process, value engineering alternatives were discussed and the most beneficial suggestions were incorporated in the project manual subjected to the approval of the owner/architect.



2.3 Summary of Main Findings:

Black Box Construction is pleased to provide a Single Prime Bid of $ 14,263,759 for the construction of Porters Neck Elementary School at 416 Edgewater Club Road, Wilmington, NC 28411. Please refer to Section 3, Page 14 for Bid Summary details.

The project consists of the construction of a new 80,349 sf elementary school including complete site development, roadway improvements, utilities, structural concrete, masonry and steel construction, roofing, exterior and interior finishes, equipment, fixtures, furnishing, and complete fire sprinkler, plumbing, HVAC, and electrical systems.

The Single Prime Bid provided is based on documents developed by LS3P Associates Ltd., dated August 10, 2015. The bid also incorporates adjustments in the scope of work as per Addendum 1, Addendum 2 and Addendum 3, dated August 21, 2015; August 28, 2015 and September 4, 2015 respectively.

As per the construction schedule developed for the project based on the scope of work, the estimated duration for the project is 554 Calendar Days (19 Months). Refer to Section 4, for the CPM Schedule

The project cash flow based on the 19-month project duration can be found in Section 5.2

For Value Engineering suggestions, refer to Section 5.4

For additional references, such as back-up documentation and detailed quantity take-offs, refer to Section 6, Appendix



2.4 Closing Statement:

Black Box Construction is pleased to submit the bid proposal for general contracting services for the Porters Neck Elementary School. Our team recognizes the objectives and significance of the project and its impact on the future of the community.

Porters Neck Elementary School is a critical project for the development of the community and the future of the children of the community. A project of such significance requires a contractor who has prior experience in delivering similar projects and who is recognized for the quality of its work. Black Box Construction has worked throughout North Carolina on a wide variety of projects. More importantly, our team has prior experience of constructing public and institutional buildings such as courthouses, libraries, and schools. Our previous school project, Davidson Middle School located in Thomasville, NC was very similar in scope with the proposed project and we believe that our experience from the project would be tremendously beneficial in the successful delivery of the proposed project.

Our stellar past performance coupled with an extremely talented and dedicated core team makes us one of the frontrunners for this project. At Black Box Construction, we always put our customers first. Customer Satisfaction and Relationships has always been the priority for the company.

We hope that our bid proposal meets your expectations and we look forward to the opportunity to present our work and highlight our project management approach for the project



SECTION 3 - ESTIMATE

3.1 Rough Order of Magnitude Estimate

A rough order of magnitude estimate is used to provide an approximate value of final construction. It is much easier and faster to arrive upon when compared to detailed estimates and is typically used in the conceptual phase, to determine project feasibility. Its accuracy is around ±20% as compared to detailed estimate.

The RS Means Building Construction Cost database provides us with data to calculate ROM for typical building construction in the United States of America. It correlated 4 different factors with the built-up space and does not include the cost of land, A/E fee and other supplemental. These factors essentially include quality of construction, size of built up area, project location and time of construction. It is important to include all these factors to arrive upon the ROM to customize the costs for our project. RS Means costs are based on a typical size project on an average city in the US.

The following process with direct us through determining ROM for our project

The following parameters have been identified from the bid documents and will enable us to arrive upon the ROM.

Parameter Constraint Construction Size 81,201 sq. ft. Quality High (Includes Site Work & Equipment) Location Wilmington, NC Time of Construction January 2017

Quality Factor

Size Factor

Location Factor

Time Factor

ROM Value



Using RS Means data,

Per sq. ft. cost of construction:

Per sq. ft. cost for “high” quality construction for Elementary School from RS Means is $172

Size modifier:

Typical size of an elementary school from RS Means is 41,000 sq. ft. The proposed building area is 80,201 sq. ft. Size factor = Proposed building area / Typical Size Size factor = 81,201 sq. ft. / 41,000 sq. ft. Size factor = 1.98

The size modifier (cost multiplier) for the size factor of 1.98 as per the cost modifier curve is 0.95

Location modifier

Wilmington City Cost Index = 81.0 Location modifier, Wilmington = (City Cost Index Wilmington)/ (Average city USA cost index)

= 81.0 / 100 = 0.81

The location modifier for Wilmington, NC is equal to 0.81 Time modifier

Using data from ENR over RS Means for higher accuracy, the time modifier for January 2017 has been derived as follows:

May 2016 = 5,637

June 2016 = 5,636;

July 2016 = 5,660;

Aug 2016 = 5,670; ∆ Average = 11 January 2017 = July 2016 + 6 * 11 January 2017 = 5726

∆ = -1

∆ = 24

∆ = 10



Time modifier = January 2017 Index / January 2015 Index Time modifier = 5726/5497 Time modifier = 1.04 The time modifier to adjust cost for October 2016 is equal to 1.04 ROM = Size of the building (sq. ft.) * Per square feet cost * location modifier * Size modifier *

Time modifier

ROM = 81,201 sq. ft. * $172 * 0.81 * 0.95 * 1.04 ROM = $ 11, 177, 168

Rough Order Magnitude Estimate

1 Square footage of building (sq. ft.) 81,201

2 Per sq ft. cost ($/sq ft) $172

3 Location Modifier 0.81

4 Size Modifier 0.95

5 Time Modifier 1.04

Total ROM $11,177,168

From the above calculations, the rough order magnitude estimate for the proposed school building is $11,177,168.

BLACK BOX CONSTRUCTION, LLC.

DIV Description Material ($) Labor ($) Equipment ($) Subcontractors ($) Sub-Total($)

1 General Conditions $17,806.25 $593,719.63 $56,133.73 $256,279.02 $923,938.63

2 Site Work $635,979.72 $350,787.98 $282,351.74 $0.00 $1,269,119.44

3 Concrete $253,516.49 $161,570.86 $4,938.51 $0.00 $420,025.86

4 Masonry $359,985.57 $423,520.56 $0.00 $0.00 $783,506.13

5 Metals $990,402.42 $990,402.42

6 Wood, Plastics and Composites $216,290.00 $216,290.00

7 Thermal and Moisture Protection $444,863.24 $444,863.24

8 Openings $379,003.57 $379,003.57

9 Finishes $1,391,528.89 $1,391,528.89

10 Specialities $632,261.56 $632,261.56

11 Equipment $259,075.18 $259,075.18

12 Furnishings $75,178.28 $75,178.28

14 Conveying Equipment $251,217.60 $251,217.60

21 Fire Supression $1,054,680.98 $1,054,680.98

22 Plumbing $629,995.43 $629,995.43

23 HVAC $1,470,781.29 $1,470,781.29

27 Communications $383,335.93 $383,335.93

28 Electronic Safety and Security $59,013.86 $59,013.86

32 Exterior Improvements $266,385.12 $266,385.12

33 Utilities $397,860.98 $397,860.98

Total Direct Cost $12,298,464.40

Company Overhead (CoOH) (7.98% of Direct Cost) $981,417.46

Profit (4% of Direct Cost) $491,938.58

Contingency (4% of Direct Cost) $491,938.58

Total Mark-Up (15.98% of Direct Cost) $1,965,294.61$14,263,759

For General Conditions, Refer to Page 41

For Company Overhead Calculation, Refer to Page 20

Total Project Cost (BID VALUE)

3.2 SUMMARY OF BID

17


DIV Direct Cost Material Labor Equipment Subcontractors Sub-TotalDIV 1 General Conditions $ 923,938.63

Field Supervision $0.00 $582,734.13 $31,208.67 $0.00 $613,942.80Site Office $0.00 $0.00 $8,281.40 $14,156.67 $22,438.06Site Access $17,806.25 $10,985.50 $3,960.00 $0.00 $32,751.75Temporary Utilities/Storage $0.00 $0.00 $9,298.67 $52,814.67 $62,113.33Site Construction Facilities $0.00 $0.00 $0.00 $13,000.00 $13,000.00Small Tools and Equipments $0.00 $0.00 $2,000.00 $0.00 $2,000.00Permits $0.00 $0.00 $1,385.00 $176,307.68 $177,692.68

DIV 2 Site Work $1,269,119.44Grading, Stone, Paving, Utilities, Survey $285,107.65 $319,240.44 $255,057.98 $0.00 $859,406.07Paving $333,758.88 $23,250.24 $27,293.76 $0.00 $384,302.88Termite Treatment $17,113.19 $8,297.30 $0.00 $0.00 $25,410.49

DIV 3 Concrete $420,025.86Spread Footings $10,636.98 $6,166.37 $37.51 $0.00 $16,840.86Reinforcment for Spread Footings $808.70 $682.34 $0.00 $0.00 $1,491.05Strip Footings $38,750.40 $24,335.25 $0.00 $0.00 $63,085.65Elevated Slabs $32,600.88 $17,311.32 $131.41 $0.00 $50,043.61Slab on Grade $82,588.90 $43,855.34 $332.92 $0.00 $126,777.16Stair Concrete $2,308.18 $549.24 $158.37 $0.00 $3,015.79Site Concrete Aggregate $14,783.95 $11,638.43 $629.10 $0.00 $27,051.49Site Concrete $56,304.84 $55,361.18 $0.00 $0.00 $111,666.02Precast Material and Erection $14,733.66 $1,671.38 $3,649.19 $0.00 $20,054.23

DIV4 Masonry $783,506.13Masonry (CMU) $189,036.33 $255,440.03 $0.00 $444,476.35Anchor Bolts for Brick Vaneer $7,707.96 $5,180.76 $12,888.72Brickwork $163,241.28 $162,899.77 $326,141.06

DIV 5 Metals $990,402.42Structural and Misc Steel $968,749.28 $968,749.28Misc. Steel $18,997.30 $18,997.30Column Covers $2,655.84 $2,655.84

DIV 6 Wood, Plastics and Composites $216,290.00Millwork and Window Seals $216,290.00 $216,290.00

DIV 7 Thermal and Moisture Protection $444,863.24Waterproof Membrane & Sheet Waterproofing $14,216.20 $14,216.20Extensions Joints/Caulking $14,665.68 $14,665.68Roof Nailers $33,889.12 $33,889.12Traffic Coatings $6,045.52 $6,045.52PVC Roofing $242,340.65 $242,340.65ACM Panel $44,746.63 $44,746.63Roof Expansion Joints $7,642.58 $7,642.58Spray Foam Beam Infill $3,645.17 $3,645.17Foam Insulation $77,671.70 $77,671.70

DIV 8 Openings $379,003.57Coiling Doors $25,150.00 $25,150.00Aluminum Storefront $349,886.80 $349,886.80Louvers $3,966.77 $3,966.77

DIV 9 Finishes $1,391,528.89Dry Wall- Wall $168,206.60 $168,206.60Dry Wall-Ceilings $8,701.55 $8,701.55Framing $100,372.15 $100,372.15Inwall Blocking $18,207.59 $18,207.59Fiber Cement $4,726.14 $4,726.14ACT Ceilings $600,630.30 $600,630.30ACT Wall Panels $17,207.64 $17,207.64Ceramic Tiles $82,043.97 $82,043.97VCT Tile $175,504.69 $175,504.69Carpet Tiling $20,575.40 $20,575.40Stage Flooring $6,350.29 $6,350.29Painting $140,135.40 $140,135.40Wall Graphics $3,018.00 $3,018.00Wall Padding $32,923.09 $32,923.09Window Treatments $12,926.09 $12,926.09

3.3 DETAILED ESTIMATE BY DIVISION

18


DIV 10 Specialities $632,261.56Hollow Metal, Wood Dorrs, Toilet Part, Toilet acc, FEC $271,248.79 $271,248.79Signage and Marquee $24,850.21 $24,850.21Basket Ball Goals $6,514.59 $6,514.59Lockers $1,355.25 $1,355.25Banners $672.98 $672.98Operable Partititon $124,399.16 $124,399.16Aluminum Canopies $190,735.40 $190,735.40Flagpoles $12,485.18 $12,485.18

DIV 11 Equipment $259,075.18Food Service Equipment $227,356.00 $227,356.00Kiln $4,315.74 $4,315.74Residential Appliances $7,492.69 $7,492.69Stage Curtains, Folding Stages, Cubicle Curtains $19,910.75 $19,910.75

DIV 12 Furnishings $75,178.28Wood Shelving $70,340.78 $70,340.78Display Cases $4,837.50 $4,837.50

DIV 14 Conveying Equipment $251,217.60Elevators $251,217.60 $251,217.60

DIV 21 Fire Supression $1,054,680.98Spray Fireproofing $449,541.93 $449,541.93Misc Firestopping $195,558.75 $195,558.75Fire Sprinklers $409,580.29 $409,580.29

DIV 22 Plumbing $629,995.43Plumbing System Sub-Contract $629,995.43 $629,995.43

DIV 23 HVAC $1,470,781.29HVAC System Sub-Contract $1,470,781.29 $1,470,781.29

DIV 26 Electrical $383,335.93Electrical System Sub-Contract $383,335.93 $383,335.93

DIV 27 Communications $59,013.86Communication System $59,013.86 $59,013.86

DIV 28 Electronic Safety and Security $266,385.12Fire Alarm $146,465.21 $146,465.21Security $119,919.91 $119,919.91

DIV 32 Exterior Improvements $397,860.98Fencing $35,284.98 $35,284.98Landscaping and Irrigation $362,576.00 $362,576.00

19

CASH FLOW

Activities SOV Work Type 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17General Conditions 516,978$ Self Performed 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ Site work 284,695$ Self Performed 284,695$ Grading and Footing Excavation 444,319$ Self Performed 133,296$ 311,023$ Utility Pipelines 199,935$ Self Performed 119,961$ 79,974$ Foundation 166,970$ Self Performed 166,970$ Steel 894,611$ Sub-Contracted 894,611$ Concrete Slab 246,949$ Sub-Contracted 49,390$ 197,559$ Caulking 12,706$ Sub-Contracted 12,706$ Masonary 620,758$ Sub-Contracted 248,303$ 372,455$ H.V.A.C 1,274,271$ Sub-Contracted 127,427$ 318,568$ 318,568$ 318,568$ 191,141$ Plumbing 736,769$ Sub-Contracted 221,031$ 294,708$ 221,031$ Electrical 353,999$ Sub-Contracted 106,200$ 247,799$ Elevator 217,653$ Sub-Contracted 217,653$ Exterior Finishings 1,183,747$ Sub-Contracted 591,874$ 591,874$ Brick Veneer 951,998$ Sub-Contracted 380,799$ 571,199$ Roof 303,662$ Sub-Contracted 242,929$ 60,732$ Partition walls 145,297$ Sub-Contracted 58,119$ 36,324$ 36,324$ 14,530$ Dry Wall 209,668$ Sub-Contracted 146,767$ 62,900$ Speciality Rough-ins 729,034$ Sub-Contracted 218,710$ 291,613$ 218,710$ Interior finishes 1,256,042$ Sub-Contracted 125,604$ 62,802$ 125,604$ 502,417$ 314,010$ 125,604$ Door and Windows 453,716$ Sub-Contracted 45,372$ 90,743$ 45,372$ 272,230$ Paint 147,507$ Sub-Contracted 44,252$ 103,255$ Exterior Landscaping 334,828$ Sub-Contracted 284,604$ 50,224$ Hardware 258,876$ Sub-Contracted 194,157$ 64,719$ Miscellaneous 62,809$ Sub-Contracted 3,140$ 6,281$ 53,387$ Kitchen Appliances 274,652$ Sub-Contracted 274,652$ Cleaning 6,378$ Self Performed 6,378$ Final Punch List 117,650$ Self Performed 117,650$

570,263$ 423,308$ 199,281$ 976,312$ 490,879$ 1,598,469$ 1,860,448$ 840,668$ 681,907$ 697,804$ 799,949$ 877,994$ 700,027$ 581,194$ 836,689$ 271,282$ DC as a % of SOV (85%) (1) 484,723$ 359,812$ 169,389$ 829,865$ 417,248$ 1,358,699$ 1,581,380$ 714,568$ 579,621$ 593,134$ 679,956$ 746,295$ 595,023$ 494,015$ 711,186$ 230,590$ COOH as a % of SOV (10%) (2) 57,026$ 42,331$ 19,928$ 97,631$ 49,088$ 159,847$ 186,045$ 84,067$ 68,191$ 69,780$ 79,995$ 87,799$ 70,003$ 58,119$ 83,669$ 27,128$ P+C as a & of SOV (5%) (3) 28,513$ 21,165$ 9,964$ 48,816$ 24,544$ 79,923$ 93,022$ 42,033$ 34,095$ 34,890$ 39,997$ 43,900$ 35,001$ 29,060$ 41,834$ 13,564$ $ paid or spent by the GC 541,750$ 402,143$ 189,317$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 139,892$ $ paid or spent by subs 896,801$ 435,640$ 1,487,850$ 1,736,730$ 767,939$ 617,116$ 632,219$ 729,256$ 803,398$ 634,330$ 521,439$ 764,159$ 117,826$ $ Billed to the client 570,263$ 423,308$ 199,281$ 976,312$ 490,879$ 1,598,469$ 1,860,448$ 840,668$ 681,907$ 697,804$ 799,949$ 877,994$ 700,027$ 581,194$ 836,689$ 271,282$ % Retained by the client (5%) 57,026$ 42,331$ 19,928$ 97,631$ 49,088$ 159,847$ 186,045$ 84,067$ 68,191$ 69,780$ 79,995$ 87,799$ 70,003$ 58,119$ 83,669$ 27,128$ Money Received from client 513,236$ 380,978$ 179,353$ 878,681$ 441,792$ 1,438,622$ 1,674,403$ 756,601$ 613,716$ 628,024$ 719,954$ 790,194$ 630,024$ 523,075$ 753,020$ 244,154$ $ Billed by subs to GC 896,801$ 435,640$ 1,487,850$ 1,736,730$ 767,939$ 617,116$ 632,219$ 729,256$ 803,398$ 634,330$ 521,439$ 764,159$ 117,826$ % Retained by GC on Sub (5%) 89,680$ 43,564$ 148,785$ 173,673$ 76,794$ 61,712$ 63,222$ 72,926$ 80,340$ 63,433$ 52,144$ 76,416$ 11,783$ Total amount of money paid to sub by GC 807,121$ 392,076$ 1,339,065$ 1,563,057$ 691,145$ 555,405$ 568,997$ 656,330$ 723,059$ 570,897$ 469,295$ 687,743$ 106,044$ Net Paid or spent by GC -$ 541,750 $ 111,093 $ 191,660 $ 148,658 $ 40,864 $ 19,020 $ 68,862 $ 80,651 $ 34,761 $ 27,616 $ 28,332 $ 32,928 $ 36,440 $ 28,432 $ 23,084 -$ 74,615 $ 364,287Cumulative of net paid by GC -$ 541,750 -$ 430,656 -$ 238,996 -$ 90,338 -$ 49,474 -$ 30,454 $ 38,408 $ 119,058 $ 153,819 $ 181,435 $ 209,767 $ 242,695 $ 279,135 $ 307,567 $ 330,651 $ 256,036 $ 620,324

GC is going to submit the bills at end of every month and GC will get paid after one month of the billing.Subcontractor will submit their bill at end of each month and will get paid by GC after one month of billing.Retainage will be 5% for the GC and Subcontractor.

-$ 600,000

-$ 400,000

-$ 200,000

$ 0

$ 200,000

$ 400,000

$ 600,000

$ 800,000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Series1


Q1 Q3 Q4

P1 P2 P3 P4 P5

Sales $12,200,000 $1,275,000 $2,335,000 $4,010,000 $1,130,000 $20,950,000PoOH $1,464,000 $153,000 $280,200 $481,200 $135,600 $2,514,000Labor $3,721,000 $318,750 $553,750 $1,223,050 $344,650 $6,161,200Materials $3,660,000 $372,500 $700,500 $1,203,000 $339,000 $6,275,000Equipment $1,586,000 $165,750 $303,550 $521,300 $126,900 $2,703,500Subcontractors - $63,519 $190,000 - - $253,519Direct Cost (DC) $10,431,000 $1,073,519 $2,028,000 $3,428,550 $946,150 $17,907,219CoOH $771,894 $62,420 $162,292 $271,285 $71,495 $1,339,386Profit $997,106 $139,061 $144,708 $310,165 $112,355 $1,703,395

$17,907,219

$1,339,386

$1,703,395

7.48

3.5 Sales History - 2015

Black Box Construction, LLC., Sales History - 2015

DescriptionQ2

Total

The increase of 0.5% is to take into consideration a 5% salary increase (An increase of $ 60,960) that is proposed for the employees and also the increase in the CoOH to account for increase in the cost of utilities such as Electricity, Internet, Legal Services, Maintenance costs, Insurance costs etc.

Total Direct Cost for 2015

Company Overhead for 2015

Profit

CooH as a percentage of Direct Costs

For, the school project we propose a CoOH of 7.98%

22


Employee Base Salary Rate Burdened Salary BurdenPresident $150,000 1.32 $197,714 $47,714CFO $120,000 1.34 $161,219 $41,219Sr .Estimator $85,000 1.42 $121,073 $36,073Estimator $75,000 1.37 $103,093 $28,093Sr. Scheduler $75,000 1.46 $109,740 $34,740Scheduler 65,000$ 1.41 $91,361 $26,361Safety Manager (60%) $34,800 1.80 $62,766 $27,966Office Manager $50,000 1.37 $68,316 $18,316Bid Co-ordinator $50,000 1.37 $68,316 $18,316Acountant $50,000 1.37 $68,316 $18,316Administrator $45,000 1.28 $57,412 $12,412HR $45,000 1.28 $57,412 $12,412Receptionist $37,440 1.40 $52,467 $15,027Total $882,240 $1,219,205 $336,965

Employee Base Salary Rate Burdened Salary BurdenProject Manager $75,000 1.56 $116,693 $41,693Field Superintendent $60,000 1.60 $96,011 $36,011Project Engineer $55,000 1.62 $88,834 $33,834General Superintendent (40% of Time)$26,000 1.59 $41,276 $15,276Safety Manager (40%) $23,200 1.80 $41,844 $18,644Total $239,200 $384,659 $145,459

General Superintendent - 40% on this project, 60% on other projects

3.6 Labor Burden

*Refer to Labor Burden Sheets for Calculations

Labor Burden (Part of PoOH)

Labor Burden (Part of CoOH)

Safety Manager - Base Salary - $58,000 is split 60% in Office and 40% in Field

23


Base Yearly Salary 150,000.00$ per yearEquivalent "Base" Wage Per Hour 72.12$ "Base" Hourly Wage 72.12$ per hour WORK DAYS:Contracted Work Hours (CWH) 52 weeks 40 hours/week 2080 hours per year 260This is the Hourly "Base" Rate Used for Labor Burden Calculation 72.12$

Vacation 10 days 8 hours/day 80 hours per yearHolidays 10 days 8 hours/day 80 hours per year

Sick Leave 5 days 8 hours/day 40 hours per yearCompany Wide Meetings/Employer Required Training 1 days 4 hours/day 4 hours per year

Bad Weather Minimum Show-Up Time 0 days 0 hours/day 0 hours per yearMorning Meetings 235 days 0 hours/day 0 hours per year

Rest Breaks 235 days 0 hours/day 0 hours per yearEffective Work Hours = Contracted - Unbillable 1876 hours per year

Company Paid Overtime Work Time (If Any) 0.0% as a % of CWH overtime rate 108.18$ per hourCompany Paid Overtime 0 hours/year per year -$ -$ per/hr

Company Paid Allowance for Use of Personal Car $0 per month per year -$ -$ per/hrCompany Paid Health Care Allowance* $300 per month per year 3,600.0$ 1.92$ per/hr

Company Paid Bonus 0 per month per year -$ -$ per/hrCost of Taxable, Company Paid, Allowances and Cash Equivalents 1.92$ per/hrHourly Rate a): Inclusive of Portion 1 (Used for Wcomp and Building Risk and Pub Liability Insurance Cost Calc) 74.04$ per/hrPreTax Payments Made By Employee for Insurance -$ per month per year -$ -$ per/hrHourly Rate b) Incluse of Portion 1 (Used for SS and Medicare Tax Calc) 74.04$ per/hr

Required Insurance and Taxes Enter EMR 0.85 per hourWorkers Compensation Ins. 1.50 1.275 % of Hourly Rate a) 0.94$ per hour

Builders Risk and Public Liability Ins. 8.00 per 1,000 of Hourly Rate a) 0.59$ per hourFederal Unemployment Tax 0.25 % 9,000.00$ is Co's Federal Tax Base 0.01$ per hour

State Unemployment Tax 3.00 % 24,400.00$ is Co's State Tax Base 0.39$ per hourSocial Security Tax 6.20 % of Hourly Rate b) 4.59$ per hour

Medicare, Medicaid Tax 1.45 % of Hourly Rate b) 1.07$ per hour Cost of Government Required Insurance and Taxes 7.60$ per/hrHourly Rate c): Inclusive of Portion 2 81.64$ per/hr

Vacation 80 hours 81.64$ per hour 6,531.3$ 3.48$ per/hrHolidays 80 hours 81.64$ per hour 6,531.3$ 3.48$ per/hr

Sick Leave 40 hours 81.64$ per hour 3,265.7$ 1.74$ per/hrCompany Wide Meetings/Training 4 hours 81.64$ per hour 326.6$ 0.17$ per/hr

Bad Weather Minimum Show-Up Time 0 hours 81.64$ per hour -$ -$ per/hrMorning Meetings 0 hours 81.64$ per hour -$ -$ per/hr

Rest Breaks 0 hours 81.64$ per hour -$ -$ per/hr 16,654.86$ 8.88$ per/hr

Hourly Wage d): Inclusive of Portion 3 90.52$ per/hr

Group Health Insurance (includes Dental)* 100.00$ per month 1,200.0$ per year 0.64$ per hour Disability Insurance (Short Term) 10.00$ per month 120.0$ per year 0.06$ per hourDisability Insurance (Long Term) 10.00$ per month 120.0$ per year 0.06$ per hour

401K 20.00$ per month 240.0$ per year 0.13$ per hour Company Provided Car 500.00$ per month 6,000.0$ per year 3.20$ per hour

Company Provided Cell Phone 70.00$ per month 840.0$ per year 0.45$ per hour Cost of Non-Taxable, Company Paid, Fringes 4.54$ per/hrHourly Wage e): Inclusive of Portion 4 95.06$ per/hr

BURDEN FOR THIS EMPLOYEE IS: 72.12$ "Base" Rate Compared To: 95.06$ 1.32

Labor Burden -President

Portion 1 of Labor Burden: Cost of Taxable, Company Paid, Cash Allowances and Other Taxable Cash Equivalents

Portion 2 of Labor Burden: Cost of Government Required Insurance and Taxes

Portion 3 of Labor Burden: Cost of Unbillable Time as a result of Company Provided BENEFITS and needed for OPERATIONS

Portion 4 of Labor Burden: Cost of Non Taxable, Company Paid, Fringes

Company Unbillable Paid Time: Unbillable Time as a result of Company Provided BENEFITS and needed for OPERATIONS

24















Sick Leave 40 hours 65.81$ per hour 2,632.3$ 1.40$ per/hrCompany Wide Meetings/Training 4 hours 65.81$ per hour 263.2$ 0.14$ per/hr


Rest Breaks 0 hours 65.81$ per hour -$ -$ per/hr per year 13,424.86$ 7.16$ per/hr




Company Provided Cell Phone 70.00$ per month 840.0$ per year 0.45$ per hour Cost of Non-Taxable, Company Paid, Fringes 4.54$ per/hrHourly Wage e): Inclusive of Portion 4 77.51$ per/hrBURDEN FOR THIS EMPLOYEE IS: 57.69$ "Base" Rate Compared To: 77.51$ 1.34


Labor Burden -Chief Financial Officer (CFO)





25








Company Paid Allowance for Use of Personal Car $250 per month per year 3,000.0$ 1.60$ per/hrCompany Paid Health Care Allowance* $300 per month per year 3,600.0$ 1.91$ per/hr







Sick Leave 40 hours 49.10$ per hour 1,963.9$ 1.04$ per/hrCompany Wide Meetings/Training 0 hours 49.10$ per hour -$ -$ per/hr






Company Provided Cell Phone 70.00$ per month 840.0$ per year 0.45$ per hour Cost of Non-Taxable, Company Paid, Fringes 3.89$ per/hrHourly Wage e): Inclusive of Portion 4 58.21$ per/hrBURDEN FOR THIS EMPLOYEE IS: 40.87$ "Base" Rate Compared To: 58.21$ 1.42


Labor Burden - Senior Estimator





26




















401K 20.00$ per month 240.0$ per year 0.13$ per hour Company Provided Cell Phone 30.00$ per month 360.0$ per year 0.19$ per hour

Cost of Non-Taxable, Company Paid, Fringes 1.09$ per/hrHourly Wage e): Inclusive of Portion 4 49.57$ per/hrBURDEN FOR THIS EMPLOYEE IS: 36.06$ "Base" Rate Compared To: 49.57$ 1.37

Labor Burden - Estimator






27


Base Yearly Salary 75,000.00$ per yearEquivalent "Base" Wage Per Hour 36.06$ "Base" Hourly Wage 36.06$ per hour WORK DAYS:Contracted Work Hours (CWH) 52 weeks 40 hours/week 2080 hours per year 260This is the Hourly "Base" Rate Used for Labor Burden Calculation 36.06$ Company Unbillable Paid Time: Unbillable Time as a result of Company Provided BENEFITS and needed for OPERATIONS



















Company Provided Cell Phone 70.00$ per month 840.0$ per year 0.45$ per hour Cost of Non-Taxable, Company Paid, Fringes 3.89$ per/hrHourly Wage e): Inclusive of Portion 4 52.76$ per/hr


Labor Burden - Senior Scheduler





28


Base Yearly Salary 65,000$ per yearEquivalent "Base" Wage Per Hour 31.25$ "Base" Hourly Wage 31.25$ per hour WORK DAYS:Contracted Work Hours (CWH) 52 weeks 40 hours/week 2080 hours per year 260This is the Hourly "Base" Rate Used for Labor Burden Calculation 31.25$ Company Unbillable Paid Time: Unbillable Time as a result of Company Provided BENEFITS and needed for OPERATIONS


















401K 20.00$ per month 240.0$ per year 0.13$ per hour Cost of Non-Taxable, Company Paid, Fringes 0.89$ per/hrHourly Wage e): Inclusive of Portion 4 43.92$ per/hr


Labor Burden - Scheduler





29






















Labor Burden - Office Manager





30






















Labor Burden - Bid Co-ordinator





31






















Labor Burden - Accountant





32








Company Paid Allowance for Use of Personal Car $0 per month per year -$ -$ per/hrCompany Paid Health Care Allowance* $0 per month per year -$ -$ per/hr

Company Paid Bonus 0 per month per year -$ -$ per/hrCost of Taxable, Company Paid, Allowances and Cash Equivalents -$ per/hrHourly Rate a): Inclusive of Portion 1 (Used for Wcomp and Building Risk and Pub Liability Insurance Cost Calc) 21.63$ per/hrPreTax Payments Made By Employee for Insurance -$ per month per year -$ -$ per/hrHourly Rate b) Incluse of Portion 1 (Used for SS and Medicare Tax Calc) 21.63$ per/hr






Sick Leave 40 hours 24.13$ per hour 965.4$ 0.51$ per/hrCompany Wide Meetings/Training 0 hours 24.13$ per hour -$ -$ per/hr







Labor Burden - Administrator





33








Company Paid Allowance for Use of Personal Car $0 per month per year -$ -$ per/hrCompany Paid Health Care Allowance* $0 per month per year -$ -$ per/hr

Company Paid Bonus 0 per month per year -$ -$ per/hrCost of Taxable, Company Paid, Allowances and Cash Equivalents -$ per/hrHourly Rate a): Inclusive of Portion 1 (Used for Wcomp and Building Risk and Pub Liability Insurance Cost Calc) 21.63$ per/hrPreTax Payments Made By Employee for Insurance -$ per month per year -$ -$ per/hrHourly Rate b) Incluse of Portion 1 (Used for SS and Medicare Tax Calc) 21.63$ per/hr













Labor Burden - HR





34


Equivalent Yearly Wage 37,440.00$ per yearEquivalent "Base" Wage Per Hour 18.00$ "Base" Hourly Wage 18.00$ per hour WORK DAYS:Contracted Work Hours (CWH) 52 weeks 40 hours/week 2080 hours per year 260This is the Hourly "Base" Rate Used for Labor Burden Calculation 18.00$ Company Unbillable Paid Time: Unbillable Time as a result of Company Provided BENEFITS and needed for OPERATIONS





Company Paid Overtime Work Time (If Any) 100.0 hours/year overtime rate 27.00$ per hourCompany Paid Overtime 100 hours/year per year 2,700.0$ 1.45$ per/hr

Company Paid Allowance for Use of Personal Car per month per year -$ -$ per/hrCompany Paid Health Care Allowance* per month per year -$ -$ per/hr








Bad Weather Minimum Show-Up Time 20 hours 21.75$ per hour 435.0$ 0.23$ per/hrMorning Meetings 0 hours 21.75$ per hour -$ -$ per/hr






Labor Burden - Receptionist





35





Bad Weather Minimum Show-Up Time 0 days 0 hours/day 0 hours per yearMorning Meetings 235 days 0.5 hours/day 117.5 hours per year

Rest Breaks 235 days 0.5 hours/day 117.5 hours per yearEffective Work Hours = Contracted - Unbillable 1645 hours per year










Bad Weather Minimum Show-Up Time 0 hours 36.54$ per hour -$ -$ per/hrMorning Meetings 117.5 hours 36.54$ per hour 4,293.2$ 2.61$ per/hr

Rest Breaks 117.5 hours 36.54$ per hour 4,293.2$ 2.61$ per/hr per year 15,894.03$ 9.66$ per/hr



401K 20.00$ per month 240.0$ per year 0.15$ per hour Company provided Pick up Truck 400.00$ 4,800.0$ 2.92$

Company provided cell phone 30.00$ 401K 20.00$ per month 240.0$ per year 0.15$ per hour

Cost of Non-Taxable, Company Paid, Fringes 4.09$ per/hrHourly Wage e): Inclusive of Portion 4 50.29$ per/hr


Labor Burden - Safety Manager (60% Office and 40% Site)





36




















401K 20.00$ per month 240.0$ per year 0.15$ per hour Cost of Non-Taxable, Company Paid, Fringes 1.02$ per/hrHourly Wage e): Inclusive of Portion 4 56.11$ per/hrBURDEN FOR THIS EMPLOYEE IS: 36.06$ "Base" Rate Compared To: 56.11$ 1.56

Labor Burden - Project Manager





37






















Labor Burden - General Superintendent





38






















Labor Burden - Field Superintendent





39






















Labor Burden - Project Engineer





40


Material Labor Equipment Subcontractor Sub-Total Unit Unit Cost Unit Quantity Unit Material Labor Equipment Subcontractor Total Field Supervision $ 613,942.80

General Superitendent $ 8,877.50 $ 8,877.50 per month $ 295.92 per day 0.4 Ea. 554 -$ 65,575.13$ -$ -$ 65,575.13$

Field Superintendent $ 8,000.00 $ 8,000.00 per month $ 266.67 per day 1 Ea. 554 -$ 147,733.33$ -$ -$ 147,733.33$

Safety Manager $ 8,700.00 $ 8,700.00 per month $ 290.00 per day 0.4 Ea. 554 -$ 64,264.00$ -$ -$ 64,264.00$ Project Manager $ 9,100.00 $ 9,100.00 per month $ 303.33 per day 1 Ea. 554 -$ 168,046.67$ -$ -$ 168,046.67$ Project Engineer $ 7,425.00 $ 7,425.00 per month $ 247.50 per day 1 Ea. 554 -$ 137,115.00$ -$ -$ 137,115.00$ Cellphones $ 50.00 $ 50.00 per month $ 1.67 Ea. 3.8 Ea. 554 -$ -$ 3,508.67$ -$ 3,508.67$ Company vehicles $ 400.00 $ 400.00 per month $ 13.33 Ea. 3.4 Ea. 554 -$ -$ 25,114.67$ -$ 25,114.67$ Ipad $ 35.00 $ 35.00 per month $ 1.17 Ea. 4 Ea. 554 -$ -$ 2,585.33$ -$ 2,585.33$

Site Office $ 22,438.06 Office set up $ 2,500.00 $ 2,500.00 Ea. $ 2,500.00 Ea. 1 Ea. - -$ -$ -$ 2,500.00$ 2,500.00$

Office Trailer Rental $ 300.00 $ 300.00 per month $ 10.00 per day 1 Ea. 554 -$ -$ -$ 5,540.00$ 5,540.00$

Office removal $ 1,500.00 $ 1,500.00 Ea. $ 1,500.00 Ea. 1 Ea. - -$ -$ -$ 1,500.00$ 1,500.00$ Office Equipment Rental $ 250.00 $ 250.00 per month $ 8.33 per day 1 Ea. 554 -$ -$ -$ 4,616.67$ 4,616.67$ Office activity chart/board $ 25.00 $ 25.00 Ea. $ 25.00 Ea. 1 Ea. - -$ -$ 25.00$ -$ 25.00$ Plan review TV (1) $ 400.00 $ 400.00 Ea. $ 400.00 Ea. 1 Ea. - -$ -$ 400.00$ -$ 400.00$ Office clean up/weekly $ 200.00 $ 200.00 per month $ 28.57 per week 1 Ea. 554 -$ -$ 304.40$ -$ 304.40$ Drinking Water $ 50.00 $ 50.00 per month $ 1.67 per day 1 Ea. 554 -$ -$ 923.33$ -$ 923.33$ Under counter refrigerator(1) $ 150.00 $ 150.00 Ea. $ 150.00 Ea. 1 Ea. - -$ -$ 150.00$ -$ 150.00$ Electricity and supply $ 150.00 $ 150.00 per month $ 5.00 per day 1 Ea. 554 -$ -$ 2,770.00$ -$ 2,770.00$ Display Monitors $ 100.00 $ 100.00 Ea. $ 100.00 Ea. 2 Ea. - -$ -$ 200.00$ -$ 200.00$ Office Supplies $ 90.00 $ 90.00 per month $ 3.00 per day 1 Ea. 554 -$ -$ 1,662.00$ -$ 1,662.00$ Internet $ 100.00 $ 100.00 per month $ 3.33 per day 1 Ea. 554 -$ -$ 1,846.67$ -$ 1,846.67$

Site Access $ 32,751.75 Temporary Access road/Parking $ 3.70 $ 2.69 $ 0.51 $ 6.90 SY $ 6.90 SY 2000 SY - 7,400.00$ 5,380.00$ 1,020.00$ -$ 13,800.00$ Construction Fence an Erosion Devices

$ 3.75 $ 2.02 $ - $ 5.77 LF $ 5.77 LF 2775 LF - 10,406.25$ 5,605.50$ -$ -$ 16,011.75$

Temporary Fall Protection(5) 200.00$ $ 200.00 Ea $ 200.00 Ea 5 Ea. - -$ -$ 1,000.00$ -$ 1,000.00$ Temporary Ladders(8) 70.00$ $ 70.00 Ea $ 70.00 Ea 8 Ea. - -$ -$ 560.00$ -$ 560.00$ Safety protection equipments(10) 100.00$ $ 100.00 Ea $ 100.00 Ea 10 Ea. - -$ -$ 1,000.00$ -$ 1,000.00$ Plastic to cover material 38.00$ $ 38.00 per roll $ 38.00 per roll 10 rolls - -$ -$ 380.00$ -$ 380.00$

Temporary Utilities/Storage $ 62,113.33 Water $ 100.00 $ 100.00 per month $ 3.33 per day 1 Ea. 554 -$ -$ 1,846.67$ -$ 1,846.67$

Electricity $ 250.00 $ 250.00 per month $ 8.33 per day 1 Ea. 554 -$ -$ 4,616.67$ -$ 4,616.67$

Waste Disposal/Recycling(5) $ 500.00 $ 500.00 per month $ 16.67 per day 5 Ea. 554 -$ -$ -$ 46,166.67$ 46,166.67$ Portable Toilets $ 90.00 $ 90.00 per month $ 3.00 per day 4 Ea. 554 -$ -$ -$ 6,648.00$ 6,648.00$ Signs $ 50.00 $ 50.00 Ea $ 50.00 Ea. 5 Ea. - -$ -$ 250.00$ -$ 250.00$ Storage Trailer $ 140.00 $ 140.00 per month $ 4.67 per day 1 Ea. 554 -$ -$ 2,585.33$ -$ 2,585.33$ Site Construction Facilities $ 13,000.00 Survey/Layout $ 8,000.00 $ 8,000.00 Allowance $ 8,000.00 Allowance 1 Allowance - -$ -$ -$ 8,000.00$ 8,000.00$

Final Clean up (Interior/Exterior) $ 5,000.00 $ 5,000.00 LS $ 5,000.00 LS 1 LS 1 -$ -$ -$ 5,000.00$ 5,000.00$

Small Tools and Equipments $ 2,000.00 Expendable tools $ 900.00 $ 900.00 LS $ 900.00 LS 1 LS - -$ -$ 900.00$ -$ 900.00$

Non Expendable tools $ 1,100.00 $ 1,100.00 LS $ 1,100.00 LS 1 LS - -$ -$ 1,100.00$ -$ 1,100.00$

Permits $ 177,692.68 Building Permits/Inspections(12) $ 12,000.00 $ 12,000.00 LS $ 12,000.00 LS 1 LS - -$ -$ -$ 12,000.00$ 12,000.00$ Bonding Cost @ 1.2% of project cost

$ 164,307.68 $ 164,307.68 $ 164,307.68 1 LS -$ -$ -$ 164,307.68$ 164,307.68$

Site Security camera Monitoring $ 75.00 $ 75.00 per month $ 2.50 per day 1 Ea. 554 -$ -$ 1,385.00$ -$ 1,385.00$

TOTALS $ - 17,806.25$ 593,719.63$ 56,133.73$ 256,279.02$ 923,938.63$

3.7 GENERAL CONDITIONS Cost Breakdown Quantity Duration

(days) Total Costs

Description

41

S no Activity Predecessor Activity Activity Duration(Days)Pre Construction

1 Notice to Proceed 0

2 Obtain Permits Notice to Proceed 10

3 Secure Laydown Area Obtain Permits 1

4 Develop Bill of Materials Obtain Permits 2

5 Procurement of Materials Notice to Proceed 10

6 Organize crew and ScheduleEquipment Obtain Permits 5

7 Mobilize to Project Site Organize crew and ScheduleEquipment 2

Site Work

8 Survey Mobilize to Project Site 1

9 Clearing & Grubbing Survey 2

10 Underground Utilties Locator Clearing & Grubbing 1

11 Erosion Control and Temporary Road Underground Utilties Locator 2

12 Rough Grading of the site Erosion Control and Temporary Road 2

13 SIte Office and Install Temporary Power service Rough Grading of the site 1

14 Underground Utilities Excavation SIte Office and Install Temporary Power service 7

15 Underground Utilities Installation Underground Utilities Excavation 34

16 Underground Utilities GC Inspection Underground Utilities Installation 9

17 Underground Utilities backfill Underground Utilities GC Inspection 13

18 SWPP & Retainage Pond Underground Utilities backfill 25

Foundation

19 Survey & Excavation for Foundation Underground Utilities backfill 10

20 Place Concrete for Foundation and Precast stairs Survey & Excavation for Foundation 18

21 Foundation Post Inspection Place Concrete for Foundation and Precast stairs 2

22 Sheet Waterproofing of Foundation & Inspection Foundation Post Inspection 4

23 BackFill Foundation and Granuler Fill For the Grade Sheet Waterproofing of Foundation & Inspection 12

24 Masonry work BackFill Foundation and Granuler Fill For the Grade 16

25 Rough in Plumbing-1 and Inspection Masonry work 30

26 Termite Treatment Rough in Plumbing-1 and Inspection 1

27 Grade Slabs Termite Treatment 13

Framing and Dry In28 Steel Column and Beam Erection Grade Slabs 20

29 Frame and Inwall Blocking 1st Floor Steel Column and Beam Erection 15

30 Install joist and lay decking-1st floor Frame and Inwall Blocking 1st Floor 15

31 Frame 2nd Floor walls & Corners Install joist and lay decking-1st floor 15

32 Install Precast Stair Frame 2nd Floor walls & Corners 1

33 Install Roof Joist / trusses Install Precast Stair 8

34 Lay Roof Decking Install Roof Joist / trusses 5

35 Install Sheathing Frame 2nd Floor walls & Corners 7

36 Roof Expansion Joints Lay Roof Decking 4

37 PVC Roofing Roof Expansion Joints 45

38 Roof nailing PVC Roofing 5

39 Exterior Doors & Windows Installation Install Sheathing 15

40 Exterior Framing Inspection Exterior Doors & Windows Installation 4

41 Spray Fire Proofing Lay Roof Decking 60

42 Complete Masonry Work Steel Column and Beam Erection 20

Exterior Finishes

43 Complete Exterior Brick Exterior Framing Inspection 27

44 ACM Wall Panels Complete Exterior Brick 20

45 Fiber Cement Sliding Exterior Framing Inspection 4.5

46 Aluminium Canopies ACM Wall Panels 2

47 Water Proof Membrane Marquee Sign ACM Wall Panels 0.5

48 Install Signage & Marquee sign ACM Wall Panels 5

49 Install Louvers Complete Exterior Brick 3

50 Flagpoles Aluminium Canopies 1

Utility Rough & Complete Concrete

51 Water proofing Elevator Pit Lay Roof Decking 1

52 Elevator Installation Water proofing Elevator Pit 14

53 Rough-in plumbing - 2 Install Joist and Lay Decking-1st Floor 18

54 Conduct Rough-in Plumbing - 2 Inspection Rough-in plumbing - 2 2

55 Rough-in HVAC Rough-in plumbing - 2 70

56 Conduct rough-in HVAC inspection Rough-in HVAC 5

57 Rough-in Fire Sprinkler System Rough-in HVAC 61

58 Conduct rough-in Fire Sprinkler Systerm Inspection Rough-in Fire Sprinkler System 5

59 Rough-in electrical Rough-in HVAC 18

60 Conduct Rough-in Electrical Inspection Rough-in electrical 2

61 Rough-in Security,Communication, Fire Alarm Rough-in electrical 22

62 Conduct Rough-in Security, Communication Fire Alarm Inspection Rough-in Security,Communication, Fire Alarm 4

63 Interior Framing Inspection Conduct Rough-in Security, Communication Fire Alarm Inspection 5

64 Place 1st Floor Concrete Interior Framing Inspection 5

4.1 Work Break Down StructureSECTION - 4

42

Interior Finishes

65 Place 1st Floor wall Insulation Interior Framing Inspection 15

66 Place 2nd Floor wall & Slab Insulation Place 1st Floor wall Insulation 7

67 Place Roof Insulation Place 2nd Floor wall & Slab Insulation 5

68 Conduct Insulation Inspection Place Roof Insulation 2

Dry Wall

69 Install 1st Floor Drywall Conduct Insulation Inspection 12

70 Install 1st Floor Overhead Drywall Install 1st Floor Drywall 3

71 Tape and Float 1st Floor Drywall Install 1st Floor Overhead Drywall 1

72 Install 2nd Floor Drywall Install 1st Floor Overhead Drywall 4

73 Install 2nd Floor Overhead Drywall Install 2nd Floor Drywall 1

74 Tape and Float 2nd Floor Install 2nd Floor Overhead Drywall 0.5

75 Install Interior Doors and Windows Install 1st Floor Drywall 15

Paint, Panels, Stage Flooring

76 Waterproof Membrane stage/platform Install 1st Floor Drywall 2

77 Prime Coat (Paint) Install 1st Floor Overhead Drywall 8

78 Install Stage Flooring Prime Coat (Paint) 5

79 Wall and ACT Panels Installation Install Stage Flooring 30

80 Exterior Painting (Top Coat) Prime Coat (Paint) 3

81 Interior Painting (Top Coat) Prime Coat (Paint) 21

82 Wall Graphics Interior Painting (Top Coat) 1

83 Wall Padding Interior Painting (Top Coat) 10

Cabinets

84 Millwork & Window Sill Interior Painting (Top Coat) 15

85 Wood Shelving Interior Painting (Top Coat) 27

86 Window Treatments Millwork & Window Sill 5

87 Operable Partitions Millwork & Window Sill 4

88 Stage Curtains, Folding Stages and Cubicle Curtains Millwork & Window Sill 5

Finish Plumbing

86 Final Plumbing Installation 1st Floor Interior Painting (Top Coat) 5.5

87 Final Plumbing Installation 2nd Floor Final Plumbing Installation 1st Floor 2.5

88 Final Plumbing Inspection Final Plumbing Installation 2nd Floor 2

Finish Electrical

89 Complete 1st Floor Circuit to Service Panel Interior Painting (Top Coat) 5.5

90 Complete 2nd Floor Circuit Service Panel Complete 1st Floor Circuit to Service Panel 2.5

91 Final Security, Communications , Fire alarm & Inspection Complete 2nd Floor Circuit Service Panel 16

92 Final Electrical Inspection Final Security, Communications , Fire alarm & Inspection 2

Finish HVAC and Fire Sprinkler System

93 Complete 1st Floor HVAC Complete 2nd Floor Circuit Service Panel 8

94 Complete 2nd Floor HVAC Final Security, Communications , Fire alarm & Inspection 4

95 Conduct HVAC Inspection Complete 2nd Floor HVAC 2

96 Complete Fire Sprinkler System and Inspection Conduct HVAC Inspection 7

Carpet, Tile, and Appliances

97 Water proofing & Ceramic Tile installation Interior Painting (Top Coat) 19

98 VCT Interior Painting (Top Coat) 50

99 Expansion Joints and Caulking VCT 6

100 Residental Appliances VCT 5

101 Food Service Equipment Residental Appliances 20

102 Kiln Food Service Equipment 3

103 Outdoor Basket ball and Lockers Residental Appliances 1

104 Column Covers Kiln 1

105 Carpet Kiln 9

106 Hollow metal, Wood Doors, Toilet Partitions & Accessories,FEC VCT 30

Landscaping & Grounds Work

107 Asphalt Paving & Curb Exterior Painting (Top Coat) 14

108 SIte Concrete Aggregate Asphalt Paving & Curb 8

109 Landscape & Irrigation Complete Exterior Brick 27

110 Fencing Asphalt Paving & Curb 2

111 Traffic Coatings Asphalt Paving & Curb 5

Close Out

112 Complete final inspection for certificate of occupancy Hollow metal, Wood Doors,Toilet Partitions &Accessories,FEC 4

113 Cleanup for occupancy Complete final inspection for certificate of occupancy 4

114 Complete Punch List Items of GC Cleanup for occupancy 12

115 Architect Pre Final Inspection Complete Punch List Items of GC 2

116 Workoff Architect Punch List Architect Pre Final Inspection 5

117 Architect Final Inspection Workoff Architect Punch List 1

118 Final completion and Handover to Client Architect Final Inspection 0

43

Activities Status Report

WBS

Activity ID Activity Name Predecessors OriginalDuration

Early Start

Early Finish

Late Start Late Finish

Total Float Free Float

CE 592 Porters Neck

CE 592.11 Pre Construction

A2020 Notice to Proceed 0.00 02-Jan-17 08:00 AM

02-Jan-17 08:00 AM

0.00 0.00

A2030 Obtain Permits A2020 10.00 02-Jan-17 08:00 AM

13-Jan-17 05:00 PM

02-Jan-17 08:00 AM

13-Jan-17 05:00 PM

0.00 0.00

A2040 Secure Laydown Area A2030 1.00 16-Jan-17 08:00 AM

16-Jan-17 05:00 PM

17-Jan-17 08:00 AM

17-Jan-17 05:00 PM

1.00 1.00

A2050 Develop Bill of Materials A2030, A2040

2.00 16-Jan-17 08:00 AM

17-Jan-17 05:00 PM

16-Jan-17 08:00 AM

17-Jan-17 05:00 PM

0.00 0.00

A2060 Procurement of Materials A2020 10.00 02-Jan-17 08:00 AM

13-Jan-17 05:00 PM

02-Jan-17 08:00 AM

13-Jan-17 05:00 PM

0.00 0.00

A2070 Organize crew and Schedule Equipment

A2030, A2050, A2060

5.00 16-Jan-17 08:00 AM

20-Jan-17 05:00 PM

16-Jan-17 08:00 AM

20-Jan-17 05:00 PM

0.00 0.00

A2080 Mobilize to Project Site A2070 2.00 23-Jan-17 08:00 AM

24-Jan-17 05:00 PM

23-Jan-17 08:00 AM

24-Jan-17 05:00 PM

0.00 0.00

Subtotal 17.00 02-Jan-17 08:00 AM

24-Jan-17 05:00 PM

02-Jan-17 08:00 AM

24-Jan-17 05:00 PM

0.00 0.00

CE 592.2 Site Work

A1040 Survey A2080 1.00 25-Jan-17 08:00 AM

25-Jan-17 05:00 PM

25-Jan-17 08:00 AM

25-Jan-17 05:00 PM

0.00 0.00

A1050 Clearing & Grubbing A1040 2.00 26-Jan-17 08:00 AM

27-Jan-17 05:00 PM

26-Jan-17 08:00 AM

27-Jan-17 05:00 PM

0.00 0.00

A1060 Underground Utilties Locator 811

A1050 1.00 30-Jan-17 08:00 AM

30-Jan-17 05:00 PM

30-Jan-17 08:00 AM

30-Jan-17 05:00 PM

0.00 0.00

A1070 Erosion Control and Temporary Road

A1060 2.00 31-Jan-17 08:00 AM

01-Feb-17 05:00 PM

31-Jan-17 08:00 AM

01-Feb-17 05:00 PM

0.00 0.00

A1080 Rough Grading of the site A1070 2.00 02-Feb-17 08:00 AM

03-Feb-17 05:00 PM

02-Feb-17 08:00 AM

03-Feb-17 05:00 PM

0.00 0.00

A1090 SIte Office and Install Temporary Power service

A1080 1.00 06-Feb-17 08:00 AM

06-Feb-17 05:00 PM

06-Feb-17 08:00 AM

06-Feb-17 05:00 PM

0.00 0.00

CE 592 Porters Neck Elementary School

© Oracle Corporation Page 1 of 11


WBS


Early Start

Early Finish



A1130 Underground Utilities Excavation

A1090 7.00 07-Feb-17 08:00 AM

15-Feb-17 05:00 PM

07-Feb-17 08:00 AM

15-Feb-17 05:00 PM

0.00 0.00

A1180 Underground Utilities Installation

A1130 34.00 09-Feb-17 08:00 AM

28-Mar-17 05:00 PM

10-Feb-17 08:00 AM

29-Mar-17 05:00 PM

1.00 0.00

A1190 Underground Utilities GC Inspection

A1180 9.00 17-Mar-17 08:00 AM

29-Mar-17 05:00 PM

20-Mar-17 08:00 AM

30-Mar-17 05:00 PM

1.00 0.00

A1220 Underground Utilities backfill A1190 13.00 20-Mar-17 08:00 AM

05-Apr-17 05:00 PM

21-Mar-17 08:00 AM

06-Apr-17 05:00 PM

1.00 1.00

A1450 SWPP & Retainage Pond A1130 25.00 16-Feb-17 08:00 AM

22-Mar-17 05:00 PM

16-Feb-17 08:00 AM

22-Mar-17 05:00 PM

0.00 0.00

Subtotal 51.00 25-Jan-17 08:00 AM

05-Apr-17 05:00 PM

25-Jan-17 08:00 AM

06-Apr-17 05:00 PM

1.00 0.00

CE 592.3 Foundation

A1100 Survey & Excavation for Foundation

A1220, A1450

10.00 23-Mar-17 08:00 AM

05-Apr-17 05:00 PM

23-Mar-17 08:00 AM

05-Apr-17 05:00 PM

0.00 0.00

A1110 Place Concrete for Foundation and Precast Stairs

A1100 18.00 28-Mar-17 08:00 AM

20-Apr-17 05:00 PM

28-Mar-17 08:00 AM

20-Apr-17 05:00 PM

0.00 0.00

A1120 Foundation Post Inspection A1110 2.00 20-Apr-17 08:00 AM

21-Apr-17 05:00 PM

20-Apr-17 08:00 AM

21-Apr-17 05:00 PM

0.00 0.00

A1140 Sheet Waterproofing of Foundation & Inspection

A1120 4.00 24-Apr-17 08:00 AM

27-Apr-17 05:00 PM

24-Apr-17 08:00 AM

27-Apr-17 05:00 PM

0.00 0.00

A1150 BackFill Foundation and Granuler Fill For the Grade Slab

A1140 12.00 28-Apr-17 08:00 AM

15-May-17 05:00 PM

28-Apr-17 08:00 AM

15-May-17 05:00 PM

0.00 0.00

A1160 Masonary work A1150 16.00 16-May-17 08:00 AM

06-Jun-17 05:00 PM

16-May-17 08:00 AM

06-Jun-17 05:00 PM

0.00 0.00

A1170 Rough in Plumbing - 1 and Inspection

A1160 30.00 30-May-17 08:00 AM

10-Jul-17 05:00 PM

30-May-17 08:00 AM

10-Jul-17 05:00 PM

0.00 0.00

A1210 Termite Treatment A1170 1.00 11-Jul-17 08:00 AM

11-Jul-17 05:00 PM

11-Jul-17 08:00 AM

11-Jul-17 05:00 PM

0.00 0.00

A1250 Grade Slabs A1210 13.00 12-Jul-17 08:00 AM

28-Jul-17 05:00 PM

12-Jul-17 08:00 AM

28-Jul-17 05:00 PM

0.00 0.00

Subtotal 92.00 23-Mar-17 28-Jul-17 23-Mar-17 28-Jul-17 0.00 0.00




WBS


Early Start

Early Finish



CE 592.4 Framing and Dry In

A1200 Steel Column and Beam Erection

A1250 20.00 02-Aug-17 08:00 AM

29-Aug-17 05:00 PM

02-Aug-17 08:00 AM

29-Aug-17 05:00 PM

0.00 0.00

A1230 Frame and Inwall Blocking 1st Floor

A1200 15.00 02-Aug-17 08:00 AM

22-Aug-17 05:00 PM

02-Aug-17 08:00 AM

22-Aug-17 05:00 PM

0.00 0.00

A1330 Install Joist and Lay Decking- 1st Floor

A1230 15.00 23-Aug-17 08:00 AM

12-Sep-17 05:00 PM

23-Aug-17 08:00 AM

12-Sep-17 05:00 PM

0.00 0.00

A1480 Frame and In wall Blocking - 2nd Floor

A1330 10.50 13-Sep-17 08:00 AM

27-Sep-17 12:00 PM

06-Feb-18 08:00 AM

20-Feb-18 12:00 PM

104.00 0.00

A1620 Install Precast Stair A1480 1.00 27-Sep-17 01:00 PM

28-Sep-17 12:00 PM

05-Mar-18 08:00 AM

05-Mar-18 05:00 PM

112.50 0.00

A1630 Install Roof Joist / trusses A1620 8.00 28-Sep-17 01:00 PM

10-Oct-17 12:00 PM

06-Mar-18 08:00 AM

15-Mar-18 05:00 PM

112.50 0.00

A1640 Lay Roof Decking A1630 5.00 05-Oct-17 01:00 PM

12-Oct-17 12:00 PM

13-Mar-18 08:00 AM

19-Mar-18 05:00 PM

112.50 0.00

A1900 Install Sheathing A1480 7.00 27-Sep-17 08:00 AM

05-Oct-17 05:00 PM

20-Feb-18 08:00 AM

28-Feb-18 05:00 PM

104.00 0.00

A2010 Roof Expansion Joints A1640 4.00 12-Oct-17 01:00 PM

18-Oct-17 12:00 PM

03-Apr-18 08:00 AM

06-Apr-18 05:00 PM

122.50 0.00

A2090 PVC Roofing A2010 45.00 12-Oct-17 01:00 PM

14-Dec-17 12:00 PM

03-Apr-18 08:00 AM

04-Jun-18 05:00 PM

122.50 0.00

A2100 Roof nailing A2090 5.00 14-Dec-17 01:00 PM

21-Dec-17 12:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

122.50 122.50

A2110 Exterior Doors & Windows Installation

A1900 15.00 06-Oct-17 08:00 AM

26-Oct-17 05:00 PM

01-Mar-18 08:00 AM

21-Mar-18 05:00 PM

104.00 0.00

A2130 Exterior Framing Inspection A2110 4.00 27-Oct-17 08:00 AM

01-Nov-17 05:00 PM

22-Mar-18 08:00 AM

27-Mar-18 05:00 PM

104.00 0.00

A2220 Spray Fire Proofing A1640 60.00 12-Oct-17 01:00 PM

04-Jan-18 12:00 PM

20-Mar-18 08:00 AM

11-Jun-18 05:00 PM

112.50 112.50

A2230 Complete Masonary Work A1200 20.00 30-Aug-17 08:00 AM

26-Sep-17 05:00 PM

15-May-18 08:00 AM

11-Jun-18 05:00 PM

184.00 184.00

Subtotal 111.50 02-Aug-17 08:00 AM

04-Jan-18 12:00 PM

02-Aug-17 08:00 AM

11-Jun-18 05:00 PM

112.50 0.00




WBS


Early Start

Early Finish



CE 592.5 Exterior Finishes

A1240 Complete Exterior Brick A2130 27.00 02-Nov-17 08:00 AM

08-Dec-17 05:00 PM

28-Mar-18 08:00 AM

03-May-18 05:00 PM

104.00 0.00

A1800 ACM Wall Panels A1240 20.00 07-Dec-17 08:00 AM

03-Jan-18 05:00 PM

07-May-18 01:00 PM

04-Jun-18 12:00 PM

107.50 0.00

A1810 Fiber Cement Sliding A2130 4.50 02-Nov-17 08:00 AM

08-Nov-17 12:00 PM

05-Jun-18 01:00 PM

11-Jun-18 05:00 PM

153.50 153.50

A1820 Aluminium Canopies A1800 2.00 04-Jan-18 08:00 AM

05-Jan-18 05:00 PM

07-Jun-18 08:00 AM

08-Jun-18 05:00 PM

110.00 0.00

A1830 Water Proof Membrane Marquee Sign

A1800 0.50 04-Jan-18 08:00 AM

04-Jan-18 12:00 PM

04-Jun-18 01:00 PM

04-Jun-18 05:00 PM

107.50 0.00

A1840 Install Signage & Marquee sign A1800, A1830

5.00 04-Jan-18 01:00 PM

11-Jan-18 12:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

107.50 107.50

A1850 Install Louvers A1240 3.00 11-Dec-17 08:00 AM

13-Dec-17 05:00 PM

07-Jun-18 08:00 AM

11-Jun-18 05:00 PM

128.00 128.00

A1890 Flagpoles A1820 1.00 08-Jan-18 08:00 AM

08-Jan-18 05:00 PM

11-Jun-18 08:00 AM

11-Jun-18 05:00 PM

110.00 110.00

Subtotal 50.50 02-Nov-17 08:00 AM

11-Jan-18 12:00 PM

28-Mar-18 08:00 AM

11-Jun-18 05:00 PM

107.50 0.00

CE 592.6 Utility Rough & Complete Concrete

A1260 Water proofing Elevator Pit A1640 1.00 12-Oct-17 01:00 PM

13-Oct-17 12:00 PM

22-May-18 08:00 AM

22-May-18 05:00 PM

157.50 0.00

A1270 Elevator Installation A1260 14.00 13-Oct-17 01:00 PM

02-Nov-17 12:00 PM

23-May-18 08:00 AM

11-Jun-18 05:00 PM

157.50 157.50

A1280 Rough-in plumbing - 2 A1330 18.00 27-Sep-17 08:00 AM

20-Oct-17 05:00 PM

27-Sep-17 08:00 AM

20-Oct-17 05:00 PM

0.00 0.00

A1290 Conduct Rough-in Plumbing - 2 Inspection

A1280 2.00 23-Oct-17 08:00 AM

24-Oct-17 05:00 PM

28-Dec-17 08:00 AM

29-Dec-17 05:00 PM

48.00 48.00

A1300 Rough-in HVAC A1280 70.00 27-Sep-17 08:00 AM

02-Jan-18 05:00 PM

27-Sep-17 08:00 AM

02-Jan-18 05:00 PM

0.00 0.00




WBS


Early Start

Early Finish



A1310 Conduct rough-in HVAC inspection

A1300 5.00 03-Jan-18 08:00 AM

09-Jan-18 05:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

109.00 109.00

A1320 Rough-in Fire Sprinkler System A1300 61.00 27-Sep-17 08:00 AM

20-Dec-17 05:00 PM

29-Sep-17 08:00 AM

22-Dec-17 05:00 PM

2.00 0.00

A1490 Conduct rough-in Fire SprinklerSysterm Inspection

A1320 5.00 21-Dec-17 08:00 AM

27-Dec-17 05:00 PM

25-Dec-17 08:00 AM

29-Dec-17 05:00 PM

2.00 2.00

A1780 Rough-in electrical A1300 18.00 24-Nov-17 08:00 AM

19-Dec-17 05:00 PM

24-Nov-17 08:00 AM

19-Dec-17 05:00 PM

0.00 0.00

A1880 Conduct Rough-in Electrical Inspection

A1780 2.00 20-Dec-17 08:00 AM

21-Dec-17 05:00 PM

28-Dec-17 08:00 AM

29-Dec-17 05:00 PM

6.00 6.00

A1970 Rough-in Security, Communication, Fire Alarm

A1780 22.00 24-Nov-17 08:00 AM

25-Dec-17 05:00 PM

24-Nov-17 08:00 AM

25-Dec-17 05:00 PM

0.00 0.00

A2000 Conduct Rough-in Security, Communication, Fire Alarm Inspection

A1970 4.00 26-Dec-17 08:00 AM

29-Dec-17 05:00 PM

26-Dec-17 08:00 AM

29-Dec-17 05:00 PM

0.00 0.00

A2240 Interior Framing Inspection A2000, A1290, A1490, A1880

5.00 01-Jan-18 08:00 AM

05-Jan-18 05:00 PM

01-Jan-18 08:00 AM

05-Jan-18 05:00 PM

0.00 0.00

A2250 Place 1st Floor Concrete A2240 5.00 08-Jan-18 08:00 AM

12-Jan-18 05:00 PM

13-Jul-18 08:00 AM

19-Jul-18 05:00 PM

134.00 134.00

Subtotal 78.00 27-Sep-17 08:00 AM

12-Jan-18 05:00 PM

27-Sep-17 08:00 AM

19-Jul-18 05:00 PM

134.00 0.00

CE 592.7 Interior Finishes

CE 592.7.1 Insulation

A1340 Place 1st Floor wall Insulation A2240 15.00 08-Jan-18 08:00 AM

26-Jan-18 05:00 PM

08-Jan-18 08:00 AM

26-Jan-18 05:00 PM

0.00 0.00

A1350 Place 2nd Floor wall & Slab Insulation

A1340 7.00 09-Jan-18 08:00 AM

17-Jan-18 05:00 PM

09-Jan-18 08:00 AM

17-Jan-18 05:00 PM

0.00 0.00

A1360 Place Roof Insulation A1350 5.00 18-Jan-18 08:00 AM

24-Jan-18 05:00 PM

18-Jan-18 08:00 AM

24-Jan-18 05:00 PM

0.00 0.00

A1370 Conduct Insulation Inspection A1360 2.00 25-Jan-18 08:00 AM

26-Jan-18 05:00 PM

25-Jan-18 08:00 AM

26-Jan-18 05:00 PM

0.00 0.00




WBS


Early Start

Early Finish



Subtotal 15.00 08-Jan-18 08:00 AM

26-Jan-18 05:00 PM

08-Jan-18 08:00 AM

26-Jan-18 05:00 PM

0.00 0.00

CE 592.7.2 Dry Wall

A1380 Install 1st Floor Drywall A1370 12.00 29-Jan-18 08:00 AM

13-Feb-18 05:00 PM

29-Jan-18 08:00 AM

13-Feb-18 05:00 PM

0.00 0.00

A1390 Install 1st Floor Overhead Drywall

A1380 3.00 14-Feb-18 08:00 AM

16-Feb-18 05:00 PM

14-Feb-18 08:00 AM

16-Feb-18 05:00 PM

0.00 0.00

A1400 Tape and Float 1st Floor Drywall

A1390 1.00 19-Feb-18 08:00 AM

19-Feb-18 05:00 PM

26-Feb-18 08:00 AM

26-Feb-18 05:00 PM

5.00 5.00

A1410 Install 2nd Floor Drywall A1390 4.00 19-Feb-18 08:00 AM

22-Feb-18 05:00 PM

19-Feb-18 08:00 AM

22-Feb-18 05:00 PM

0.00 0.00

A1420 Install 2nd Floor Overhead Drywall

A1410 1.00 23-Feb-18 08:00 AM

23-Feb-18 05:00 PM

23-Feb-18 08:00 AM

23-Feb-18 05:00 PM

0.00 0.00

A1430 Tape and Float 2nd Floor Drywall

A1420 1.00 26-Feb-18 08:00 AM

26-Feb-18 05:00 PM

26-Feb-18 08:00 AM

26-Feb-18 05:00 PM

0.00 0.00

A2150 Install Interior Doors and Windows

A1380 15.00 07-Feb-18 08:00 AM

27-Feb-18 05:00 PM

22-May-18 08:00 AM

11-Jun-18 05:00 PM

74.00 74.00

Subtotal 22.00 29-Jan-18 08:00 AM

27-Feb-18 05:00 PM

29-Jan-18 08:00 AM

11-Jun-18 05:00 PM

74.00 0.00

CE 592.7.3 Paint, Panels, Stage Flooring

A1440 Waterproof Membrane stage/platform

A1380 2.00 14-Feb-18 08:00 AM

15-Feb-18 05:00 PM

23-Feb-18 08:00 AM

26-Feb-18 05:00 PM

7.00 7.00

A1500 Prime Coat (Paint) A1390, A1400, A1430, A1440

8.00 27-Feb-18 08:00 AM

08-Mar-18 05:00 PM

27-Feb-18 08:00 AM

08-Mar-18 05:00 PM

0.00 0.00

A1730 Install Stage Flooring A1500 6.00 06-Mar-18 08:00 AM

13-Mar-18 05:00 PM

19-Mar-18 08:00 AM

26-Mar-18 05:00 PM

9.00 0.00

A1870 Wall and ACT Panels Installation

A1730 60.00 07-Mar-18 08:00 AM

29-May-18 05:00 PM

20-Mar-18 08:00 AM

11-Jun-18 05:00 PM

9.00 9.00




WBS


Early Start

Early Finish



A1920 Exterior Painting (Top Coat) A1500 3.00 06-Mar-18 08:00 AM

08-Mar-18 05:00 PM

08-May-18 08:00 AM

10-May-18 05:00 PM

45.00 0.00

A1950 Interior Painting (Top Coat) A1500 21.00 09-Mar-18 08:00 AM

06-Apr-18 05:00 PM

09-Mar-18 08:00 AM

06-Apr-18 05:00 PM

0.00 0.00

A2160 Wall Graphics A1950 1.00 11-Apr-18 08:00 AM

11-Apr-18 05:00 PM

18-May-18 01:00 PM

21-May-18 12:00 PM

27.50 0.00

A2170 Wall Padding and Display Cases

A2160 11.00 12-Apr-18 08:00 AM

26-Apr-18 05:00 PM

21-May-18 01:00 PM

05-Jun-18 12:00 PM

27.50 0.00

A2180 Banners A2170 0.50 27-Apr-18 08:00 AM

27-Apr-18 12:00 PM

05-Jun-18 01:00 PM

05-Jun-18 05:00 PM

27.50 0.00

A2210 Misc Steel A2180 4.00 27-Apr-18 01:00 PM

03-May-18 12:00 PM

06-Jun-18 08:00 AM

11-Jun-18 05:00 PM

27.50 27.50

Subtotal 75.00 14-Feb-18 08:00 AM

29-May-18 05:00 PM

23-Feb-18 08:00 AM

11-Jun-18 05:00 PM

9.00 0.00

CE 592.7.4 Cabinets

A1460 Millwork & Window Sill A1950 15.00 09-Apr-18 08:00 AM

27-Apr-18 05:00 PM

22-May-18 08:00 AM

11-Jun-18 05:00 PM

31.00 0.00

A1470 Wood Shelving A1950 27.00 09-Apr-18 08:00 AM

15-May-18 05:00 PM

04-May-18 08:00 AM

11-Jun-18 05:00 PM

19.00 19.00

A1930 Window Treatments A1460 5.00 23-Apr-18 08:00 AM

27-Apr-18 05:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

31.00 31.00

A2120 Operable Partitions A1460 4.00 24-Apr-18 08:00 AM

27-Apr-18 05:00 PM

06-Jun-18 08:00 AM

11-Jun-18 05:00 PM

31.00 31.00

A2140 Stage Curtains, Folding Stages,and Cubicle Curtains

A1460 5.00 23-Apr-18 08:00 AM

27-Apr-18 05:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

31.00 31.00

Subtotal 27.00 09-Apr-18 08:00 AM

15-May-18 05:00 PM

04-May-18 08:00 AM

11-Jun-18 05:00 PM

19.00 0.00

CE 592.7.5 Finish Plumbing

A1510 Final Plumbing Installation 1st Floor

A1950 5.50 09-Apr-18 08:00 AM

16-Apr-18 12:00 PM

29-May-18 08:00 AM

05-Jun-18 12:00 PM

36.00 0.00




WBS


Early Start

Early Finish



A1520 Final Plumbing Installation 2nd Floor

A1510 2.50 16-Apr-18 01:00 PM

18-Apr-18 05:00 PM

05-Jun-18 01:00 PM

07-Jun-18 05:00 PM

36.00 0.00

A2200 Final Plumbing Inspection A1520 2.00 19-Apr-18 08:00 AM

20-Apr-18 05:00 PM

08-Jun-18 08:00 AM

11-Jun-18 05:00 PM

36.00 36.00

Subtotal 10.00 09-Apr-18 08:00 AM

20-Apr-18 05:00 PM

29-May-18 08:00 AM

11-Jun-18 05:00 PM

36.00 0.00

CE 592.7.6 Finish Electrical

A1530 Complete 1st Floor Circuit to Service Panel

A1950 5.50 09-Apr-18 08:00 AM

16-Apr-18 12:00 PM

01-May-18 08:00 AM

08-May-18 12:00 PM

16.00 0.00

A1540 Complete 2nd Floor Circuit Service Panel

A1530 2.50 16-Apr-18 01:00 PM

18-Apr-18 05:00 PM

08-May-18 01:00 PM

10-May-18 05:00 PM

16.00 0.00

A1550 Final Security, Communications, Fire alarm & Inspection

A1540 16.00 16-Apr-18 01:00 PM

08-May-18 12:00 PM

17-May-18 08:00 AM

07-Jun-18 05:00 PM

22.50 0.00

A1860 Final Electrical Inspection A1550 2.00 08-May-18 01:00 PM

10-May-18 12:00 PM

08-Jun-18 08:00 AM

11-Jun-18 05:00 PM

22.50 22.50

Subtotal 23.50 09-Apr-18 08:00 AM

10-May-18 12:00 PM

01-May-18 08:00 AM

11-Jun-18 05:00 PM

22.50 0.00

CE 592.7.7 Finish HVAC and Fire Sprinkler System

A1560 Complete 1st Floor HVAC A1540 8.00 19-Apr-18 08:00 AM

30-Apr-18 05:00 PM

11-May-18 08:00 AM

22-May-18 05:00 PM

16.00 0.00

A1570 Complete 2nd Floor HVAC A1560 4.00 01-May-18 08:00 AM

04-May-18 05:00 PM

23-May-18 08:00 AM

28-May-18 05:00 PM

16.00 0.00

A1580 Conduct HVAC Inspection A1570 3.00 07-May-18 08:00 AM

09-May-18 05:00 PM

29-May-18 08:00 AM

31-May-18 05:00 PM

16.00 0.00

A1790 Complete Fire Sprinkler Systemand Inspection

A1580 7.00 10-May-18 08:00 AM

18-May-18 05:00 PM

01-Jun-18 08:00 AM

11-Jun-18 05:00 PM

16.00 16.00

Subtotal 22.00 19-Apr-18 08:00 AM

18-May-18 05:00 PM

11-May-18 08:00 AM

11-Jun-18 05:00 PM

16.00 0.00




WBS


Early Start

Early Finish



CE 592.7.8 Carpet, Tile, and Appliances

A1590 Water proofing & Ceramic Tile installation

A1950 19.00 09-Apr-18 08:00 AM

03-May-18 05:00 PM

16-May-18 08:00 AM

11-Jun-18 05:00 PM

27.00 27.00

A1600 VCT A1950 50.00 30-Mar-18 08:00 AM

07-Jun-18 05:00 PM

30-Mar-18 08:00 AM

07-Jun-18 05:00 PM

0.00 0.00

A1610 Expansion Joints and Caulking A1600 6.00 01-Jun-18 08:00 AM

08-Jun-18 05:00 PM

04-Jun-18 08:00 AM

11-Jun-18 05:00 PM

1.00 1.00

A1740 Residental Appliances A1600 5.00 13-Apr-18 08:00 AM

19-Apr-18 05:00 PM

20-Apr-18 08:00 AM

26-Apr-18 05:00 PM

5.00 0.00

A1750 Food Service Equipment A1740 20.00 20-Apr-18 08:00 AM

17-May-18 05:00 PM

27-Apr-18 08:00 AM

24-May-18 05:00 PM

5.00 0.00

A1760 Kiln A1750 3.00 18-May-18 08:00 AM

22-May-18 05:00 PM

25-May-18 08:00 AM

29-May-18 05:00 PM

5.00 0.00

A1910 Outdoor Basket ball and Lockers

A1740 1.00 20-Apr-18 08:00 AM

20-Apr-18 05:00 PM

11-Jun-18 08:00 AM

11-Jun-18 05:00 PM

36.00 36.00

A1960 Column Covers A1760 1.00 23-May-18 08:00 AM

23-May-18 05:00 PM

11-Jun-18 08:00 AM

11-Jun-18 05:00 PM

13.00 13.00

A2190 Carpet A1760 9.00 23-May-18 08:00 AM

04-Jun-18 05:00 PM

30-May-18 08:00 AM

11-Jun-18 05:00 PM

5.00 5.00

A2260 Hollow metal, Wood Doors, Toilet Partitions & Accessories,FEC

A1600 30.00 01-May-18 08:00 AM

11-Jun-18 05:00 PM

01-May-18 08:00 AM

11-Jun-18 05:00 PM

0.00 0.00

Subtotal 52.00 30-Mar-18 08:00 AM

11-Jun-18 05:00 PM

30-Mar-18 08:00 AM

11-Jun-18 05:00 PM

0.00 0.00

Subtotal 111.00 08-Jan-18 08:00 AM

11-Jun-18 05:00 PM

08-Jan-18 08:00 AM

11-Jun-18 05:00 PM

0.00 0.00

CE 592.8 Landscaping & Grounds Work

A1650 Asphalt Paving & Curb A1920 14.00 09-Mar-18 08:00 AM

28-Mar-18 05:00 PM

11-May-18 08:00 AM

30-May-18 05:00 PM

45.00 0.00

A1660 SIte Concrete Aggregate A1650 8.00 29-Mar-18 08:00 AM

09-Apr-18 05:00 PM

31-May-18 08:00 AM

11-Jun-18 05:00 PM

45.00 45.00




WBS


Early Start

Early Finish



A1670 Landscape & Irrigation A1240 27.00 11-Dec-17 08:00 AM

16-Jan-18 05:00 PM

04-May-18 08:00 AM

11-Jun-18 05:00 PM

104.00 104.00

A1680 Fencing A1650 2.00 27-Mar-18 08:00 AM

28-Mar-18 05:00 PM

08-Jun-18 08:00 AM

11-Jun-18 05:00 PM

53.00 53.00

A1980 Traffic Coatings A1650 5.00 30-Mar-18 08:00 AM

05-Apr-18 05:00 PM

05-Jun-18 08:00 AM

11-Jun-18 05:00 PM

47.00 47.00

Subtotal 86.00 11-Dec-17 08:00 AM

09-Apr-18 05:00 PM

04-May-18 08:00 AM

11-Jun-18 05:00 PM

45.00 0.00

CE 592.9 Close Out

A1690 Complete final inspection for certificate of occupancy

A2260, A2100, A2220, A2230, A1810, A1840, A1850, A1890, A1270, A1310, A2150, A1730, A1870, A2210, A1470, A1930, A2120, A2140, A2200, A1860, A1790, A1590, A1610, A1910, A1960, A2190, A1660, A1670, A1680,

4.00 12-Jun-18 08:00 AM

15-Jun-18 05:00 PM

12-Jun-18 08:00 AM

15-Jun-18 05:00 PM

0.00 0.00




WBS


Early Start

Early Finish



A1700 Cleanup for occupancy A1690 4.00 18-Jun-18 08:00 AM

21-Jun-18 05:00 PM

18-Jun-18 08:00 AM

21-Jun-18 05:00 PM

0.00 0.00

A1710 Complete Punch List Items of GC

A1700 12.00 22-Jun-18 08:00 AM

09-Jul-18 05:00 PM

22-Jun-18 08:00 AM

09-Jul-18 05:00 PM

0.00 0.00

A1720 Architect Pre Final Inspection A1710 2.00 10-Jul-18 08:00 AM

11-Jul-18 05:00 PM

10-Jul-18 08:00 AM

11-Jul-18 05:00 PM

0.00 0.00

A1770 Workoff Architect Punch List A1720 5.00 12-Jul-18 08:00 AM

18-Jul-18 05:00 PM

12-Jul-18 08:00 AM

18-Jul-18 05:00 PM

0.00 0.00

A1940 Architect Final Inspection A1770 1.00 19-Jul-18 08:00 AM

19-Jul-18 05:00 PM

19-Jul-18 08:00 AM

19-Jul-18 05:00 PM

0.00 0.00

A1990 Final completion and Handover to Client

A1940 0.00 19-Jul-18 05:00 PM

19-Jul-18 05:00 PM

0.00 0.00

Subtotal 28.00 12-Jun-18 08:00 AM

19-Jul-18 05:00 PM

12-Jun-18 08:00 AM

19-Jul-18 05:00 PM

0.00 0.00

Subtotal 404.00 02-Jan-17 08:00 AM

19-Jul-18 05:00 PM

02-Jan-17 08:00 AM

19-Jul-18 05:00 PM

0.00 0.00



19 26 02 09 16 23 30 06 13 20 27 06 13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 05 12 19 26 02 09 16 23 30 07 14 21 28 04 11 18 25 02 09 16 23 30

December 2016 January 2017 February 2017 March 2017 April 2017 May 2017 June 2017 July 2017 August 2017 September 2017 October 2017 November 2017 December 2017 January 2018 February 2018 March 2018 April 2018 May 2018 June 2018 July 2018August 2018

19-Jul-18 05:00 PM, CE 592 Porters Neck

24-Jan-17 05:00 PM, CE 592.11 Pre Construction

Notice to Proceed, 02-Jan-17 08:00 AM

Obtain Permits

Secure Laydown Area

Develop Bill of Materials

Procurement of Materials

Organize crew and Schedule Equipment

Mobilize to Project Site05-Apr-17 05:00 PM, CE 592.2 Site Work

Survey

Clearing & Grubbing

Underground Utilties Locator 811

Erosion Control and Temporary Road

Rough Grading of the site

SIte Office and Install Temporary Power service

Underground Utilities Excavation

Underground Utilities Installation

Underground Utilities GC Inspection

Underground Utilities backfill

SWPP & Retainage Pond28-Jul-17 05:00 PM, CE 592.3 Foundation

Survey & Excavation for Foundation

Place Concrete for Foundation and Precast Stairs

Foundation Post Inspection

Sheet Waterproofing of Foundation & Inspection

BackFill Foundation and Granuler Fill For the Grade Slab

Masonary work

Rough in Plumbing - 1 and Inspection

Termite Treatment

Grade Slabs04-Jan-18 12:00 PM, CE 592.4 Framing and Dry In

Steel Column and Beam Erection

Frame and Inwall Blocking 1st Floor

Install Joist and Lay Decking- 1st Floor

Frame and In wall Blocking - 2nd Floor

Install Precast Stair

Install Roof Joist / trusses

Lay Roof Decking

Install Sheathing

Roof Expansion Joints

PVC Roofing

Roof nailing

Exterior Doors & Windows Installation

Exterior Framing Inspection

Spray Fire Proofing

Complete Masonary Work11-Jan-18 12:00 PM, CE 592.5 Exterior Finishes

Complete Exterior Brick

ACM Wall Panels

Fiber Cement Sliding

Aluminium Canopies

Water Proof Membrane Marquee Sign

Install Signage & Marquee sign

Install Louvers

Flagpoles12-Jan-18 05:00 PM, CE 592.6 Utility Rough & Complete Concrete

Water proofing Elevator Pit

Elevator Installation

Rough-in plumbing - 2

Conduct Rough-in Plumbing - 2 Inspection

Rough-in HVAC

Conduct rough-in HVAC inspection

Rough-in Fire Sprinkler System

Conduct rough-in Fire Sprinkler Systerm Inspection

Rough-in electrical

Conduct Rough-in Electrical Inspection

Rough-in Security, Communication, Fire Alarm

Conduct Rough-in Security, Communication, Fire Alarm Inspection

Interior Framing Inspection

Place 1st Floor Concrete11-Jun-18 05:00 PM, CE 592.7 Interior Finishes

26-Jan-18 05:00 PM, CE 592.7.1 Insulation

Place 1st Floor wall Insulation

Place 2nd Floor wall & Slab Insulation

Place Roof Insulation

Conduct Insulation Inspection27-Feb-18 05:00 PM, CE 592.7.2 Dry Wall

Install 1st Floor Drywall

Install 1st Floor Overhead Drywall

Tape and Float 1st Floor Drywall

Install 2nd Floor Drywall

Install 2nd Floor Overhead Drywall

Tape and Float 2nd Floor Drywall

Actual Level of Effort

Primary Baseline

Actual Work

Remaining Work

Critical Remaining Work

Milestone

Page 1 of 2 TASK filter: All Activities

© Oracle Corporation

19 26 02 09 16 23 30 06 13 20 27 06 13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 05 12 19 26 02 09 16 23 30 07 14 21 28 04 11 18 25 02 09 16 23 30


Install Interior Doors and Windows29-May-18 05:00 PM, CE 592.7.3 Paint, Panels, Stage Flooring

Waterproof Membrane stage/platform

Prime Coat (Paint)

Install Stage Flooring

Wall and ACT Panels Installation

Exterior Painting (Top Coat)

Interior Painting (Top Coat)

Wall Graphics

Wall Padding and Display Cases

Banners

Misc Steel15-May-18 05:00 PM, CE 592.7.4 Cabinets

Millwork & Window Sill

Wood Shelving

Window Treatments

Operable Partitions

Stage Curtains, Folding Stages, and Cubicle Curtains20-Apr-18 05:00 PM, CE 592.7.5 Finish Plumbing

Final Plumbing Installation 1st Floor

Final Plumbing Installation 2nd Floor

Final Plumbing Inspection10-May-18 12:00 PM, CE 592.7.6 Finish Electrical

Complete 1st Floor Circuit to Service Panel

Complete 2nd Floor Circuit Service Panel

Final Security, Communications , Fire alarm & Inspection

Final Electrical Inspection18-May-18 05:00 PM, CE 592.7.7 Finish HVAC and Fire Sprinkler System

Complete 1st Floor HVAC

Complete 2nd Floor HVAC

Conduct HVAC Inspection

Complete Fire Sprinkler System and Inspection11-Jun-18 05:00 PM, CE 592.7.8 Carpet, Tile, and Appliances

Water proofing & Ceramic Tile installation

VCT

Expansion Joints and Caulking

Residental Appliances

Food Service Equipment

Kiln

Outdoor Basket ball and Lockers

Column Covers

Carpet

Hollow metal, Wood Doors, Toilet Partitions & Accessories,FEC09-Apr-18 05:00 PM, CE 592.8 Landscaping & Grounds Work

Asphalt Paving & Curb

SIte Concrete Aggregate

Landscape & Irrigation

Fencing

Traffic Coatings19-Jul-18 05:00 PM, CE 592.9 Close Out

Complete final inspection for certificate of occupancy

Cleanup for occupancy

Complete Punch List Items of GC

Architect Pre Final Inspection

Workoff Architect Punch List

Architect Final InspectionFinal completion and Handover to Client,


Primary Baseline

Actual Work

Remaining Work


Milestone



Activity ID Activity Name

CE 592 Porters NeckCE 592 Porters Neck

CE 592.11 Pre ConstructionCE 592.11 Pre ConstructionA2020 Notice to Proceed

A2030 Obtain Permits

A2040 Secure Laydown Area

A2050 Develop Bill of Materials

A2060 Procurement of Materials


A2080 Mobilize to Project Site

CE 592.2 Site WorkCE 592.2 Site WorkA1040 Survey

A1050 Clearing & Grubbing



A1080 Rough Grading of the site



A1180 Underground Utilities Installation

A1190 Underground Utilities GC Inspection

A1220 Underground Utilities backfill

A1450 SWPP & Retainage Pond

CE 592.3 FoundationCE 592.3 FoundationA1100 Survey & Excavation for Foundation


A1120 Foundation Post Inspection



A1160 Masonary work


A1210 Termite Treatment

A1250 Grade Slabs

CE 592.4 Framing and Dry InCE 592.4 Framing and Dry InA1200 Steel Column and Beam Erection



A1480 Frame and In wall Blocking - 2nd Floor

A1620 Install Precast Stair

A1630 Install Roof Joist / trusses

A1640 Lay Roof Decking

A1900 Install Sheathing

A2010 Roof Expansion Joints

A2090 PVC Roofing

A2100 Roof nailing

A2110 Exterior Doors & Windows Installation

A2130 Exterior Framing Inspection

A2220 Spray Fire Proofing

A2230 Complete Masonary Work

CE 592.5 Exterior FinishesCE 592.5 Exterior FinishesA1240 Complete Exterior Brick

A1800 ACM Wall Panels

A1810 Fiber Cement Sliding

A1820 Aluminium Canopies

A1830 Water Proof Membrane Marquee Sign

A1840 Install Signage & Marquee sign

A1850 Install Louvers

A1890 Flagpoles

CE 592.6 Utility Rough & Complete ConcreteCE 592.6 Utility Rough & Complete ConcreteA1260 Water proofing Elevator Pit

A1270 Elevator Installation

A1280 Rough-in plumbing - 2

A1290 Conduct Rough-in Plumbing - 2 Inspection

A1300 Rough-in HVAC

A1310 Conduct rough-in HVAC inspection

A1320 Rough-in Fire Sprinkler System

A1490 Conduct rough-in Fire Sprinkler Systerm Inspection

A1780 Rough-in electrical

A1880 Conduct Rough-in Electrical Inspection

A1970 Rough-in Security, Communication, Fire Alarm

A2000 Conduct Rough-in Security, Communication, Fire Alarm Inspection

A2240 Interior Framing Inspection

A2250 Place 1st Floor Concrete

CE 592.7 Interior FinishesCE 592.7 Interior FinishesCE 592.7.1 InsulationCE 592.7.1 Insulation

A1340 Place 1st Floor wall Insulation


A1360 Place Roof Insulation

A1370 Conduct Insulation Inspection

CE 592.7.2 Dry WallCE 592.7.2 Dry Wall

A1380 Install 1st Floor Drywall


A1400 Tape and Float 1st Floor Drywall

A1410 Install 2nd Floor Drywall


19 26 02 09 16 23 30 06 13 20 27 06 13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 05 12 19 26 02 09 16 23 30 07 14 21 28 04 11 18 25 02 09 16 23 30





Obtain Permits

Secure Laydown Area




Mobilize to Project Site05-Apr-17 05:00 PM, CE 592.2 Site Work

Survey

Clearing & Grubbing






Underground Utilities Installation

Underground Utilities GC Inspection

Underground Utilities backfill







Masonary work


Termite Treatment

Grade Slabs04-Jan-18 12:00 PM, CE 592.4 Framing and Dry In




Frame and In wall Blocking - 2nd Floor

Install Precast Stair

Install Roof Joist / trusses

Lay Roof Decking

Install Sheathing

Roof Expansion Joints

PVC Roofing

Roof nailing

Exterior Doors & Windows Installation

Exterior Framing Inspection

Spray Fire Proofing

Complete Masonary Work11-Jan-18 12:00 PM, CE 592.5 Exterior Finishes

Complete Exterior Brick

ACM Wall Panels

Fiber Cement Sliding

Aluminium Canopies

Water Proof Membrane Marquee Sign

Install Signage & Marquee sign

Install Louvers

Flagpoles12-Jan-18 05:00 PM, CE 592.6 Utility Rough & Complete Concrete

Water proofing Elevator Pit

Elevator Installation


Conduct Rough-in Plumbing - 2 Inspection

Rough-in HVAC

Conduct rough-in HVAC inspection

Rough-in Fire Sprinkler System

Conduct rough-in Fire Sprinkler Systerm Inspection

Rough-in electrical

Conduct Rough-in Electrical Inspection

Rough-in Security, Communication, Fire Alarm

Conduct Rough-in Security, Communication, Fire Alarm Inspection


Place 1st Floor Concrete11-Jun-18 05:00 PM, CE 592.7 Interior Finishes








Tape and Float 1st Floor Drywall




Primary Baseline

Actual Work

Remaining Work


Milestone





A2150 Install Interior Doors and Windows

CE 592.7.3 Paint, Panels, Stage FlooringCE 592.7.3 Paint, Panels, Stage FlooringA1440 Waterproof Membrane stage/platform

A1500 Prime Coat (Paint)

A1730 Install Stage Flooring

A1870 Wall and ACT Panels Installation

A1920 Exterior Painting (Top Coat)

A1950 Interior Painting (Top Coat)

A2160 Wall Graphics

A2170 Wall Padding and Display Cases

A2180 Banners

A2210 Misc Steel

CE 592.7.4 CabinetsCE 592.7.4 Cabinets

A1460 Millwork & Window Sill

A1470 Wood Shelving

A1930 Window Treatments

A2120 Operable Partitions

A2140 Stage Curtains, Folding Stages, and Cubicle Curtains

CE 592.7.5 Finish PlumbingCE 592.7.5 Finish Plumbing

A1510 Final Plumbing Installation 1st Floor

A1520 Final Plumbing Installation 2nd Floor

A2200 Final Plumbing Inspection

CE 592.7.6 Finish ElectricalCE 592.7.6 Finish Electrical

A1530 Complete 1st Floor Circuit to Service Panel

A1540 Complete 2nd Floor Circuit Service Panel

A1550 Final Security, Communications , Fire alarm & Inspection

A1860 Final Electrical Inspection

CE 592.7.7 Finish HVAC and Fire Sprinkler SystemCE 592.7.7 Finish HVAC and Fire Sprinkler System

A1560 Complete 1st Floor HVAC

A1570 Complete 2nd Floor HVAC

A1580 Conduct HVAC Inspection

A1790 Complete Fire Sprinkler System and Inspection

CE 592.7.8 Carpet, Tile, and AppliancesCE 592.7.8 Carpet, Tile, and Appliances

A1590 Water proofing & Ceramic Tile installation

A1600 VCT

A1610 Expansion Joints and Caulking

A1740 Residental Appliances

A1750 Food Service Equipment

A1760 Kiln

A1910 Outdoor Basket ball and Lockers

A1960 Column Covers

A2190 Carpet


CE 592.8 Landscaping & Grounds WorkCE 592.8 Landscaping & Grounds WorkA1650 Asphalt Paving & Curb

A1660 SIte Concrete Aggregate

A1670 Landscape & Irrigation

A1680 Fencing

A1980 Traffic Coatings

CE 592.9 Close OutCE 592.9 Close OutA1690 Complete final inspection for certificate of occupancy

A1700 Cleanup for occupancy


A1720 Architect Pre Final Inspection

A1770 Workoff Architect Punch List

A1940 Architect Final Inspection


19 26 02 09 16 23 30 06 13 20 27 06 13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 03 10 17 24 31 07 14 21 28 04 11 18 25 02 09 16 23 30 06 13 20 27 04 11 18 25 01 08 15 22 29 05 12 19 26 05 12 19 26 02 09 16 23 30 07 14 21 28 04 11 18 25 02 09 16 23 30


Tape and Float 2nd Floor Drywall

Install Interior Doors and Windows29-May-18 05:00 PM, CE 592.7.3 Paint, Panels, Stage Flooring

Waterproof Membrane stage/platform

Prime Coat (Paint)

Install Stage Flooring

Wall and ACT Panels Installation

Exterior Painting (Top Coat)


Wall Graphics

Wall Padding and Display Cases

Banners

Misc Steel15-May-18 05:00 PM, CE 592.7.4 Cabinets

Millwork & Window Sill

Wood Shelving

Window Treatments

Operable Partitions

Stage Curtains, Folding Stages, and Cubicle Curtains20-Apr-18 05:00 PM, CE 592.7.5 Finish Plumbing

Final Plumbing Installation 1st Floor

Final Plumbing Installation 2nd Floor

Final Plumbing Inspection10-May-18 12:00 PM, CE 592.7.6 Finish Electrical

Complete 1st Floor Circuit to Service Panel

Complete 2nd Floor Circuit Service Panel

Final Security, Communications , Fire alarm & Inspection

Final Electrical Inspection18-May-18 05:00 PM, CE 592.7.7 Finish HVAC and Fire Sprinkler System

Complete 1st Floor HVAC

Complete 2nd Floor HVAC

Conduct HVAC Inspection

Complete Fire Sprinkler System and Inspection11-Jun-18 05:00 PM, CE 592.7.8 Carpet, Tile, and Appliances

Water proofing & Ceramic Tile installation

VCT

Expansion Joints and Caulking

Residental Appliances

Food Service Equipment

Kiln

Outdoor Basket ball and Lockers

Column Covers

Carpet

Hollow metal, Wood Doors, Toilet Partitions & Accessories,FEC09-Apr-18 05:00 PM, CE 592.8 Landscaping & Grounds Work

Asphalt Paving & Curb

SIte Concrete Aggregate

Landscape & Irrigation

Fencing

Traffic Coatings19-Jul-18 05:00 PM, CE 592.9 Close Out






Architect Final InspectionFinal completion and Handover to Client,


Primary Baseline

Actual Work

Remaining Work


Milestone



Project: CE 592 Porters NeckWBS: CE 592.11 Pre Construction

WBS: CE 592.2 Site Work

WBS: CE 592.3 Foundation

WBS: CE 592.4 Framing and Dry In

WBS: CE 592.5 Exterior Finishes

WBS: CE 592.6 Utility Rough & Complete Concrete

WBS: CE 592.7 Interior Finishes

WBS: CE 592.8 Landscaping & Grounds Work

WBS: CE 592.9 Close Out

WBS: CE 592.7.1 Insulation

WBS: CE 592.7.2 Dry Wall

WBS: CE 592.7.3 Paint, Panels, Stage Flooring

WBS: CE 592.7.4 Cabinets

WBS: CE 592.7.5 Finish Plumbing

WBS: CE 592.7.6 Finish Electrical

WBS: CE 592.7.7 Finish HVAC and Fire Sprinkler System

WBS: CE 592.7.8 Carpet, Tile, and Appliances

A2080Mobi lize to Project Si te

A2070Organize crew and

Schedule Equipm ent

A2060Procur ement of

Mate rial s

A2050Dev elop B i ll of

Mat erial s

A2030Obta in Pe rmi ts

A 20 20Noti ce to Pro ceed

A2040Secure Laydo wn Ar ea

A1450SW PP & Retain age

Pond

A1130Underground Ut ili t ie s

Excav ation

A1090SIte Of f ic e a nd Ins tall

Tem porary Power

serv i ce

A 10 80Rough Grading of the

sit e

A 10 70E rosion Control and

Tem porary Road

A10 60Underground Uti lties

Locato r 811

A10 50Clearing & Grubbing

A1040Surv ey

A1220Underground Util it ies

backf ill

A1180Underground Utili t ie s

Inst all ati on

A1190Underground Utili t ies

GC Inspection

A1250Grade S labs

A1210Termi te Tre atmen t

A1170Rough in Plumbing - 1

and Inspection

A1160Masonar y work

A 1150B ac kF il l Fo undation

and Granuler Fi l l F or

t he Grad e S la b

A 1140S he et Wa terp roof in g of

F ou ndation &

Insp ec tion

A1120Fou ndation Post

Inspec tion

A1110Pl ace Concre te for

Fou ndation and Precast

St ai rs

A1100Surv ey & Excav ation

f or Foundat ion

A13 30Inst al l Joi st and Lay

Decking- 1st Floor

A1230Frame and Inwall

Blocking 1st Floor

A1200Steel Column and

Beam Erection

A2230Complete Masonary Work

A2220Spray Fire Proof ing

A2130Ext erior Fra ming

Insp ec tion

A 2110E xt erior Door s &

W indows In stall at io n

A 19 00Inst all Sheat hing

A1640Lay Roo f Dec king

A 16 30I nst all Roof J oist / t rus ses

A 16 20Inst all P recas t S tai r

A2100Roof n aili ng

A2090PVC Roof ing

A2010Roof E xpansion Joints

A14 80Frame and In wall

Bl ocking - 2nd Floor

A1890Flagpoles

A1850Inst all Lou v ers

A1840Inst al l Signage &

Marquee sign

A1830Water Proof Membrane

Marquee Sign

A1820Alumin iu m Cano pies

A1810Fiber Cement S liding

A1800ACM W al l Pa nels

A1240Com plete Exter ior Brick

A2240Interior Framing

Insp ection

A2000Conduct Rough- in

Securi t y,

Com municatio n, F i re

A12 80Rough-in plumbi ng - 2

A1970Rough-in Sec uri ty ,

Com municatio n, F i re

Alarm

A 17 80Rough-in elect rical

A 13 00Rough-in HVA C

A2250Place 1s t F loor

Concrete

A1490Conduct rou gh -in F ire Spr inkler Sys term

Insp ec tion

A1880Conduct Rough- in

Elect ri cal In sp ect ion

A 13 20Rough-in F i re Spr in klerS ys tem

A 13 10Conduct rou gh -in

HVA C insp ect ion

A 12 90Conduct Rough- in P lumbing - 2

Insp ec tion

A1270Elev ator Inst allation

A1260Water proof in g Elev ator Pi t

A13 70Conduct Insulation

Inspection

A1360Place Roof Insulati on

A1350Place 2nd Floor wall &

Slab Insulati on

A1340Place 1s t F loor wal l

Insulation

A1430Tap e and Floa t 2 nd

Floor Dry wal l

A1420Inst all 2nd Flo or

Ov erhea d Dry wal l

A 14 10I nst all 2nd Flo or

Dry wall

A 13 90Inst all 1st Floor

Ov erhead Dry wal l

A 13 80Inst all 1st Floor

Dry wall

A 21 50Inst all I nterior Door s

and W in dows

A 14 00Tap e and Floa t 1 st

F loor Dry wal l

A1950Interior Painting (Top

Coat )

A1500Prim e Coat (Paint)

A 22 10Misc Stee l

A21 80Ban ners

A2170Wall Padding and

Display Cases

A2160Wall Graphics

A1920Exterior Painti ng (Top Coat )

A1730Inst all Stage Flooring

A1870Wall and ACT Panels

Inst al lation

A 14 40W at erproof Membrane

stag e/platf orm

A2140Stage Curtains, Folding Stages, and

Cubicle Curtains

A2120Operable Parti tions

A1930Window Treatments

A1470Wood Shelv ing

A1460Mil lwork & W indow S ill

A22 00Fi nal P lumbing

Inspection

A1520Final P lumbing

Inst al lation 2nd Floor

A1510Final P lumbing

Inst al lation 1st Floor

A 18 60F inal E lectr ic al

Inspec tion

A15 50Fi nal S ecurity ,

Communications , Fi re

alarm & Ins pection

A1540Complete 2nd F loor

Circuit S erv ice Panel

A1530Complete 1st Floor

Circuit t o S erv ice

Panel

A 17 90Com plete Fire

S pr inkler S ys tem a nd

I nsp ec tion

A 15 80Conduct HVA C

Insp ec tion

A 15 70Com pl et e 2nd F lo or

HVA C

A15 60Complete 1st Floor

HVA C

A2260Hollow metal, W ood Doors, Toilet P art itions

& A ccessories,FEC

A1600VCT

A 21 90Carp et

A19 10Outdoor Basket ball and Lockers

A 19 60Colum n Cov ers

A 17 60K i ln

A17 50Foo d S erv ice

Equ ipment

A1740Residental Appliances

A1610Expansion Joints and

Caulking

A1590Water proof ing & Ceramic Til e

installation

A1660SIte Concrete

Aggregate

A1980Traf f i c Coatings

A1680Fencing

A1670Landsc ape & Ir rigation

A1650Asphalt Pav ing & Curb

A19 90Fi nal compl et ion and

Handov er to Client

A1940Architect Final

Inspection

A1770Workoff A rchi tect

Punch List

A1720Architect Pre Final

Inspection

A1710Com plete Punch List

Items of GC

A1700Cleanu p for occup anc y

A1690Com plete f inal

inspection f or

cert if i ca te o f

Abhishek Singh Activity Network Layout

Activity IDActivity Name Page 1 of 2 © Oracle Corporation

Project: CE 592 Porters NeckWBS: CE 592.11 Pre Construction

WBS: CE 592.2 Site Work

WBS: CE 592.3 Foundation

WBS: CE 592.4 Framing and Dry In

WBS: CE 592.5 Exterior Finishes

WBS: CE 592.6 Utility Rough & Complete Concrete

WBS: CE 592.7 Interior Finishes

WBS: CE 592.8 Landscaping & Grounds Work

WBS: CE 592.9 Close Out

WBS: CE 592.7.1 Insulation

WBS: CE 592.7.2 Dry Wall

WBS: CE 592.7.3 Paint, Panels, Stage Floor ing

WBS: CE 592.7.4 Cabinets

WBS: CE 592.7.5 Finish Plumbing

WBS: CE 592.7.6 Finish Electrical

WBS: CE 592.7.7 Finish HVAC and Fire Sprinkler System

WBS: CE 592.7.8 Carpet, Tile, and Appliances

Abhishek Singh Activity Network Layout

Activity IDActivity Name Page 2 of 2 © Oracle Corporation


CE 592 Porters NeckCE 592 Porters Neck

CE 592.11 Pre ConstructionCE 592.11 Pre ConstructionA2020 Notice to Proceed

A2030 Obtain Permits

A2050 Develop Bill of Materials

A2060 Procurement of Materials


A2080 Mobilize to Project Site

CE 592.2 Site WorkCE 592.2 Site WorkA1040 Survey

A1050 Clearing & Grubbing



A1080 Rough Grading of the site



A1450 SWPP & Retainage Pond

CE 592.3 FoundationCE 592.3 FoundationA1100 Survey & Excavation for Foundation


A1120 Foundation Post Inspection



A1160 Masonary work


A1210 Termite Treatment

A1250 Grade Slabs

CE 592.4 Framing and Dry InCE 592.4 Framing and Dry InA1200 Steel Column and Beam Erection



CE 592.5 Exterior FinishesCE 592.5 Exterior Finishes

CE 592.6 Utility Rough & Complete ConcreteCE 592.6 Utility Rough & Complete ConcreteA1280 Rough-in plumbing - 2

A1300 Rough-in HVAC

A1780 Rough-in electrical

A1970 Rough-in Security, Communication, Fire AlarmA2000 Conduct Rough-in Security, Communication, Fire Alarm Inspection

A2240 Interior Framing Inspection

CE 592.7 Interior FinishesCE 592.7 Interior FinishesCE 592.7.1 InsulationCE 592.7.1 Insulation

A1340 Place 1st Floor wall Insulation


A1360 Place Roof Insulation

A1370 Conduct Insulation Inspection

CE 592.7.2 Dry WallCE 592.7.2 Dry Wall

A1380 Install 1st Floor Drywall


1 2 0 0 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3J F M A May 2017 J July 2017 A S O N D J F M A May 2018 J July 2018




Obtain Permits




Mobilize to Project Site22-Mar-17 05:00 PM, CE 592.2 Site Work

Survey

Clearing & Grubbing












Masonary work


Termite Treatment

Grade Slabs12-Sep-17 05:00 PM, CE 592.4 Framing and Dry In




05-Jan-18 05:00 PM, CE 592.6 Utility Rough & Complete Concrete


Rough-in HVAC

Rough-in electrical

Rough-in Security, Communication, Fire AlarmConduct Rough-in Security, Communication, Fire Alarm Inspection


11-Jun-18 05:00 PM, CE 592.7 Interior Finishes









Primary Baseline

Actual Work

Remaining Work


Milestone

Page 1 of 2 TASK filter: Critical.



A1410 Install 2nd Floor Drywall



CE 592.7.3 Paint, Panels, Stage FlooringCE 592.7.3 Paint, Panels, Stage Flooring

A1500 Prime Coat (Paint)

A1950 Interior Painting (Top Coat)

CE 592.7.4 CabinetsCE 592.7.4 Cabinets

CE 592.7.5 Finish PlumbingCE 592.7.5 Finish Plumbing

CE 592.7.6 Finish ElectricalCE 592.7.6 Finish Electrical

CE 592.7.7 Finish HVAC and Fire Sprinkler SystemCE 592.7.7 Finish HVAC and Fire Sprinkler System

CE 592.7.8 Carpet, Tile, and AppliancesCE 592.7.8 Carpet, Tile, and Appliances

A1600 VCT


CE 592.8 Landscaping & Grounds WorkCE 592.8 Landscaping & Grounds Work

CE 592.9 Close OutCE 592.9 Close OutA1690 Complete final inspection for certificate of occupancy

A1700 Cleanup for occupancy


A1720 Architect Pre Final Inspection

A1770 Workoff Architect Punch List

A1940 Architect Final Inspection


1 2 0 0 1 2 3 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3J F M A May 2017 J July 2017 A S O N D J F M A May 2018 J July 2018



Tape and Float 2nd Floor Drywall06-Apr-18 05:00 PM, CE 592.7.3 Paint, Panels, Stage Flooring

Prime Coat (Paint)


11-Jun-18 05:00 PM, CE 592.7.8 Carpet, Tile, and Appliances

VCT

Hollow metal, Wood Doors, Toilet Partitions & Accessories,FEC

19-Jul-18 05:00 PM, CE 592.9 Close Out






Architect Final Inspection

Final completion and Handover to Client,


Primary Baseline

Actual Work

Remaining Work


Milestone

Page 2 of 2 TASK filter: Critical.


Description Schedule of Values

General Conditions

Field Supervision 712050.8594

Site Office 26023.66462

Site Access 37985.47965

Temporary Utilities/Storage 72039.044

Site Construction Facilities 15077.4

Small Tools and Equipments 2319.6

Permits 206087.9749

Site Work 0

Grading, Stone, Paving, Utilities, Survey 996739.1637

Paving 445714.4802

Termite Treatment 29471.08695

Concrete 0

Spread Footings 19532.03508

Reinforcment for Spread Footings 1729.31747

Strip Footings 73166.73826

Elevated Slabs 58040.58398

Slab on Grade 147036.1461

Stair Concrete 3497.715562

Site Concrete Aggregate 31374.31318

Site Concrete 129510.2463

Precast Material and Erection 23258.89595

Masonry 0

Masonry (CMU) 515503.6758

Anchor Bolts for Brick Vaneer 14948.33746

Brickwork 378258.3977

Metals 0

Structural and Misc Steel 1123555.409

Misc. Steel 22033.07318

Column Covers 3080.243232

Wood, Plastics and Composites 0

Schedule of Values

Millwork and Window Seals 250853.142

Thermal and Moisture Protection 0

Waterproof Membrane & Sheet Waterproofing 16487.94923

Extensions Joints/Caulking 17009.25128

Roof Nailers 39304.6037

Traffic Coatings 7011.591362

PVC Roofing 281066.6891

ACM Panel 51897.13918

Roof Expansion Joints 8863.866604

Spray Foam Beam Infill 4227.663492

Foam Insulation 90083.63713

Openings 0

Coiling Doors 29168.97

Aluminum Storefront 405798.7106

Louvers 4600.659876

Finishes 0

Dry Wall- Wall 195086.0162

Dry Wall-Ceilings 10092.05739

Framing 116411.6147

Inwall Blocking 21117.16244

Fiber Cement 5481.376711

ACT Ceilings 696611.0167

ACT Wall Panels 19957.42268

Ceramic Tiles 95154.59427

VCT Tile 203550.3401

Carpet Tiling 23863.34958

Stage Flooring 7365.067561

Painting 162529.0394

Wall Graphics 3500.2764

Wall Padding 38184.1942

Window Treatments 14991.68382

Specialities 0

Hollow Metal, Wood Dorrs, Toilet Part, Toilet acc, FEC 314594.342

Signage and Marquee 28821.27588

Basket Ball Goals 7555.626723

Lockers 1571.81601

Banners 780.5249543

Operable Partititon 144278.144

Aluminum Canopies 221214.9128

Flagpoles 14480.31677

Equipment 0

Food Service Equipment 263687.4888

Kiln 5005.395252

Residential Appliances 8690.019542

Stage Curtains, Folding Stages, Cubicle Curtains 23092.49017

Furnishings 0

Wood Shelving 81581.23968

Display Cases 5610.533668

Conveying Equipment 0

Elevators 291362.1747

Fire Supression 0

Spray Fireproofing 521378.7291

Misc Firestopping 226809.0434

Fire Sprinklers 475031.2253

Plumbing 0

Plumbing System Sub-Contract 730668.6974

HVAC 0

HVAC System Sub-Contract 1705812.138

Electrical 0

Electrical System Sub-Contract 444593.0076

Communications 0

Communication System 68444.27975

Electronic Safety and Security 0

Fire Alarm 169870.3472

Security 139083.1143

Exterior Improvements 0

Fencing 40923.52376

Landscaping and Irrigation 420515.6393

CASH FLOW

Activities SOV Work Type 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17General Conditions 516,978$ Self Performed 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ 32,311$ Site work 284,695$ Self Performed 284,695$ Grading and Footing Excavation 444,319$ Self Performed 133,296$ 311,023$ Utility Pipelines 199,935$ Self Performed 119,961$ 79,974$ Foundation 166,970$ Self Performed 166,970$ Steel 894,611$ Sub-Contracted 894,611$ Concrete Slab 246,949$ Sub-Contracted 49,390$ 197,559$ Caulking 12,706$ Sub-Contracted 12,706$ Masonary 620,758$ Sub-Contracted 248,303$ 372,455$ H.V.A.C 1,274,271$ Sub-Contracted 127,427$ 318,568$ 318,568$ 318,568$ 191,141$ Plumbing 736,769$ Sub-Contracted 221,031$ 294,708$ 221,031$ Electrical 353,999$ Sub-Contracted 106,200$ 247,799$ Elevator 217,653$ Sub-Contracted 217,653$ Exterior Finishings 1,183,747$ Sub-Contracted 591,874$ 591,874$ Brick Veneer 951,998$ Sub-Contracted 380,799$ 571,199$ Roof 303,662$ Sub-Contracted 242,929$ 60,732$ Partition walls 145,297$ Sub-Contracted 58,119$ 36,324$ 36,324$ 14,530$ Dry Wall 209,668$ Sub-Contracted 146,767$ 62,900$ Speciality Rough-ins 729,034$ Sub-Contracted 218,710$ 291,613$ 218,710$ Interior finishes 1,256,042$ Sub-Contracted 125,604$ 62,802$ 125,604$ 502,417$ 314,010$ 125,604$ Door and Windows 453,716$ Sub-Contracted 45,372$ 90,743$ 45,372$ 272,230$ Paint 147,507$ Sub-Contracted 44,252$ 103,255$ Exterior Landscaping 334,828$ Sub-Contracted 284,604$ 50,224$ Hardware 258,876$ Sub-Contracted 194,157$ 64,719$ Miscellaneous 62,809$ Sub-Contracted 3,140$ 6,281$ 53,387$ Kitchen Appliances 274,652$ Sub-Contracted 274,652$ Cleaning 6,378$ Self Performed 6,378$ Final Punch List 117,650$ Self Performed 117,650$

570,263$ 423,308$ 199,281$ 976,312$ 490,879$ 1,598,469$ 1,860,448$ 840,668$ 681,907$ 697,804$ 799,949$ 877,994$ 700,027$ 581,194$ 836,689$ 271,282$ DC as a % of SOV (85%) (1) 484,723$ 359,812$ 169,389$ 829,865$ 417,248$ 1,358,699$ 1,581,380$ 714,568$ 579,621$ 593,134$ 679,956$ 746,295$ 595,023$ 494,015$ 711,186$ 230,590$ COOH as a % of SOV (10%) (2) 57,026$ 42,331$ 19,928$ 97,631$ 49,088$ 159,847$ 186,045$ 84,067$ 68,191$ 69,780$ 79,995$ 87,799$ 70,003$ 58,119$ 83,669$ 27,128$ P+C as a & of SOV (5%) (3) 28,513$ 21,165$ 9,964$ 48,816$ 24,544$ 79,923$ 93,022$ 42,033$ 34,095$ 34,890$ 39,997$ 43,900$ 35,001$ 29,060$ 41,834$ 13,564$ $ paid or spent by the GC 541,750$ 402,143$ 189,317$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 30,696$ 139,892$ $ paid or spent by subs 896,801$ 435,640$ 1,487,850$ 1,736,730$ 767,939$ 617,116$ 632,219$ 729,256$ 803,398$ 634,330$ 521,439$ 764,159$ 117,826$ $ Billed to the client 570,263$ 423,308$ 199,281$ 976,312$ 490,879$ 1,598,469$ 1,860,448$ 840,668$ 681,907$ 697,804$ 799,949$ 877,994$ 700,027$ 581,194$ 836,689$ 271,282$ % Retained by the client (5%) 57,026$ 42,331$ 19,928$ 97,631$ 49,088$ 159,847$ 186,045$ 84,067$ 68,191$ 69,780$ 79,995$ 87,799$ 70,003$ 58,119$ 83,669$ 27,128$ Money Received from client 513,236$ 380,978$ 179,353$ 878,681$ 441,792$ 1,438,622$ 1,674,403$ 756,601$ 613,716$ 628,024$ 719,954$ 790,194$ 630,024$ 523,075$ 753,020$ 244,154$ $ Billed by subs to GC 896,801$ 435,640$ 1,487,850$ 1,736,730$ 767,939$ 617,116$ 632,219$ 729,256$ 803,398$ 634,330$ 521,439$ 764,159$ 117,826$ % Retained by GC on Sub (5%) 89,680$ 43,564$ 148,785$ 173,673$ 76,794$ 61,712$ 63,222$ 72,926$ 80,340$ 63,433$ 52,144$ 76,416$ 11,783$ Total amount of money paid to sub by GC 807,121$ 392,076$ 1,339,065$ 1,563,057$ 691,145$ 555,405$ 568,997$ 656,330$ 723,059$ 570,897$ 469,295$ 687,743$ 106,044$ Net Paid or spent by GC -$ 541,750 $ 111,093 $ 191,660 $ 148,658 $ 40,864 $ 19,020 $ 68,862 $ 80,651 $ 34,761 $ 27,616 $ 28,332 $ 32,928 $ 36,440 $ 28,432 $ 23,084 -$ 74,615 $ 364,287Cumulative of net paid by GC -$ 541,750 -$ 430,656 -$ 238,996 -$ 90,338 -$ 49,474 -$ 30,454 $ 38,408 $ 119,058 $ 153,819 $ 181,435 $ 209,767 $ 242,695 $ 279,135 $ 307,567 $ 330,651 $ 256,036 $ 620,324

GC is going to submit the bills at end of every month and GC will get paid after one month of the billing.Subcontractor will submit their bill at end of each month and will get paid by GC after one month of billing.Retainage will be 5% for the GC and Subcontractor.

-$ 600,000

-$ 400,000

-$ 200,000

$ 0

$ 200,000

$ 400,000

$ 600,000

$ 800,000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Series1

5.3 Value Engineering

(1) Acoustic Ceiling Tiles1: Design recommends Armstrong "School Zone" ceiling tiles. Black Box recommends Armstrong “Cirrus” Ceiling Tiles. Similar performance specifications which include sound absorption, reflectance, Fire Rating, Humidity & Sag ratings. Cirrus has longer manufacturer warranty of 15 years when compared to “School Zone’s 10-year warranty. Hence it is more durable and required less repairs/replacement as compared to “School Zone”. Additionally, Cirrus is composed of 86% recycled material, while School Zone contains only 57% recycled material. Hence, it’s a more sustainable option.

Material cost difference ~10% increase. Hence net increase in total cost of construction activity is much lesser considering same labor & equipment cost required to install similar product. Return on additional investment over span of additional 5 years (Increase in product life by 50%) yields better result.

(2) Energy Star Certification: ENERGY STAR certified buildings save energy, save money, and help protect the environment by generating fewer greenhouse gas emissions than typical buildings. To be certified as ENERGY STAR, a building must meet strict energy performance standards set by EPA. Specifically, to be eligible for ENERGY STAR certification, a building must earn an ENERGY STAR score of 75 or higher, indicating that it performs better than at least 75 percent of similar buildings nationwide. The ENERGY STAR score accounts for differences in operating conditions, regional weather data, and other important considerations.

We assist our patrons with obtaining Energy Star Certification for our finished product, should they choose to obtain it. We have commissioned several Energy star buildings and our staff are well seasoned with strict standards required.

(3) Use of tank-less water heater instead of conventional “tanked” water heater, which are highly energy efficient as compared with their “tanked” counterparts. Studies suggest around 40-50% energy conservation possible when using tank less water heaters as they provide hot water on demand without having to constantly maintain 50-60 gallons of hot water in tanks.

We will also provide Eemax AutoBooster to further enhance boiler efficiency. This would reduce the number of boilers units required, and hence further reduce energy costs and hence increase overall efficiently. This upgrade is included as part of our base bid, should the patron wish to authorize this value engineering suggestion.

(4) Provide Carbon Monoxide Detectors, especially in confined spaces such as HVAC rooms. Carbon monoxide (CO) is a deadly, colorless, odorless, and poisonous gas. The incomplete burning of fuels produces the gas. A carbon monoxide detector or CO detector is a device that detects the presence of the gas before it reaches dangerous levels. An audible alarm will sound, alerting you to evacuate, or to ventilate the area. Time is of the essence, and so not responding to the alarm can be deadly especially in sensitive buildings such as elementary schools.

1 https://www.armstrongceilings.com/commercial/en-us/commercial-ceilings-walls/cirrus-square-lay-in-and-tegular-ceiling-tiles.html

(5) Motion Sensor/ Occupancy Sensor Light Switches: Black Box Construction highly recommends motion sensor light switches in all Class rooms and office rooms. Motion Sensors monitor the presence of activity inside the room and automatically turns off the lights when the room is empty/ has no activity. This in turn saves energy.

(6) Replace conventional Fluorescent lamps with LEDs. Despite a higher initial investment with LED bulbs, their long-life span as much as four times to that of CFLs (Compact Fluorescent Lamps) and as much as 25 times to that of incandescent lamps provides a much higher return on investment over the product lifecycle, through energy savings. LED’s consume much lesser energy and last much longer than their counterparts. Typical 20-year life cycle savings for a LED lamps is around ~$250. And multiplying that with the number of LED lamps (more than 100 in this project) is $25,000/- over life cycle. Which is a very reasonable investment.

(7) Retrofitting Dry Storm Water Ponds with sediment fore bay. Sediment fore bay in a pond makes dredging quicker and easier since the sediment is confined to a small space. Hence a lower maintenance cost and frequency than conventional ponds. Can retrofit this further to "Bio Pond" by planting Native plants and wildflowers, promoting nutrient uptake, and stimulating ecosystem development. Bio Pond has a much higher filtration capacity.

Code

Number

of Crew Crew

Duration

(days) Quantity Unit Mat. Labor. Equip. Sub. Materials Labor Equip. Sub.

Total Activity

Cost

Footings - - - - - - - - - -

Spread Footings 03 30 53.40 3825 1 C-14C 1.5 61 C.Y. $207.00 $120.00 $0.73 - $12,627.00 $7,320.00 $44.53 $0.00 $19,991.53

Reinforcment for Spread Footings 03 21 11.60 0500 4 1 Rodman 2 1 Ton $960.00 $810.00 - - $960.00 $810.00 $0.00 $0.00 $1,770.00

Strip Footings 03 30 53.40 3935 1 C-14L 7 368 C.Y. $125.00 $78.50 $0.58 - $46,000.00 $28,888.00 $0 $0.00 $74,888.00

Elevated Slabs 03 30 53.40 4650 1 C14-E 5 300 C.Y. $129.00 $68.50 $0.52 - $38,700.00 $20,550.00 $156.00 $0.00 $59,406.00

Slab on Grade 03 30 53.40 4650 1 C14-E 12.5 760 C.Y. $129.00 $68.50 $0.52 - $98,040.00 $52,060.00 $395.20 $0.00 $150,495.20

Stair Concrete 03 41 23.50 0700 1 C-12 1 4 Flights $685.00 $163.00 $47.00 - $2,740.00 $652.00 $188.00 $0.00 $3,580.00

Site Concrete Aggregate 32 06 10.10 0450 2 B-18 8 37,340 S.F. $0.47 $0.37 $0.02 - $17,549.80 $13,815.80 $746.80 $0.00 $32,112.40

Site Concrete 33 06 10.10 0310 8 B-24 9.5 37,340 S.F. $1.79 $1.76 - - $66,838.60 $65,718.40 $0.00 $0.00 $132,557.00

$283,455.40 $189,814.20 $1,530.53 $0.00 $474,800.13

$238,782.83 $159,899.48 $1,289.32 $0.00 $399,971.63

Total

Detailed Estimate: Concrete

Total

Adjusted

Values Adjusted for January 2017

Unit Cost Total Cost

Code

Number

of Crew Crew

Duration


Total Activity

Cost

CMU Masonry 04 22 10.28 0300 5 D8 36 63,570 S.F. $3.53 $4.77 - - $224,402.10 $303,228.90 $527,631.00

$189,036.33 $255,440.03 $0.00 $444,476.35

Code

Number

of Crew Crew

Duration


Total Activity

Cost

Anchor Bolts for Brick Vaneer 03 15 19.10 0180 4 1 Carp 4 300 Sets $30.50 $20.50 - - $9,150.00 $6,150.00 $15,300.00 $7,707.96 $5,180.76

Brick (Utility) 04 21 13.13 3350 5 D-8 23 40,540 S.F. $4.78 $4.77 - - $193,781.20 $193,375.80 $387,157.00 $163,241.28 $162,899.77

$202,931.20 $199,525.80 $0.00 $0.00 $402,457.00

$170,949.24 $168,080.53 $0.00 $0.00 $339,029.78

Detailed Estimate: Masonry

Adjusted

Total

Adjusted




Code

Number

of Crew Crew

Duration


Total Activity

Cost

Heavy Duty Asphalt Pavement 32 12 16.14 0050 1 B-25C 6 50,000 S.F. $3.57 $0.23 $0.27 - $178,500.00 $11,500.00 $13,500.00 $203,500.00

Light Duty Asphalt Pavement 33 12 16.14 0035 1 B-25C 8 70,000 S.F. $3.11 $0.23 $0.27 - $217,700.00 $16,100.00 $18,900.00 $252,700.00

$396,200.00 $27,600.00 $32,400.00 $0.00 $456,200.00

$333,758.88 $23,250.24 $27,293.76 $0.00 $384,302.88


Detailed Estimate: Paving


TotalAdjusted

Total

Description Crew Daily Output Unit Quantity Material Labor Equipment Total ($) Duration Schedule

Termite Treatment 13 x 1 Skwk 30,780.00 S.F 61,560.0 $20,315 $9,850 $0 $30,164 2.0 2

$20,315 $9,850 $0 $30,164 2 Days

$17,113.19 $8,297.30 $0.00 $25,410.49

Detailed Estimate: Termite Treatment

Total

Adjusted Total


Total Cost of Site Work

Description Material Labor Equipment Cost

Grading and Footing Excavation $0.00 $54,044.92 $75,372.86 $129,417.79

Electrical In Concrete $15,780.25 $38,059.07 $0.00 $53,839.32

Interior Water Piping $18,562.57 $32,473.21 $0.00 $51,035.78

Exterior Water Piping $14,464.92 $3,199.83 $339.16 $18,003.90

Storm Water Piping $67,623.39 $75,393.30 $18,823.10 $161,839.79

Sanitary Sewer $2,449.08 $2,150.41 $0.00 $4,599.49

Utility Excavation $17,418.22 $3,082.79 $0.00 $20,501.01

Utility Backfill $23,328.24 $4,390.02 $0.00 $27,718.26

Utility Bedding $103,801.42 $26,866.25 $9,891.66 $140,559.33

Granular Fill $18,576.27 $8,403.55 $884.58 $27,864.40

Rip Rap $1,402.86 $3,228.80 $1,030.99 $5,662.65

Retention Pond $0.00 $66,044.27 $147,194.40 $213,238.67

Total $283,407.21 $317,336.42 $253,536.76 $854,280.39

Adjusted Total $285,107.65 $319,240.44 $255,057.98 $859,406.07


Summary of Site Work

Description SOV

Grading and Footing Excavation $150,999.34

Electrical In Concrete $62,817.50

Interior Water Piping $59,546.45

Exterior Water Piping $21,006.21

Storm Water Piping $188,828.00

Sanitary Sewer $5,366.49

Utility Excavation $23,919.74

Utility Backfill $32,340.53

Utility Bedding $163,998.84

Granular Fill $32,511.03

Rip Rap $6,606.94

Retention Pond $248,798.09

Site Work Grading and ExcavationMaterial labor Equipment cost Amount Mateiral Labor Equipment Total Cost Productivity Duration Crew

Clearing Trees $0.00 $745.00 $2,525.00 $3,270.00 Per Acre 13.09 Acres $0.00 $9,752.05 $33,052.25 $42,804.30 16 Hours/Acre 209.44 Hours B-10MRough Grading $0.00 $1,950.00 $2,050.00 $4,000.00 /100000SF 777750 SF $0.00 $15,166.13 $15,943.88 $23,607.36 44.44 Hours/100000 345.63 Hours B-11L

$0.00 $2,695.00 $4,575.00 Total: $0.00 $24,918.18 $48,996.13 $66,411.66 555.07 Hours$0.00 $19,959.27 $39,245.53 $53,195.24

17.35 Days Finish Grading $0.00 $1.76 $1.84 $3.60 /SY 20000 SY $0.00 $35,200.00 $36,800.00 $72,000.00 0.008 Hours 160.00 Hours B-11L

Total: $0.00 $35,200.00 $36,800.00 $72,000.00 6.67 Days$0.00 $28,194.94 $29,476.52 $57,671.46

Footing Excavations Material Labor Equipment Cost For each BCY Amount BCY Material Labor Equipment Total Cost ProductivitySpread Footing F1

(B,6.5) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12E(B,13) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12E(B.3,13) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12E(D.9,2) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12E(F.4,12.5) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12E(F.4,14) $0.00 $6.20 $7.00 $13.20 0.907 BCY $0.00 $5.62 $6.35 $11.97 0.138 Hours Per BCY 0.13 Hours B-12ESpread Footing F2(B,8.5) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B,9) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B,10.4) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B,12) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B,12.6) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B.2,7) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B.8,10.4) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(B.8,12) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(C,13) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.4,10.4) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(C,13) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.4,10.4) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.4,12) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.6,10.4) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.8,8.5) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.8,9.6) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.8,12) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(D.8,13) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(F.1,12) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(G.4,9) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(G.4,10) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(G.4,12.1) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12E(J,9) $0.00 $6.20 $7.00 $13.20 1.778 BCY $0.00 $11.02 $12.45 $23.47 0.138 Hours Per BCY 0.25 Hours B-12ESpread Footing F3(B,6) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(B,8) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,3) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,4) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,5) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,6) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,7) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(D.9,9) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(F.1,10) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(F.8,8.7) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(F.9,14) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(J.9,14) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(G.1,14) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(G.6,14) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12E(J,11.4) $0.00 $6.20 $7.00 $13.20 2.778 BCY $0.00 $17.22 $19.45 $36.67 0.138 Hours Per BCY 0.38 Hours B-12ESpread Footing F4(F.4,8.7) $0.00 $6.20 $7.00 $13.20 4 BCY $0.00 $24.80 $28.00 $52.80 0.138 Hours Per BCY 0.55 Hours B-12ESpread Footing LF-1 $0.00(B,5)-(B,5.5) $0.00 $6.20 $7.00 $13.20 1.556 BCY $0.00 9.6472 $10.89 $20.54 0.138 Hours Per BCY 0.21 Hours B-12ESpread Footing LF-2(A,11.2)-(A,11.9) $0.00 $6.20 $7.00 $13.20 1.111 BCY $0.00 $6.89 $7.78 $14.67 0.138 Hours Per BCY 0.15 Hours B-12E

Total $0.00 $586.97 $662.71 $1,249.68 13.45 Hours$0.00 $470.16 $530.83 $1,000.99

Strip Footings SF 1 Material Labor Equipment Cost For each BCY Amount BCY Material Labor Equipment Total Cost Productivity Duration CrewFoundation Plan Area A and B $0.00 $6.20 $7.00 $13.20 183 BCY $0.00 $1,134.60 $1,281.00 $2,415.60 0.138 Hours Per BCY 25.254 Hours B-12EFoundation Partial Area B $0.00 $6.20 $7.00 $13.20 20 BCY $0.00 $124.00 $140.00 $264.00 0.138 Hours Per BCY 2.76 Hours B-12EFoundation Plan Area A,B, and C $0.00 $6.20 $7.00 $13.20 41 BCY $0.00 $254.20 $287.00 $541.20 0.138 Hours Per BCY 5.658 Hours B-12EStrip Footings SF 2Foundation Plan Area A and B $0.00 $6.20 $7.00 $13.20 150 BCY $0.00 $930.00 $1,050.00 $1,980.00 0.138 Hours Per BCY 20.7 Hours B-12EFoundation Partial Area B $0.00 $6.20 $7.00 $13.20 105 BCY $0.00 $651.00 $735.00 $1,386.00 0.138 Hours Per BCY 14.49 Hours B-12EFoundation Plan Area C $0.00 $6.20 $7.00 $13.20 209 BCY $0.00 $1,295.80 $1,463.00 $2,758.80 0.138 Hours Per BCY 28.842 Hours B-12EFoundation Plan Area A,B, and C $0.00 $6.20 $7.00 $13.20 82 BCY $0.00 $508.40 $574.00 $1,082.40 0.138 Hours Per BCY 11.316 Hours B-12EStrip Footings SF 3Foundation Plan Area A and B $0.00 $6.20 $7.00 $13.20 21 BCY $0.00 $130.20 $147.00 $277.20 0.138 Hours Per BCY 2.898 Hours B-12EFoundation Plan Area A,B, and C $0.00 $6.20 $7.00 $13.20 1.5 BCY $0.00 $9.30 $10.50 $19.80 0.138 Hours Per BCY 0.207 Hours B-12EStrip Footings SF 4Foundation Partial Area B $0.00 $6.20 $7.00 $13.20 14 BCY $0.00 $86.80 $98.00 $184.80 0.138 Hours Per BCY 1.932 Hours B-12EFoundation Plan Area C $0.00 $6.20 $7.00 $13.20 49 BCY $0.00 $303.80 $343.00 $646.80 0.138 Hours Per BCY 6.762 Hours B-12EFoundation Plan Area A,B, and C $0.00 $6.20 $7.00 $13.20 55 BCY $0.00 $341.00 $385.00 $726.00 0.138 Hours Per BCY 7.59 Hours B-12E

Strip Footings SF 5

Foundation Plan Area A and B $0.00 $6.20 $7.00 $13.20 77 BCY $0.00 $477.40 $539.00 $1,016.40 0.138 Hours Per BCY 10.626 Hours B-12E

Strip Footings SF 7

Foundation Plan Area A and B $0.00 $6.20 $7.00 $13.20 69 BCY $0.00 $427.80 $483.00 $910.80 0.138 Hours Per BCY 9.522 Hours B-12E

Foundation Plan Area A,B, and C $0.00 $6.20 $7.00 $13.20 15 BCY $0.00 $93.00 $105.00 $198.00 0.138 Hours Per BCY 2.07 Hours B-12E

Total: $0.00 $6,767.30 $7,640.50 $14,407.80 150.627 Hours

$0.00 $5,420.56 $6,119.98 $11,540.54

$0.00 $5,890.72 $6,650.81 $12,541.53 37.65675 Hours4.71 Days

Detailed Estimate: Site Work Grading and Excavation

Total Adjusted:

Duration:Total Adjusted

Duration

Total Adjusted Cost:

Total Footing Cost 4 Crews Duration

Breakdown Cost Breakdown

DurationTotal Adjusted:

Duration With 5 Crews

Duration with 3 Crews

Site Work Electrical In Concrete

Item Quantity (LF) Material Labor Equipment Total Cost Material Labor Equipment Total Cost Production Rate Crew Duration

3/4" PVC Conduit 109.57 $0.56 $1.92 $0.00 $2.48 /LF $61.36 $210.37 $0.00 $271.72 0.035 HR/LF 1 Electrician 0.48 Days2" PVC Conduit 3573.91 $1.52 $3.67 $0.00 $5.19 /LF $5,432.35 $13,116.26 $0.00 $18,548.61 0.067 HR/LF 1 Electrician 29.93 Days4" PVC Conduit 4283.48 $3.00 $7.20 $0.00 $10.20 /LF $12,850.43 $30,841.04 $0.00 $43,691.48 0.123 HR/LF 1 Electrician 65.86 Days1 1/4" PVC Innerduct 673.04 $1.00 $2.59 $0.00 $3.59 /LF $673.04 $1,743.18 $0.00 $2,416.23 0.047 HR/LF 1 Electrician 3.95 Days2 1/2" PVC for Duct Bank 375.65 $1.82 $4.27 $0.00 $6.09 /LF $683.69 $1,604.03 $0.00 $2,287.72 0.077 HR/LF 1 Electrician 3.62 Days

Total: $19,700.87 $47,514.89 $0.00 $67,215.76 1 Electrician 103.84 Days

Total Adjusted: $15,780.25 $38,059.07 $0.00 $53,839.32 11 Electricians 9.44 Days

Total Breakdown

Detailed Estimate: Electrical in Concrete

Area A Area B Area C Total M L E Total Duration M L E Total Cost Total Duration

1 1/2" 132 0 132 $0.45 $0.79 $0.00 $1.24 750 daily $59.40 $104.28 $0.00 $163.68 0.18

2" 1386 456 240 2082 $0.68 $0.86 $0.00 $1.54 686 daily $1,415.76 $1,790.52 $0.00 $3,206.28 3.03

3" 72 930 1002 $1.40 $2.34 $0.00 $3.74 430 daily $1,402.80 $2,344.68 $0.00 $3,747.48 2.33

4" 4014 3486 4098 11598 $1.75 $3.13 $0.00 $4.88 350 daily $20,296.50 $36,301.74 $0.00 $56,598.24 33.14

Total: $23,174.46 $40,541.22 $0.00 $63,715.68 38.68

$18,562.57 $32,473.21 $0.00 $51,035.78Total Adjusted:

Detailed Estimate: Interior Plumbing

Interior Plumbing

Pipe DiameterQuantity (LF) Cost Per Unit Total Cost

Site Work Water Piping Not Including Excavation

Item Quantity Material Labor Equipment Total Cost Material Labor Equipment Total Cost Production Rate Crew Duration

4" C900 PVC 187.00 LF $2.73 $3.88 $0.00 $6.61 /LF $510.51 $725.56 $0.00 $1,236.07 0.084 HR/LF B-20A 1.96 Days4" 45 degree Bends C900 PVC 4.00 $42.00 $10.20 $0.00 $52.20 each $168.00 $40.80 $0.00 $208.80 0.24 Hours Each B-20A 0.12 days8" C900 PVC 375.00 LF $8.05 $5.60 $0.00 $13.65 /LF $3,018.75 $2,100.00 $0.00 $5,118.75 0.121 HR/LF B-20A 5.67 Days8" 45 Degree Bends C900 PVC 2.00 $74.50 $11.35 $0.00 $85.85 each $149.00 $22.70 $0.00 $171.70 0.48 Hours Each B-20A 0.12 Days8" 90 Degree Bend C900 PVC 1.00 $144.00 $12.75 $0.00 $156.75 each $144.00 $12.75 $0.00 $156.75 0.3 Hours Each B-20A 0.04 Days14" Steel Casing Pipe 61.00 LF $231.00 $18.00 $6.95 $255.95 /LF $14,091.00 $1,098.00 $423.95 $15,612.95 0.123 HR/LF B-21A 0.94 Days

Total: $18,081.26 $3,999.81 $423.95 $22,505.02 1 of each crew 8.85 Days

Total Adjusted: $14,464.92 $3,199.83 $339.16 $18,026.35

Total Breakdown

Detailed Estimate: Water Piping

Site Work Storm Water Piping Not Including Excavation

Item Quantity Material Labor Equipment Total Cost Material Labor Equipment Total Cost Production Rate Crew Duration

RCPIII 18" 156.00 LF $20.00 $14.60 $2.77 $37.37 /LF $3,120.00 $2,277.60 $432.12 $5,829.72 0.364 HR/LF B-13 7.10 DaysRCP III 24" 713.00 LF $22.00 $19.25 $3.65 $44.90 /LF $15,686.00 $13,725.25 $2,602.45 $32,013.70 0.48 HR/LF B-13 42.78 DaysRCPIII 30" 74.00 LF $38.00 $26.50 $8.50 $73.00 /LF $2,812.00 $1,961.00 $629.00 $5,402.00 0.636 HR/LF B-13 5.88 DaysRCPIII 36" 337.00 LF $59.50 $32.00 $10.40 $101.90 /LF $20,051.50 $10,784.00 $3,504.80 $34,340.30 0.778 HR/LF B-13 32.77 DaysHDPE 6" 249.00 LF $3.00 $4.00 $0.00 $7.00 /LF $747.00 $996.00 $0.00 $1,743.00 0.028 HR/LF B-13 0.87 DaysHDPE 8" 93.00 LF $5.00 $10.00 $0.00 $15.00 /LF $465.00 $930.00 $0.00 $1,395.00 0.031 HR/LF B-13 0.36 DaysHDPE 12" 613.00 LF $9.00 $18.00 $6.95 $25.00 /LF $5,517.00 $11,034.00 $4,260.35 $15,325.00 0.066 HR/LF B-13 5.06 DaysHDPE 15" 379.00 LF $10.00 $30.00 $5.00 $45.00 /LF $3,790.00 $11,370.00 $1,895.00 $17,055.00 0.088 HR/LF B-13 4.17 DaysHDPE 18" 622.00 LF $16.00 $25.00 $6.00 $50.00 /LF $9,952.00 $15,550.00 $3,732.00 $31,100.00 0.1 HR/LF B-13 7.78 DaysHDPE 24" 291.00 LF $20.00 $27.00 $8.00 $55.00 /LF $5,820.00 $7,857.00 $2,328.00 $16,005.00 0.21 HR/LF B-13 7.64 DaysHDPE 30" 588.00 LF $28.00 $30.00 $7.00 $65.00 /LF $16,464.00 $17,640.00 $4,116.00 $38,220.00 0.323 HR/LF B-13 23.74 Days

Total: $84,424.50 $94,124.85 $23,499.72 $198,428.72 1 of each crew 62.05 Days

Total Adjusted: $67,623.39 $75,393.30 $18,823.10 $158,939.92

Total Breakdown

Detailed Estimate: Storm Water Piping

M L E Total Duration M L E Total Duration

RCP 36 630 3 $1.30 $0.23 $0.00 $1.53 300 $819.00 $144.90 $0.00 $963.90 2.10

18 172 3 $1.30 $0.23 $0.00 $1.53 300 $223.60 $39.56 $0.00 $263.16 0.57

24 713 3 $1.30 $0.23 $0.00 $1.53 300 $926.90 $163.99 $0.00 $1,090.89 2.38

30 74 3 $1.30 $0.23 $0.00 $1.53 300 $96.20 $17.02 $0.00 $113.22 0.25

36 55 3 $1.30 $0.23 $0.00 $1.53 300 $71.50 $12.65 $0.00 $84.15 0.18

6 249 3 $0.86 $0.15 $0.00 $1.01 450 $214.14 $37.35 $0.00 $251.49 0.55

8 93 3 $1.30 $0.23 $0.00 $1.53 300 $120.90 $21.39 $0.00 $142.29 0.31

12 613 3 $1.30 $0.23 $0.00 $1.53 300 $796.90 $140.99 $0.00 $937.89 2.04

15 379 3 $1.30 $0.23 $0.00 $1.53 300 $492.70 $87.17 $0.00 $579.87 1.26

18 622 3 $1.30 $0.23 $0.00 $1.53 300 $808.60 $143.06 $0.00 $951.66 2.07

24 291 3 $1.30 $0.23 $0.00 $1.53 300 $378.30 $66.93 $0.00 $445.23 0.97

30 588 3 $1.30 $0.23 $0.00 $1.53 300 $764.40 $135.24 $0.00 $899.64 1.96

Exterior gas Copper 1 1/4 247 1 $0.49 $0.09 $0.00 $0.58 800 $120.87 $22.20 $0.00 $143.07 0.31

Interior Gas Copper 1 1/4 2802 1 $0.49 $0.09 $0.00 $0.58 800 $1,372.98 $252.18 $0.00 $1,625.16 3.50

PVC 4 167 2 $0.60 $0.10 $0.00 $0.70 700 $100.20 $16.70 $0.00 $116.90 0.24

PVC 8 375 2 $1.11 $0.19 $0.00 $1.30 350 $416.25 $71.25 $0.00 $487.50 1.07

Steel 14 61 2 $1.11 $0.19 $0.00 $1.30 350 $67.71 $11.59 $0.00 $79.30 0.17

1 1/2 132 2 $0.56 $0.10 $0.00 $0.66 700 $73.92 $13.20 $0.00 $87.12 0.19

2 2082 2 $0.56 $0.10 $0.00 $0.66 700 $1,165.92 $208.20 $0.00 $1,374.12 2.97

3 1002 2 $0.56 $0.10 $0.00 $0.66 700 $561.12 $100.20 $0.00 $661.32 1.43

4 11598 2 $0.56 $0.10 $0.00 $0.66 700 $6,494.88 $1,159.80 $0.00 $7,654.68 16.57

Sanitary Sewer PVC 4 747 5.5 $1.30 $0.23 $0.00 $1.53 300 $970.67 $171.73 $0.00 $1,142.41 2.49

3/4 110 1.5 $0.52 $0.09 $0.00 $0.61 750 $56.97 $9.86 $0.00 $66.83 0.15

1 1/4 673 1.5 $0.52 $0.09 $0.00 $0.61 750 $349.98 $60.57 $0.00 $410.56 0.90

2 3574 1.5 $0.52 $0.09 $0.00 $0.61 750 $1,858.43 $321.65 $0.00 $2,180.09 4.77

2 1/2 376 1.5 $0.52 $0.09 $0.00 $0.61 750 $195.34 $33.81 $0.00 $229.15 0.50

4 4283 1.5 $0.52 $0.09 $0.00 $0.61 750 $2,227.41 $385.51 $0.00 $2,612.92 5.71

Total: $21,745.80 $3,848.71 $0.00 $25,594.51 55.62

Total Adjusted: $17,418.22 $3,082.79 $0.00 $20,501.01

Per Unit Total

Electrical PVC

Detailed Estimate: Utlities Excavation

Storm sewer

RCPIII

HDPE

Exterior water

Interior water Cast Iron

Utilities Excavation

Utility Type Material Pipe

Diameter (in)

Pipe

Length (Ft)

Excavation

Depth (Ft)

M L E Total Duration M L E Total Duration

RCP 36 630 3 $2.23 $0.42 $0.00 $2.65 135 $1,404.90 $264.60 $0.00 $1,669.50 4.6718 172 3 $2.23 $0.42 $0.00 $2.65 135 $383.56 $72.24 $0.00 $455.80 1.2724 713 3 $2.23 $0.42 $0.00 $2.65 135 $1,589.99 $299.46 $0.00 $1,889.45 5.2830 74 3 $2.23 $0.42 $0.00 $2.65 135 $165.02 $31.08 $0.00 $196.10 0.5536 55 3 $2.23 $0.42 $0.00 $2.65 135 $122.65 $23.10 $0.00 $145.75 0.416 249 3 $1.67 $0.31 $0.00 $1.98 180 $415.83 $77.19 $0.00 $493.02 1.388 93 3 $2.23 $0.42 $0.00 $2.65 135 $207.39 $39.06 $0.00 $246.45 0.6912 613 3 $2.23 $0.42 $0.00 $2.65 135 $1,366.99 $257.46 $0.00 $1,624.45 4.5415 379 3 $2.23 $0.42 $0.00 $2.65 135 $845.17 $159.18 $0.00 $1,004.35 2.8118 622 3 $2.23 $0.42 $0.00 $2.65 135 $1,387.06 $261.24 $0.00 $1,648.30 4.6124 291 3 $2.23 $0.42 $0.00 $2.65 135 $648.93 $122.22 $0.00 $771.15 2.1630 588 3 $2.23 $0.42 $0.00 $2.65 135 $1,311.24 $246.96 $0.00 $1,558.20 4.36

Exterior gas Copper 1 1/4 247 1 $0.38 $0.07 $0.00 $0.45 800 $93.73 $17.27 $0.00 $111.00 0.31Interior Gas Copper 1 1/4 2802 1 $0.38 $0.07 $0.00 $0.45 800 $1,064.76 $196.14 $0.00 $1,260.90 3.50

PVC 4 167 2 $0.56 $0.10 $0.00 $0.66 540 $93.52 $16.70 $0.00 $110.22 0.31PVC 8 375 2 $1.50 $0.28 $0.00 $1.78 200 $562.50 $105.00 $0.00 $667.50 1.88Steel 14 61 2 $1.50 $0.28 $0.00 $1.78 200 $91.50 $17.08 $0.00 $108.58 0.31

1 1/2 132 2 $0.75 $0.14 $0.00 $0.89 400 $99.00 $18.48 $0.00 $117.48 0.332 2082 2 $0.75 $0.14 $0.00 $0.89 400 $1,561.50 $291.48 $0.00 $1,852.98 5.213 1002 2 $0.75 $0.14 $0.00 $0.89 400 $751.50 $140.28 $0.00 $891.78 2.514 11598 2 $0.75 $0.14 $0.00 $0.89 400 $8,698.50 $1,623.72 $0.00 $10,322.22 29.00

Sanitary Sewer PVC 4 747 5.5 $1.50 $0.28 $0.00 $1.78 200 $1,120.01 $209.07 $0.00 $1,329.07 3.733/4 110 1.5 $0.57 $0.11 $0.00 $0.68 530 $62.45 $12.05 $0.00 $74.50 0.21

1 1/4 673 1.5 $0.57 $0.11 $0.00 $0.68 530 $383.63 $74.03 $0.00 $457.67 1.272 3574 1.5 $0.57 $0.11 $0.00 $0.68 530 $2,037.13 $393.13 $0.00 $2,430.26 6.74

2 1/2 376 1.5 $0.57 $0.11 $0.00 $0.68 530 $214.12 $41.32 $0.00 $255.44 0.714 4283 1.5 $0.57 $0.11 $0.00 $0.68 530 $2,441.58 $471.18 $0.00 $2,912.77 8.08

Total: $29,124.17 $5,480.73 $0.00 $34,604.90 96.80

Total Adjusted: $23,328.24 $4,390.02 $0.00 $27,718.26

Per Unit Total

Electrical PVC

Detailed Estimate: Utilities Backfill

Storm sewer

RCPIII

HDPE

Exterior water

Interior water Cast Iron

Utilities Backfill

Utility Type Material Pipe

Diameter (in)

Pipe

Length (Ft)

Excavation

Depth (Ft)

Utility BeddingLocation Depth Volume Material Labor Equipment Cost Materials Labor Equipment Cost Crew Productivity Duration

RCP 630 LF 6 Inches 630.00 CY $25.50 $6.60 $2.43 $34.53 /CY $16,065.00 $4,158.00 $1,530.90 $21,753.90 B-6 0.16 hr/CY 100.80 HoursRCP 172 LF 6 Inches 172.00 CY $25.50 $6.60 $2.43 34.53 /CY $4,386.00 $1,135.20 $417.96 $5,939.16 B-6 0.16 hr/CY 27.52 HoursRCP 713 LF 6 Inches 713.00 CY $25.50 $6.60 $2.43 34.53 /CY $18,181.50 $4,705.80 $1,732.59 $24,619.89 B-6 0.16 hr/CY 114.08 HoursRCP 74 LF 6 Inches 74.00 CY $25.50 $6.60 $2.43 34.53 /CY $1,887.00 $488.40 $179.82 $2,555.22 B-6 0.16 hr/CY 11.84 HoursRCPIII 55 LF 6 Inches 55.00 CY $25.50 $6.60 $2.43 34.53 /CY $1,402.50 $363.00 $133.65 $1,899.15 B-6 0.16 hr/CY 8.80 HoursRCPIII 249 LF 6 Inches 249.00 CY $25.50 $6.60 $2.43 34.53 /CY $6,349.50 $1,643.40 $605.07 $8,597.97 B-6 0.16 hr/CY 39.84 HoursRCPIII 93 LF 6 Inches 93.00 CY $25.50 $6.60 $2.43 34.53 /CY $2,371.50 $613.80 $225.99 $3,211.29 B-6 0.16 hr/CY 14.88 HoursRCPIII 613 LF 6 Inches 613.00 CY $25.50 $6.60 $2.43 34.53 /CY $15,631.50 $4,045.80 $1,489.59 $21,166.89 B-6 0.16 hr/CY 98.08 HoursRCPIII 379 LF 6 Inches 379.00 CY $25.50 $6.60 $2.43 34.53 /CY $9,664.50 $2,501.40 $920.97 $13,086.87 B-6 0.16 hr/CY 60.64 HoursRCPIII 622 LF 6 Inches 622.00 CY $25.50 $6.60 $2.43 34.53 /CY $15,861.00 $4,105.20 1511.46 $21,477.66 B-6 0.16 hr/CY 99.52 Hours RCPIII 291 LF 6 Inches 291.00 CY $25.50 $6.60 $2.43 34.53 /CY $7,420.50 $1,920.60 707.13 $10,048.23 B-6 0.16 hr/CY 46.56 HoursHDPE 588 LF 6 Inches 588.00 CY $25.50 $6.60 $2.43 34.53 /CY $14,994.00 $3,880.80 1428.84 $20,303.64 B-6 0.16 hr/CY 94.08 Hours4" C900 PVC 167 LF 6 Inches 167.00 CY $25.50 $6.60 $2.43 34.53 /CY 4258.5 1102.2 405.81 $5,766.51 B-6 0.16 hr/CY 26.72 Hours8" C900 PVC 375 LF 6 Inches 375.00 CY $25.50 $6.60 $2.43 34.53 /CY 9562.5 2475 911.25 $12,948.75 B-6 0.16 hr/CY 60.00 Hours14" Steel Casing Pipe 61 LF 6 Inches 61.00 CY $25.50 $6.60 $2.43 34.53 /CY 1555.5 402.6 148.23 $2,106.33 B-6 0.16 hr/CY 9.76 Hours

Total: $129,591.00 $33,541.20 $12,349.26 $175,481.46 813.12

Total Adjusted: $103,801.42 $26,866.25 $9,891.66 $140,559.33

Cost Breakdown

Size

Detailed Estimate: Utility Bedding

Granular Fill (Slab on Grade)

Location Area Materials Labor Equipment Cost Materials Labor Equipment Total Cost Productivity Crew Duartion

Plan Area A (D.9-H),(3-13) 8405 sf $0.42 $0.19 $0.02 0.63 $/SF $3,530.10 $1,596.95 $168.10 5295.15 $ 0.005 hr/SF B-37 42.025 HoursPlan Area A (B-E),(5-13) 10790 sf $0.42 $0.19 $0.02 0.63 $/SF $4,531.80 $2,050.10 $215.80 6797.7 $ 0.005 hr/SF B-37 53.95 HoursPlan Area A (B.2-D.9),(2-5) 4980 sf $0.42 $0.19 $0.02 0.63 $/SF $2,091.60 $946.20 $99.60 3137.4 $ 0.005 hr/SF B-37 24.9 HoursPlan Area B (F-F.9),(14,16) 2916 sf $0.42 $0.19 $0.02 0.63 $/SF $1,224.72 $554.04 $58.32 1837.08 $ 0.005 hr/SF B-37 14.58 HoursPlan Area B (E-F),(13-16) 960 sf $0.42 $0.19 $0.02 0.63 $/SF $403.20 $182.40 $19.20 604.8 $ 0.005 hr/SF B-37 4.8 HoursPlan Area B (C-E),(13-15) 2400 sf $0.42 $0.19 $0.02 0.63 $/SF $1,008.00 $456.00 $48.00 1512 $ 0.005 hr/SF B-37 12 HoursPlan Area B (D-E),(15-16) 1785 sf $0.42 $0.19 $0.02 0.63 $/SF $749.70 $339.15 $35.70 1124.55 $ 0.005 hr/SF B-37 8.925 HoursPlan Area C (M-N),(9.5,12.1) 336 sf $0.42 $0.19 $0.02 0.63 $/SF $141.12 $63.84 $6.72 211.68 $ 0.005 hr/SF B-37 1.68 HoursPlan Area C (L-M),(8.6-14) 10988 sf $0.42 $0.19 $0.02 0.63 $/SF $4,614.96 $2,087.72 $219.76 6922.44 $ 0.005 hr/SF B-37 54.94 HoursPlan Area C (K-L),(9-13.8) 1022 sf $0.42 $0.19 $0.02 0.63 $/SF $429.24 $194.18 $20.44 643.86 $ 0.005 hr/SF B-37 5.11 HoursPlan Area C (J.5-K),(8.6-14) 902 sf $0.42 $0.19 $0.02 0.63 $/SF $378.84 $171.38 $18.04 568.26 $ 0.005 hr/SF B-37 4.51 HoursPlan Area A,B,C (J-J.5),(8.7-14) 3854 sf $0.42 $0.19 $0.02 0.63 $/SF $1,618.68 $732.26 $77.08 2428.02 $ 0.005 hr/SF B-37 19.27 HoursPlan Area A,B,C (G.4-J),(10.1-14) 1674 sf $0.42 $0.19 $0.02 0.63 $/SF $703.08 $318.06 $33.48 1054.62 $ 0.005 hr/SF B-37 8.37 HoursPlan Area A,B,C (F.1-G.4),(8.7-14) 3486 sf $0.42 $0.19 $0.02 0.63 $/SF $1,464.12 $662.34 $69.72 2196.18 $ 0.005 hr/SF B-37 17.43 HoursSlab for Shed 360 sf $0.42 $0.19 $0.02 0.63 $/SF $151.20 $68.40 $7.20 226.8 $ 0.005 hr/SF B-37 1.8 HoursSlab for Shed 360 sf $0.42 $0.19 $0.02 0.63 $/SF $151.20 $68.40 $7.20 226.8 $ 0.005 hr/SF B-37 1.8 Hours

$23,191.56 $10,491.42 $1,104.36 34787.34 $ 276.09 Hours

Total Adjusted: $18,576.27 $8,403.55 $884.58 27864.398 $

Cost Breakdown

TOTAL:

Detailed Estimate: Granular Fill

RiprapLocation Material Labor Equipment Cost Materials Labor Equipment Cost Crew Productivity Duration

Pond Emergency Spillway 111 SY $6.30 $14.50 $4.63 $25.43 /SY $699.30 $1,609.50 $513.93 $2,822.73 B-36C 0.008 hr/SY 0.89 HoursInfiltration Basin Emergency Spillway 167 SY $6.30 $14.50 $4.63 $25.43 /SY $1,052.10 $2,421.50 $773.21 $4,246.81 B-36C 0.008 hr/SY 1.34 HoursApron 11 SY $6.30 $14.50 $4.63 $25.43 /SY $69.30 $159.50 $50.93 $279.73 B-36C 0.008 hr/SY 0.09 HoursApron 11 SY $6.30 $14.50 $4.63 $25.43 /SY $69.30 $159.50 $50.93 $279.73 B-36C 0.008 hr/SY 0.09 Hours

Total: $1,751.40 $4,031.00 $1,287.14 $7,069.54 2.22

Total Adjusted: $1,402.86 $3,228.80 $1,030.99 $5,662.65

Cost Breakdown

Size

Detailed Estimate: Rip Rap

Retention PondLocation Material Labor Equipment Cost Materials Labor Equipment Cost Crew Productivity Duration

Wet Detention Basin Excavation 20928 CY $0.00 $0.40 $0.99 $1.39 /CY $0.00 $8,371.20 $20,718.72 $29,089.92 B-10L 0.009 hr/CY 188.35 HoursOff-site Detention Excavation 14532 CY $0.00 $0.40 $0.99 $1.39 /CY $0.00 $5,812.80 $14,386.68 $20,199.48 B-10L 0.009 hr/CY 130.79 HoursInfiltration Basin Excavation 8398 CY $0.00 $0.40 $0.99 $1.39 /CY $0.00 $3,359.20 $8,314.02 $11,673.22 B-10L 0.009 hr/CY 75.58 HoursWet Detention Basin Hauling 20928 CY $0.00 $1.48 $3.20 $4.68 /CY $0.00 $30,973.44 $66,969.60 $97,943.04 B-34B 0.037 hr/CY 774.34 HoursOff-site Detention Hauling 14532 CY $0.00 $1.48 $3.20 $4.68 /CY $0.00 $21,507.36 $46,502.40 $68,009.76 B-34B 0.037 hr/CY 537.68 HoursInfiltration Basin Hauling 8398 CY $0.00 $1.48 $3.20 $4.68 /CY $0.00 $12,429.04 $26,873.60 $39,302.64 B-34B 0.037 hr/CY 310.73 Hours

Total: $0.00 $82,453.04 $183,765.02 $266,218.06 2017.47

Total Adjusted: $0.00 $66,044.27 $147,194.40 $213,238.67

Cost Breakdown

Size

Detailed Estimate: Retention Pond



Material Labor Equipment Sub-Contractor SubtotalTotal (Incl GC

markup)

General Conditions $17,806.25 $593,719.63 $56,133.73 $256,279.02 $923,938.63 $1,071,584.02Grading, Stone, Utilities, Survey $285,107.65 $319,240.44 $255,057.98 $0.00 $859,406.07 $996,739.16Paving $333,758.88 $23,250.24 $27,293.76 $384,302.88 $445,714.48Termite Treatment $17,113.19 $8,297.30 $0.00 $0.00 $25,410.49 $29,471.09Concrete (Site,Foundations, Slabs, Stairs) $238,782.83 $159,899.48 $1,289.32 $0.00 $399,971.63 $463,887.10Precast Material and Erection $14,733.66 $1,671.38 $3,649.19 $0.00 $20,054.23 $23,258.90CMU Masonry $189,036.33 $255,440.03 $0.00 $444,476.35 $515,503.68Brickwork (Includes Anchor Bolts for Veneer) $170,949.24 $168,080.53 $0.00 $0.00 $339,029.78 $393,206.74Wood Shelving $70,340.78 $81,581.24Fire Sprinklers $409,580.29 $475,031.23Painting $140,135.40 $162,529.04PVC Roofing $242,340.65 $281,066.69Stage Flooring $6,350.29 $7,365.07ACM Panel $44,746.63 $51,897.14Operable Partititon $124,399.16 $144,278.14Basket Ball Goals $6,514.59 $7,555.63Lockers $1,355.25 $1,571.82Waterproof Membrane & Sheet Waterproofing $14,216.20 $16,487.95Extensions Joints/Caulking $14,665.68 $17,009.25Elevators $251,217.60 $291,362.17Wall Padding $32,923.09 $38,184.19VCT Tile $175,504.69 $203,550.34Carpet Tiling $20,575.40 $23,863.35Traffic Coatings $6,045.52 $7,011.59HVAC $1,470,781.29 $1,705,812.14Fencing $35,284.98 $40,923.52ACT Ceilings $600,630.30 $696,611.02ACT Wall Panels $17,207.64 $19,957.42Banners $672.98 $780.52Final Electricity $383,335.93 $444,593.01Landscaping and Irrigation $362,576.00 $420,515.64Spray Fireproofing $449,541.93 $521,378.73Misc Firestopping $195,558.75 $226,809.04Structural and Misc Steel $968,749.28 $1,123,555.41Ceramic Tiles $82,043.97 $95,154.59Aluminum Canopies $190,735.40 $221,214.91Flagpoles $12,485.18 $14,480.32Display Cases $4,837.50 $5,610.53Louvers $3,966.77 $4,600.66Spray Foam Beam Infill $3,645.17 $4,227.66Foam Insulation $77,671.70 $90,083.64Dry Wall- Wall $168,206.60 $195,086.02Dry Wall-Ceilings $8,701.55 $10,092.06Framing $100,372.15 $116,411.61Inwall Blocking $18,207.59 $21,117.16Fiber Cement $4,726.14 $5,481.38Security $119,919.91 $139,083.11Communication $59,013.86 $68,444.28Fire Alarm $146,465.21 $169,870.35Roof Expansion Joints $7,642.58 $8,863.87Aluminum Storefront $349,886.80 $405,798.71Stage Curtains, Folding Stages, Cubicle Curtains $19,910.75 $23,092.49Column Covers $2,655.84 $3,080.24Roof Nailers $33,889.12 $39,304.60Hollow Metal, Wood Dorrs, Toilet Part, Toilet acc, FEC $271,248.79 $314,594.34Coiling Doors $25,150.00 $29,168.97Residential Appliances $7,492.69 $8,690.02

Window Treatments $12,926.09 $14,991.68Misc. Steel $18,997.30 $22,033.07Plumbing $629,995.43 $730,668.70Wall Graphics $3,018.00 $3,500.28Food Service Equipment $227,356.00 $263,687.49Signage and Marquee $24,850.21 $28,821.28Kiln $4,315.74 $5,005.40Millwork & Window Seals $216,290.00 $250,853.14 R2 BSIT (RN)

Total Bid $12,298,464.40 $14,263,759.01

Sub - Contractor Wise Breakup of Bid

Description

Value

Team No. Sub

1Black Box

Construciton

1Atlantic

Contractors

2 White Hats

6Build Beast

R1 BMC (RN)

3 Trident

4 A&A

14

No. Description Total ($) No. Description Total ($) (Including Markup)1 General Conditions $87,739 1 General Conditions $103,8832 Wood Shelving $53,154 2 Wood Shelving $62,9343 Fire Sprinklers $309,503 3 Fire Sprinklers $366,4514 Painting $105,894 4 Painting $125,3795 PVC Roofing $183,127 5 PVC Roofing $216,8226 Stage Flooring $4,799 6 Stage Flooring $5,6827 ACM Panel $33,813 7 ACM Panel $40,0358 Operable Partititon $94,003 8 Operable Partititon $111,3009 Basket Ball Goals $4,923 9 Basket Ball Goals $5,829

10 Lockers $1,024 10 Lockers $1,213TOTAL DIRECT COST $877,978 Total $1,039,526

$78,140$39,509

$43,899$1,039,526BID AMOUNT

Markup = (Profit + Contingency + CoOH)

18.40%

Note: The bid has general conditions listed separately. We need to divide the general conditions proportionally within the activities. Please see the next page for proportional division of general conditions. Also, the prices have been given for October 2016. They have been adjusted for Jan 2017 on the following page.

SECTION 6 - APPENDIX

Atlantic Contractors Bid-Summary

Summary of BID Schedule of Values

CoOH (8.9%)Contingency (4.5%)

Profit (5%)

No. Item DescriptionAdjusted cost with general conditions

distributed among activites

Further Adjustment to

Jan 20171 Wood Shelving $69,921 $70,3412 Fire Sprinklers $407,137 $409,5803 Painting $139,300 $140,1354 PVC Roofing $240,895 $242,3415 Stage Flooring $6,312 $6,3506 ACM Panel $44,480 $44,7477 Operable Partititon $123,657 $124,3998 Basket Ball Goals $6,476 $6,5159 Lockers $1,347 $1,355

$1,039,526 $1,045,763

Total Direct Costs Excluding GC $935,642.92Gen Conditions $103,882.98

Gen Conditions as % of Direct cost excluding GC 11.102844%

Proportional Distribution of General Conditions in the Estimate. The values werer then adjusted for Jan 2017.

Atlantic Contractors Bid-Summary

Proportional Distribution of General Condition among activitesSummary of Estimate

Final Amount

Increase all activity costs by 11.102844% to proportinally distribute GC among direct costs.

No. Description Labor Equipment Material Subcontractor Total ($) Duration

1 General Conditions $87,739.02 Wood Shelving $48,250.9 $4,978.3 $0.0 $0.0 $53,229.2 27

3 Fire Sprinklers $147,977.8 $161,524.7 $0.0 $0.0 $309,502.5 73

4 Painting $19,408.1 $86,486.3 $0.0 $0.0 $105,894.4 32

5 PVC Roofing $121,179.7 $58,917.0 $3,029.9 $0.0 $183,126.6 45

6 Stage Flooring $2,142.6 $2,535.9 $120.2 $0.0 $4,798.6 6

7 ACM Panel $18,775.8 $15,037.4 $0.0 $0.0 $33,813.1 20

8 Operable Partititon $91,710.4 $2,292.8 $0.0 $0.0 $94,003.2 4

9 Basket Ball Goals $4,358.5 $544.1 $20.2 $0.0 $4,922.8 110 Lockers $930.2 $93.9 $0.0 $0.0 $1,024.1 0.5

$454,734.0 $332,410.3 $3,170.3 $0.0 $878,053.6

$78,057.4

$39,512.4$43,902.7

$1,039,526.0

Atlantic Contractor Bid - Breakdown

BID AMOUNT

CoOH (8.9%)

Contingency (4.5%)Profit (5%)

Total Direct Costs

Summary of BID

Description Size Quantity Unit Material Labor Equipment Total ($) Crew

Daily

Output Duration

Cabinet 2'6" * 2'6" 6 Ea $2,268.00 $234.00 $2,502.00 2 Carp 19.8 0.30303

Cabinet 2'6" * 2'8" 5 Ea $1,890.00 $195.00 $2,085.00 2 Carp 19.82 0.25227

Cabinet 3'0" * 2'8" 32 Ea $12,096.00 $1,248.00 $13,344.00 2 Carp 18.8 1.702128

Cabinet 3'0" * 2'6" 2 Ea $756.00 $78.00 $834.00 2 Carp 18.8 0.106383

Cabinet 1'0" * 2'8" 2 Ea $756.00 $78.00 $834.00 2 Carp 22 0.090909

Cabinet 2'0" * 2'8" 1 Ea $378.00 $39.00 $417.00 2 Carp 20.3 0.049261

Cabinet 1'3" * 2'8" 1 Ea $378.00 $39.00 $417.00 2 Carp 20.3 0.049261

Cabinet 3'0" * 2'6" 11 Ea $4,158.00 $429.00 $4,587.00 2 Carp 20.3 0.541872

Cabinet 1'6" * 2'6" 2 Ea $756.00 $78.00 $834.00 2 Carp 20.9 0.095694

Cabinet 1'0" * 2'6" 2 Ea $756.00 $78.00 $834.00 2 Carp 22 0.090909

Cabinet 2'0" * 2'6" 2 Ea $756.00 $78.00 $834.00 2 Carp 20.3 0.098522

Cabinet 3'0" * 2'10" 8 Ea $3,024.00 $312.00 $3,336.00 2 Carp 20.3 0.394089

Cabinet 2'6" * 2'10" 2 Ea $756.00 $78.00 $834.00 2 Carp 22 0.090909

Cabinet 3'6" * 2'10" 2 Ea $756.00 $78.00 $834.00 2 Carp 20.3 0.098522

Cabinet 1'6" * 2'8" 7 Ea $2,646.00 $273.00 $2,919.00 2 Carp 20.9 0.334928

Cabinet 1'3" * 2'5 2/3" 1 Ea $378.00 $39.00 $417.00 2 Carp 24.8 0.040323

Cabinet 1'6" * 2'5 2/3" 3 Ea $1,134.00 $117.00 $1,251.00 2 Carp 24.8 0.120968

Cabinet 3'0" * 7' 10 Ea $3,780.00 $390.00 $4,170.00 1 Carp 2.7 3.703704

Cabinet 3'0" * 7' 5 Ea $1,890.00 $195.00 $2,085.00 1 Carp 2.7 1.851852

Cabinet 4'0" * 7' 1 Ea $378.00 $39.00 $417.00 1 Carp 2.7 0.37037

Cabinet 3'0" * 7' 2 Ea $756.00 $78.00 $834.00 1 Carp 2.7 0.740741

Cabinet 3'0" * 7' 2 Ea $756.00 $78.00 $834.00 1 Carp 2.7 0.740741

Drawer 1'6" * 2'6" 3 Ea $1,134.00 $117.00 $1,251.00 2 Carp 23.3 0.128755

Drawer 1'6" * 2'10" 1 Ea $378.00 $39.00 $417.00 2 Carp 23.3 0.042918

Drawer 1'6" * 2'6" 1 Ea $378.00 $39.00 $417.00 2 Carp 24.8 0.040323

Drawer 2'0" * 2'6" 1 Ea $378.00 $39.00 $417.00 2 Carp 22.3 0.044843

Drawer 1'0" * 2'10" 1 Ea $378.00 $39.00 $417.00 2 Carp 24.8 0.040323

Drawer 3'4" * 2'6" 3 Ea $1,134.00 $117.00 $1,251.00 2 Carp 22.3 0.134529

Coat Storage 3' * 6' 10 Ea $3,780.00 $390.00 $4,170.00 1 Carp 2.1 4.761905

Fixed Shelves 1'0" * 2'0" 3 Ea $1,134.00 $117.00 $1,251.00 1 Carp 3.6 0.833333

Fixed Shelves 1'3" * 3'9" 2 Ea $756.00 $78.00 $834.00 1 Carp 1.7 1.176471

Fixed Shelves 3'0" * 9" 1 Ea $378.00 $39.00 $417.00 1 Carp 2.2 0.454545


Fixed Shelves 10" * 6'5" 4 Ea $1,512.00 $156.00 $1,668.00 1 Carp 1.7 2.352941

Fixed Shelves 2'3" * 6" 2 Ea $756.00 $78.00 $834.00 1 Carp 5.5 0.363636



Fixed Shelves 1'0" * 2'0" 4 Ea $1,512.00 $156.00 $1,668.00 1 Carp 3.9 1.025641

Adj Shelves 3'0" * 1'4" 1 Ea $378.00 $39.00 $417.00 1 Carp 1.7 0.588235

Adj Shelves 2'6" * 1'0" 1 Ea $378.00 $39.00 $417.00 1 Carp 1.7 0.588235

Adj Shelves 2'0" * 1'4" 1 Ea $378.00 $39.00 $417.00 1 Carp 1.7 0.588235Adj Shelves 4'8" * 1'2" 1 Ea $378.00 $39.00 $417.00 1 Carp 1.7 0.588235

$57,834.00 $5,967.00 $0.00 $63,801.00 27

$48,250.91 $4,978.27 $0.00 $53,229.17 DAYS

Detailed Estimate: Wood Shelving

Wood Shelving

*Adjusted Total = Adjustment for Time (October 2016), Location (Wilmington) and Size

Totals

Adjusted Totals

Atlantic Contractors

Description Quantity Unit Total Quantity Unit Wastage%Adjusted

QuantityPipe Length (Per SF) 1 1/2" Inches 11490 Feet 10 12639

Fire Pump 1 Ea 1 Ea 0 1

Fire Department Connection 1 Ea 1 Ea 0 1

Fire Hydrant 3 Ea 3 Ea 0 3

Upright Sprinkler Head 58 Ea 58 Ea 2 59

Recessed Dry Pendant Sprinkler Head 5 Ea 5 Ea 0 5

Recessed Pendant Sprinkler Head 627 Ea 627 Ea 2 640

Pendant Sprinkler Head with Heavy Duty Guard 31 Ea 31 Ea 2 32

Wet Sprinkler Riser 64 Ea 64 Ea 2 65

Side Wall Sprinkler Head 246 Ea 246 Ea 2 251Institutional 2 Ea 2 Ea 0 2

Description Crew Daily Output Material Labor Equipment Total ($) DurationPipe Length (Per SF) Q1 * 6 426 $139,661 $150,404 $290,065 26.97

Fire Pump Q13 0.58 $17,900 $2,950 $20,850 1.72

Fire Department Connection Q12 1 $520 $162 $682 1.00

Fire Hydrant Q12 5 $1,710 $486 $2,196 0.60

Upright Sprinkler Head 1 Spri 16 $574 $1,624 $2,198 0.19

Recessed Dry Pendant Sprinkler Head 1 Spri 14 $725 $160 $885 4.14

Recessed Pendant Sprinkler Head 1 Spri 10 $8,935 $28,215 $37,150 0.50

Pendant Sprinkler Head with Heavy Duty Guard 2 Spri 32 $471 $868 $1,339 19.59

Wet Sprinkler Riser 1 Spri 16 $634 $1,792 $2,426 1.94

Side Wall Sprinkler Head 1 Spri 16 $6,150 $6,888 $13,038 4.00Institutional 2 Spri 20 $88 $56 $144 12.30

$177,368 $193,605 $0 $370,973

$147,977.79 $161,524.73 $0.00 $309,502.52 72.96

Total

Adjusted Total

Fire Sprinkler System

Description Quantity Unit Waste % Adjusted Unit

Soffits 1,746.00 S.F. 10 1,920.60 S.F.

Metal Panels and Coping 1,619.00 S.F. 10 1,780.90 S.F.Fiber Cement Strips 1,371.00 S.F. 10 1,508.10 S.F.

Interior Wall Finishes 102,347.60 S.F. 10 112,582.36 S.F.

W/ Wastage

Description Crew Daily Output Unit Material Labor Equipment Total ($) Duration

Soffits - Intermediate amd Top Coat 2 Pord 1,495 S.F. $226.98 $873.00 $1,099.98 1.2

Metal Panels and Coping - Primer and 2 Coats 2 Pord 975 S.F. $338.37 $1,068.54 $1,406.91 1.7

Fiber Cement Strips - 1st Coat 1 Pord 1,950 S.F. $105.57 $233.07 $338.64 0.7Fiber Cement Strips - 2nd Coat 1 Pord 2,600 S.F. $75.41 $164.52 $239.93 0.5

Interior Wall Finishes - Surface Prep and 2 Coats 10 Pord 3,250 S.F. $22,516.47 $101,324.12 $123,840.60 31.5

$23,262.80 $103,663.25 $0.00 $126,926.05

$19,408.15 $86,486.25 $0.00 $105,894.40

Detailed Estimate: Painting

32 Day Schedule

Adjusted Total

Painting

W/O Wastage

Exterior Painting

Interior Painting

Painting

Interior Painting

Exterior Painting

Total

Atlantic Contractors

Description Quantity Unit Waste % Adjusted UnitRoofing Area 58,253.00 S.F. 5 61,165.65 S.F.

Overlaps for Membrane (3") 6,087.43 S.F. 5 6,391.80 S.F.

Membrane extension 1" up the wall 1,690.49 S.F. 5 1,775.01 S.F.

Total 66,030.92 S.F. 69,332.46 S.F.Flashing 1,127.00 L.F. 5 1,183.35 L.F.

W/ Wastage

Description Crew Daily Output Unit Material Labor Equipment Total ($) Duration Schedule

PVC Membrane 60 mils G-5 5,100.00 S.F $76,959 $27,403 $3,632 $107,994 12.9 6

Gypsum Cover Board (1/2") 3 Rofc 1,950.00 S.F $34,864 $14,563 $49,428 29.9

Polystyrene Insulation Board (1") 3 Carp 2,400.00 S.F. $32,418 $27,379 $59,797 24.3Flashing 8 Rofc 2,280.00 S.F. $1,006 $1,274 $2,279 25.5 12

$145,247 $70,618 $3,632 $219,497 45 DAYS

27

Total

PVC Roofing

W/O Wastage

Estimate

Description Quantity Unit Waste % Adjusted UnitStage Flooring 758 S.F. 10.00 833.80 S.F.

W/ Wastage


Hardwood Flooring 3/4" 1 Clab 130.0 S.F $1,117 $1,751 $2,868 5.8

Plywood 1/2" Subfloor (2 Layers) 2 Carp 1,500.0 S.F $1,101 $758 $1,859 0.5

Waterproof Membrane G-1 3,000.0 S.F. $350 $531 $144 $1,025 0.3$2,568 $3,040 $144 $5,752 6.6

6 Days

Stage Flooring

W/O Wastage

Estimate

Total

Description Quantity Unit Waste % Adjusted Unit

Total Area for ACM Wall Panels 1,600.00 S.F 3.00 1,648.00 S.F.Total Linear Feet of Aluminum Coping 1,690.47 L.F. 5 1,774.99 L.F.

W/ Wastage


ACM Wall Panel System 2 Shee 375.0 S.F. $6,707 $3,824 $10,531 4.3

Aluminum Coping D-1 80.0 S.F. $15,797 $14,200 $29,997 20.0$22,504.80 $18,023.95 $0.00 $40,528.75

$18,775.76 $15,037.38 $0.00 $33,813.14

Number

Length Height5'5" X 11' 14 11.00 5.42 59.58 834.17

4' X 5'5" 1 4.00 5.42 21.67 21.67

6'4" X 1'2" 8 6.33 1.17 7.39 59.11

6'4" X 10" 23 6.33 0.83 5.28 121.39

11' X 10" 14 11.00 0.83 9.17 128.33

8'2" X 10" 1 8.17 0.83 6.81 6.81

6' X 10" 1 6.00 0.83 5.00 5.00

8' X 10" 1 8.00 0.83 6.67 6.67

14' X 10" 1 14.00 0.83 11.67 11.67

3'4" X 10" 3 3.33 0.83 2.78 8.33Near Door 2 - - - 397.19

Total Area 1,600.33

Area

A

BD &E

Total 1,690.47

Length of Coping System (L.F)

548.57

370.24771.66

Total Area of Units

(S.F.)

ACM Wall Panels

Coping

13.3" wide with 6" overhang on one side and 8" overhang on the other side

SizeDimensions Area of Single Unit

(S.F.)

Total

Adjusted Total

ACM & Metal Panels

Estimate

20 Days

W/O Wastage

Length 57' 9"

Height 19'Quantity (S.F.) $1,099.25

W/ Wastage


Operable Partitions 2 Carp 300.0 S.F. $109,925 $2,748 $112,673 3.7

$109,925 $2,748 $0 $112,673 4 Days

Operable Partitition

W/O Wastage

Estimate

Total

Description Quantity Unit Waste %Adjusted

QuantityUnit

Basket Ball Goal System 2 Ea 0 2 Ea Concrete Base

(18" x18" x 48") * 2 18 C.F 5 18.9 C.F.

W/ Wastage

Description Crew Daily Output Unit Material Labor Equipment Total ($) Duration

Basket Ball System B-1 2.0 Ea $5,162 $610 $5,772 1.0Concrete Base

(18" x18" x 48") C-30 135.0 C.F. $62 $42 $24 $129 0.1

$5,224 $652 $24 $5,901

W/O Wastage

Basket Ball Goals

Estimate

Total

Description Size Quantity UnitMetal Lockers 12"*15"*72" 5 Ea

W/ Wastage W/O Wastage


Single Tier Metal Lockers 1 Shee 20.0 Ea $1,115.00 $112.50 $1,227.50 0.3 0.5 Days

Metal Lockers

Estimate

No. QTY UNIT COST PER UNIT Subtotal Total (Incl Markup)1 1 Lump Sum $2.00 $129,539 $160,628.362 5,300 sf $2.00 $10,469 $12,981.563 1 Lump Sum $10,800 $10,800 $13,392.004 1 no $185,000 $185,000 $229,400.005 474 sf $51.20 24,245 $30,063.806 59,000 sy $2.20 $129,244 $160,262.567 614 sy $24.70 $15,152 $18,788.488 2,170 sf $2.05 $4,452 $5,520.489 1 Lump Sum $1,083,103 $1,083,103 $1,343,047.72

$1,974,084.96

24%Markup

White Hats Bid-Summary

Note: The bid has general conditions listed separately. We need to divide the general conditions proportionally within the activities. Please see the next page for proportional division of general conditions. Also, the prices have been given for October 2016. They have been adjusted for Jan 2017.

ConstructionGeneral ConditionsWaterproof Membrane & Sheet Extensions Joints/CaulkingElevatorsWall PaddingVCT TileCarpet TilingTraffic CoatingsHVAC

Grand Total

No. Item DescriptionAdjusted cost with general conditions

distributed among activites

Further Adjustment to

Jan 2017

1 Waterproof Membrane & Sheet Waterproofing $14,131.41 $14,2162 Extensions Joints/Caulking $14,578.21 $14,6663 Elevators $249,719.29 $251,2184 Wall Padding $32,726.72 $32,9235 VCT Tile $174,457.94 $175,5056 Carpet Tiling $20,452.68 $20,5757 Traffic Coatings $6,009.46 $6,0468 HVAC $1,462,009.23 $1,470,781

$1,974,085 $1,985,929

Total Direct Costs Excluding GC $1,813,456.60Gen Conditions $160,628.36


Increase all activity costs by 18.85757% to proportinally distribute GC among direct costs.

Proportional Distribution of General Conditions in the Estimate. The values werer then adjusted for Jan 2017.

Final Amount

White Hats Bid-Summary

Proportional Distribution of General Condition among activites

Summary of Estimate

Height Width

30 24 No 2" 24 28 28 11.6 324.8

30 18 No 2" 24 18,19 37 10.3 381.1

28 18 No 2" 24 11,83,16 110 9.9 1089

28 18 No 2" 24 13,103 126 9.9 1247.4

28 8 No 2" 24 6 6 7.8 46.8

26 14 No 2" 24 20 20 8.6 172

26 18 No 2" 24 67,147 214 9.5 2033

24 10 No 2" 24 12 12 7.3 87.6

24 14 No 2" 24 15 15 8.2 123

24 24 No 2" 24 47,33,38 118 10.3 1215.4

24 18 No 2" 24 14,16 30 9 270

20 14 No 2" 24 6,45,16 67 7.3 489.1

20 18 No 2" 24 17,18 35 8.2 287

20 16 No 2" 24 29,76,24 129 7.8 1006.2

20 10 No 2" 24 19 19 6.5 123.5

18 14 No 2" 24 52 52 6.9 358.8

18 18 No 2" 24 20 20 7.8 156

16 14 No 2" 24 49,17 66 6.5 429

16 16 No 2" 24 26 26 6.9 179.4

14 14 No 2" 24 13,6,11,16,14 60 6 360

14 12 No 2" 24 18 18 5.6 100.8

14 10 No 2" 24 20 20 5.2 104

14 16 No 2" 24 25 25 6.5 162.5

12 14 No 2" 24 22,7 29 5.6 162.4

12 12 No 2" 24 16,13 29 5.2 150.8

12 16 No 2" 24 21,13,58 92 6 552

12 10 No 2" 24 12 12 4.7 56.4

10 10 No 2" 24 31,7,10,23,14 85 4.3 365.5

10 14 No 2" 24 13,32,17 62 5.2 322.4

10 12 No 2" 24 15,8,34 57 4.7 267.9

8 8 No 2" 24 32,16 48 3.4 163.2

Circular

No 2" 24 72 72 5.4 388.8

No 2" 24 3 3 4.7 14.1

No 2" 24 172,6,10,17,15,6,44,61,13,25,14,14 397 4.1 1627.7

No 2" 24 9,202,6,23,34,27,14,21,20,97,18,4 475 3.4 1615

No 2" 24 9,11,2,23 45 2.8 126

No 2" 24 7,14,15,32,16,6,22,8,6,39,30 195 2.2 429

16987.6

Surface area for insulation

24 16987.6/1.156 14695 sft

Duct work quantification:

Area A

Rectangular

Duct SizeLining Insulation Gauge Length

Total

lengthLbs/ft

16

14

12

10

8

6

Total

pounds

Total

Diameter Lining Insulation Gauge Length Total lengthLbs/FootTotal

pounds

Height Width

66 18 No 2" 20 44 44 24.4 1073.6

60 18 No 2" 20 16 16 22.6 361.6

50 18 No 2" 22 62 62 17 1054

40 16 No 2" 22 7 7 14 98

30 18 No 2" 24 26,7 33 10.3 339.9

30 16 No 2" 24 54 54 9.9 534.6

28 16 No 2" 24 45 45 9.5 427.5

28 18 No 2" 24 43,35,32 110 9.9 1089

26 18 No 2" 24 16 16 9.5 152

24 12 No 2" 24 11 11 7.8 85.8

20 12 No 2" 24 15,24 39 6.9 269.1

20 12 No 2" 24 93,2 95 6.9 655.5

20 14 No 2" 24 32,43 75 7.3 547.5

18 14 No 2" 24 24 24 6.9 165.6

18 16 No 2" 24 37 37 7.3 270.1

16 16 No 2" 24 95 95 6.9 655.5

16 12 No 2" 24 19 19 6 114

14 16 No 2" 24 14 14 6.5 91

14 14 No 2" 24 17,58 75 6 450

14 12 No 2" 24 16,20,19 55 5.6 308

14 10 No 2" 24 38 38 5.2 197.6

12 12 No 2" 24 33,18,23,5,14,14,20,19 126 5.2 655.2

10 14 No 2" 24 32 32 5.2 166.4

10 10 No 2" 24 17,5,10,35,47 114 4.3 490.2

10 12 No 2" 24 8,5,36,19 68 4.7 319.6

10 8 No 2" 24 21,58,31 110 3.9 429

8 8 No 2" 24 5,4,6,37,20,8,8 88 3.4 299.2

8 10 No 2" 24 4,10 14 3.9 54.6

8 12 No 2" 24 10 10 4.3 43

Circular

No 2" 24 12 12 4.7 56.4

No 2" 24 6,19,20 45 4.1 184.5

No 2" 24 22,36,28,8,34,22,25,3,7,8,3,25,9,13,3 246 3.4 836.4

No 2" 24 48,36,24,44,18,35,22,12,16,3,24 282 2.8 789.6

No 2" 24 64,75,118,9,27,35,15,8,4,21,12,82,12,18 500 2.2 1100

14364


24 11776.8/1.156 10187.543 sft

22 1152/1.406 819.34566 sft

20 1435.2/1.656 866.66667 sft

Total 11873.556 sft

White Hats

Area B

Rectangular

Duct SizeLining Insulation Gauge Length Total lengthLbs/Foot

14

12

10

8

6

Total

Total

pounds


pounds

Height Width

60 18 No 2" 20 7 7 22.6 158.2

50 18 No 2" 22 80 80 17 1360

40 16 No 2" 22 22 22 14 308

40 14 No 2" 22 51 51 13.5 688.5

38 14 No 2" 22 27 27 13 351

30 18 No 2" 24 56 56 10.3 576.8

30 14 No 2" 24 20 20 9.5 190

30 16 No 2" 24 8 8 9.9 79.2

28 14 No 2" 24 43 43 9 387

24 12 No 2" 24 3,3,6,4 16 7.8 124.8

24 16 No 2" 24 35 35 8.6 301

20 16 No 2" 24 22 22 7.8 171.6

20 14 No 2" 24 22,27,34 83 7.3 605.9

20 14 No 2" 24 23,40,27,40 130 7.3 949

18 14 No 2" 24 39 39 6.9 269.1

14 14 No 2" 24 30,55,44 128 6 768

14 12 No 2" 24 20,21 41 5.6 229.6

12 14 No 2" 24 36,23,26,20,15,19,25,27 191 7.8 1489.8

10 8 No 2" 24 52 52 3.9 202.8

10 10 No 2" 24 2 2 4.3 8.6

10 12 No 2" 24 25 25 4.7 117.5

8 8 No 2" 24 13,8 21 3.4 71.4

Circular

No 2" 24 3,3,3,3 12 4.7 56.4

No 2" 24 8 8 4.1 32.8

No 2" 24 39,8,10,64,37,65,64,11,13,16,14,36 378 3.4 1285.2

No 2" 24 3,13,32,3 51 2.8 142.8

No 2" 24 6,6,38,9,17,26,15,29,19,17,17,7,12 218 2.2 479.6

11404.6


24 8538.9/1.156 7386.5917 sft

22 2707.5/1.406 1925.6757 sft

20 158.2/1.656 95.531401 sft

Total 9407.7988 sft

Area c

Rectangular


Total

pounds

Lbs/FootTotal

pounds

14

12

10

8

Diameter Lining Insulation Gauge Length Total length

6

Total

Height Width

44 14 No 2" 22 13 13 14.5 188.5

40 14 No 2" 22 61,27 88 13.5 1188

36 14 No 2" 22 15 15 12.5 187.5

34 14 No 2" 22 45 45 12 540

30 18 No 2" 24 36 36 10.3 370.8

26 14 No 2" 24 79 79 8.6 679.4

24 18 No 2" 24 50 50 9 450

24 14 No 2" 24 41 41 8.2 336.2

22 12 No 2" 24 21 21 7.3 153.3

20 12 No 2" 24 21,25 46 6.9 317.4

20 14 No 2" 24 51,79 130 7.3 949

18 18 No 2" 24 26 26 7.8 202.8

16 16 No 2" 24 52 52 6.9 358.8

16 12 No 2" 24 18,21 39 6 234

14 12 No 2" 24 23,23,22,11 79 5.6 442.4

14 14 No 2" 24 38 38 6 228

12 12 No 2" 24 22,21,21,18 82 5.2 426.4

10 10 No 2" 24 5,12,22 39 4.3 167.7

8 8 No 2" 24 7 7 3.4 23.8

Circular

No 2" 24 7 7 5.4 37.8

No 2" 24 3,5,6 14 4.7 65.8

No 2" 24 5,2,3,6 16 4.1 65.6

No 2" 24 205,327,261,411,114 265 3.4 901

No 2" 24 7,22,3,53,2 87 2.8 243.6

No 2" 24 61,14 75 2.2 165

8922.8


24 6818.8/1.156 5898.6159 sft

22 2104/1.406 1496.4438 sft

Total 7395.0597 sft

Area D

Rectangular

Duct SizeLining Insulation Gauge Length Total length

16

14

12

10

8

6

Lbs/FootTotal

pounds


pounds

Total

Height Width

60 14 No 2" 20 38 38 21.5 817

50 14 No 2" 22 28 28 16 448

48 14 No 2" 22 34 34 15.5 527

48 16 No 2" 22 75 75 16 1200

44 14 No 2" 22 20 20 14.5 290

42 18 No 2" 22 45 45 15 675

40 14 No 2" 22 60 60 13.5 810

30 18 No 2" 24 17 17 10.3 175.1

20 12 No 2" 24 21 21 6.9 144.9

20 14 No 2" 24 4 4 7.3 29.2

16 14 No 2" 24 30 30 6.5 195

14 12 No 2" 24 22,22,27,23 94 5.6 526.4

12 10 No 2" 24 25 25 4.7 117.5

12 14 No 2" 24 9,43 52 5.6 291.2

12 12 No 2" 24 21,29,20 70 5.2 364

10 10 No 2" 24 14,26 40 4.3 172

8 8 No 2" 24 8 8 3.4 27.2

Circular

No 2" 24 4 4 4.7 18.8

No 2" 24 28,3 31 4.1 127.1

No 2" 24 18,14,17,9,75 133 3.4 452.2

No 2" 24 3,18,3,4 28 2.8 78.4

No 2" 24 11,24,3,11 49 2.2 107.8

7593.8


24 2826.8/1.156 2445.3287 sft

22 3950/1.406 2809.3883 sft

20 817/1.656 493.35749 sft

Total 5748.0745 sft

Area E

Rectangular


14

12

10

8

6

Total

Total

pounds


pounds

Duct work cost estimate

Location

Quantity of

duct

materials * Unit

Unit

material

cost

Unit

labor cost

Total

Material

cost

Labor Total

Cost

Area-A 22083 lb 0.61 4.4 13,470.63$ 97,165.20$

Area-B 18673 lb 0.61 4.4 11,390.53$ 82,161.20$

Area-C 14826 lb 0.61 4.4 9,043.86$ 65,234.40$

Area-D 11600 lb 0.61 4.4 7,076.00$ 51,040.00$

Area-E 9872 lb 0.61 4.4 6,021.92$ 43,436.80$

47,002.94$ 339,037.60$

Total 386,040.54$

Current total cost 277,896.38$ * Duct material includes wastage

Duct work insulation cost estimate

Insulation Quantity Units

Unit

material

cost

Unit

labor cost

Total

Material

cost

Labor Total

Cost

AreaA 14695 sf 0.26 2.51 3,820.70$ 36,884.45$

AreaB 11875 sf 0.26 2.51 3,087.50$ 29,806.25$

AreaC 9410 sf 0.26 2.51 2,446.60$ 23,619.10$

AreaD 7400 sf 0.26 2.51 1,924.00$ 18,574.00$

AreaE 5750 sf 0.26 2.51 1,495.00$ 14,432.50$

12,773.80$ 123,316.30$

Total 136,090.10$

Current total cost 97,966.25$ * Quantity includes wastage

Current total cost takes into considerations the size, location, and time factors in order to update the 2015

RSMeans costs to our project.

White Hats

Register, grille and diffuser schedule

Neck size Type

Unit

material

cost

Unit labour

costUnit No

Total material

costTatal labour cost

6"x6" Diffuser 50.00$ 28.00$ ea 66 $3,300.00 $1,848.00

9"x9" Diffuser 66.00$ 30.00$ ea 27 $1,782.00 $810.00

12"X12" Diffuser 84.50$ 37.50$ ea 186 $15,717.00 $6,975.00

12"X12" Diffuser 84.50$ 37.50$ ea 25 $2,112.50 $937.50

15"X15" Diffuser 130.50$ 40.50$ ea 1 $130.50 $40.50

6"x6" Diffuser 50.00$ 28.00$ ea 4 $200.00 $112.00

9"x9" Diffuser 66.00$ 30.00$ ea 2 $132.00 $60.00

12"X12" Diffuser 84.50$ 37.50$ ea 0 $0.00 $0.00

12"X12" Diffuser 84.50$ 37.50$ ea 2 $169.00 $75.00

15"X15" Diffuser 130.50$ 40.50$ ea 0 $0.00 $0.00

12"X6" Register 14.92$ 20.00$ ea 0 $0.00 $0.00

14"X6" Register 15.94$ 20.82$ ea 0 $0.00 $0.00

18"X8" Register 21.00$ 25.00$ ea 0 $0.00 $0.00

18"X12" Register 27.70$ 34.80$ ea 0 $0.00 $0.00

24"X18" Grille 71.00$ 22.50$ ea 1 $71.00 $22.50

22"X22" register 52.27$ 38.15$ ea 80 $4,181.60 $3,052.00

18"X6" register 17.86$ 22.50$ ea 4 $71.44 $90.00

4' diffuser diffuser 60.00$ 29.00$ ea 2 $120.00 $58.00

22"X22" register 52.27$ 38.15$ ea 2 $104.54 $76.30

6"X6" diffuser 50.00$ 28.00$ ea 2 $100.00 $56.00

28,191.58$ 14,212.80$ Total cost 42,404.38$ Current total cost 30,525.35$

Current total cost takes into considerations the size, location, and time factors in order to update the 2015 RSMeans costs to our project.

White Hats

Black steel pipe schedule 40 is used for the entire mechanical piping system for this project.

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 234 109 99 59 139 0 2524.86 0 0 0 296.48 270.27 99.12 157.1

Hot water return 217 79 19 28 94 126 0 2341.43 598.82 0 0 51.68 76.44 157.92 142.4

Cold water supply 244 24 4628.68 0 0 138.96 0 0 0 0 0

Cold water return 232 26 4401.04 0 0 150.54 0 0 0 0 0

Total 476 451 79 50 0 128 127 153 265 9029.72 4866.29 598.82 289.5 0 348.16 346.71 257.04 299.5

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 49 2 325 23 71 156 0 0 0 283.71 7.3 884 62.79 119.28 176.3

Hot water return 5 104 44 122 112 205 0 53.95 788.32 254.76 0 331.84 0 188.16 231.7

Cold water supply 50 3 96 0 0 379 17.37 350.4 0 0 0 0

Cold water return 50 3 96 0 0 379 17.37 350.4 0 0 0 0

Total 0 5 204 99 194 447 23 183 361 0 53.95 1546.32 573.21 708.1 1215.8 62.79 307.44 407.9

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 126 58 52 0 0 0 0 0 0 343.98 97.44 58.76

Hot water return 156 48 31 93 99 0 0 1182.48 277.92 0 84.32 253.89 166.32 0

Total 0 0 156 48 0 31 219 157 52 18.97 10.79 1190.06 283.71 3.65 87.04 600.60 265.44 59.89

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 53 125 5 102 0 0 0 0 193.45 0 341.25 8.4 115.3

Hot water return 259 34 0 0 0 1499.6 124.1 0 0 0 0

Cold water supply 38 0 0 0 220.02 0 0 0 0 0

Cold water return 39 0 0 0 225.81 0 0 0 0 0

Total 0 0 0 336 87 0 125 5 102 0 0 0 1945.4 317.55 0 341.25 8.4 115.3

White Hats

Area A

Purpose of piping

Pipe diameter in inches Nominal weight of pipe (lbs)

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

Purpose of piping


6 4 1 1/4 1

Area B

3/4

Area C

Purpose of piping


6 4 3 2 1/2 2

3 2 1/2 2 1 1/2

Purpose of piping


6 4 3/43 2 1/2 2 1 1/2 1 1/4 1

1 1/2 1 1/4 1 3/4

Area D

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 130 51 24 0 0 0 752.7 186.15 353.6 0 0 0

Hot water return 56 25 46 52 0 0 0 0 204.4 68 0 77.28 58.76

Cold water supply 88 45 0 0 667.04 260.55 0 0 0 0 0

Cold water return 88 47 0 0 667.04 272.13 0 0 0 0 0

Total 0 0 176 222 107 49 0 46 52 0 0 1334.08 1285.4 390.55 421.6 0 77.28 58.76

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 47 0 507.13 0 0 0 0 0 0 0

Hot water return 25 56 474.25 604.24 0 0 0 0 0 0 0

Cold water supply 157 43 2978.29 463.97 0 0 0 0 0 0 0

Cold water return 85 125 1612.45 1348.75 0 0 0 0 0 0 0

Total 267 271 0 0 0 0 0 0 0 5064.99 2924.09 0 0 0 0 0 0 0

6 4 3 2 1/2 2 1 1/2 1 1/4 1 3/4

18.97 10.79 7.58 5.79 3.65 2.72 2.73 1.68 1.13

Hot water supply 26 17 4 53 0 280.54 128.86 23.16 193.45 10.88 0 0 0

Hot water return 22 35 41 0 0 166.76 202.65 149.65 0 0 0 0

Cold water supply 40 50 6 758.8 539.5 45.48 0 0 0 0 0 0

Cold water return 43 50 5 815.71 539.5 37.9 0 0 0 0 0 0

Total 83 126 50 39 94 0 0 0 0 1574.51 1359.54 379 225.81 343.1 10.88 0 0 0

Area E

Purpose of piping


6 4 3 2 1/2 2 3/41 1/2 1 1/4 1

Boiler room loop piping

Purpose of piping


6 4 2 1 1/2 1 1/4 1

1 1/2 1 1/4 1 3/4

3/4

Mechanical room loop piping

Purpose of piping


6 4 3 2 1/2 2

3 2 1/2

Piping Cost estimation

Pipe size

(in)length Unit

material

Unit cost

Labour unit

costMaterial cost Labor cost

6 826 LF 48.50$ 31.50$ 40,061.00$ 26,019.00$

4 853 LF 23.50$ 18.80$ 20,045.50$ 16,036.40$

3 665 LF 16.75$ 16.90$ 11,138.75$ 11,238.50$

2 1/2 794 LF 13.65$ 14.85$ 10,838.10$ 11,790.90$

2 482 LF 8.70$ 11.75$ 4,193.40$ 5,663.50$

1 1/2 600 LF 7.35$ 9.20$ 4,410.00$ 5,520.00$

1 1/4 494 LF 6.60$ 8.10$ 3,260.40$ 4,001.40$

1 544 LF 5.30$ 7.45$ 2,883.20$ 4,052.80$

3/4 832 LF 5.50$ 6.60$ 4,576.00$ 5,491.20$

101,406.35$ 89,813.70$

Total 191,220.05$

Wastage (10%) 19,122.01$

Allowance for weld and fixtures (8%) 16,827.36$

Total 227,169.42$

Current total cost 163,530.91$

Pipe size Thickness Length

Unit

material

cost

Total

material cost

Unit labor

cost

Total labor

cost Thickness length

Unit

material

cost

Total material

cost

Unit labor

cost

Total labor

cost

3/4" 1-1/2" 0 2.89$ -$ 3.43$ -$ 1-1/2" 782 2.89$ 2,259.98$ 3.43$ 2,682.26$

1" 1-1/2" 0 2.93$ -$ 3.59$ -$ 1-1/2" 544 2.93$ 1,593.92$ 3.59$ 1,952.96$

1-1/4" 1-1/2" 0 2.99$ -$ 3.68$ -$ 1-1/2" 494 2.99$ 1,477.06$ 3.68$ 1,817.92$

1-1/2" 1-1/2" 0 3.14$ -$ 3.68$ -$ 1-1/2" 660 3.14$ 2,072.40$ 3.68$ 2,428.80$

2" 1-1/2" 182 3.32$ 604.24$ 3.88$ 706.16$ 2" 290 4.70$ 1,363.00$ 4.09$ 1,186.10$

2-1/2" 1-1/2" 225 3.62$ 814.50$ 4.09$ 920.25$ 2" 569 5.30$ 3,015.70$ 4.33$ 2,463.77$

3" 1-1/2" 287 3.77$ 1,081.99$ 4.46$ 1,280.02$ 2" 378 5.70$ 2,154.60$ 4.60$ 1,738.80$

4" 1-1/2" 268 4.53$ 1,214.04$ 5.25$ 1,407.00$ 2" 585 6.60$ 3,861.00$ 5.65$ 3,305.25$

5" 1-1/2" 4.84$ -$ 5.65$ -$ 2-1/2" 7.35$ -$ 6.15$ -$

6" 1-1/2" 801 4.99$ 3,996.99$ 6.70$ 5,366.70$ 2-1/2" 25 7.65$ 191.25$ 7.35$ 183.75$

8" 1-1/2" 6.55$ -$ 8.20$ -$ 2-1/2" 9.25$ -$ 9.20$ -$

1763 $7,711.76 $9,680.13 4327 17,988.91$ 17,759.61$

Total Insulation cost of pipings 53,140.41$


Piping Insulation

Chilled water Hot water


White Hats

Boiler Output Unit Material cost Labor costBoiler-1 752 ea 9,639.00$ 3,555.00$

Boiler-2 752 ea 9,639.00$ 3,555.00$

Boiler-3 752 ea 9,639.00$ 3,555.00$

28,917.00$ 10,665.00$

Total 39,582.00$


Symbol Electric kW Material cost Labor cost

EUH-1 7.5 770.00$ 89.00$

EUH-2 7.5 770.00$ 89.00$

EUH-3 7.5 770.00$ 89.00$

2,310.00$ 267.00$

Total 2,577.00$


Expansion Tank Schedule

Expansion tank Quantity Material Cost labour Cost

211 gallon bladder type 1

6,575.00$ 255.00$

31 gallon bladder type1

2,700.00$ 108.00$

9,275.00$ 363.00$

Total 9,638.00$


White Hats

HVAC Heating

Boiler Schedule

Unit Heater Schedule

Valve estimation

Ball valve 2-1/2" 12 360.00$ 42.00$ 4,320.00$ 504.00$

Multi purpose valve 2-1/2" 3 532.00$ 141.00$ 1,596.00$ 423.00$

union 2-1/2" 6 155.00$ 30.00$ 930.00$ 180.00$

pressure gauge 2-1/2" 3 180.00$ 52.00$ 540.00$ 156.00$

flow switch 2-1/2" 3 135.00$ 45.00$ 405.00$ 135.00$

thermometer 2-1/2" 3 60.00$ 22.00$ 180.00$ 66.00$

thermometer 4" 3 85.00$ 25.00$ 255.00$ 75.00$

Flow meter 4" 1 135.00$ 45.00$ 135.00$ 45.00$

Pressure relief valve 2-1/2" 3 300.00$ 75.00$ 900.00$ 225.00$

Lock sheild 2-1/2" 3 25.00$ 7.00$ 75.00$ 21.00$

Butterfly valve 6" 2 143.00$ 265.00$ 286.00$ 530.00$

9,622.00$ 2,360.00$

Total 11,982.00$


Ball valve 1-1/2" 2 360.00$ 42.00$ 720.00$ 84.00$

union 1-1/2" 2 155.00$ 30.00$ 310.00$ 60.00$

pressure gauge 1-1/2" 1 180.00$ 52.00$ 180.00$ 52.00$

Globe valve 1-1/2" 1 785.00$ 59.00$ 785.00$ 59.00$

Check valve 1-1/2" 1 94.50$ 19.75$ 94.50$ 19.75$

Water pressure

reduction valve1-1/2" 1 86.00$ 35.00$ 86.00$ 35.00$

2,175.50$ 309.75$

Total 2,485.25$


White Hats


Total

material

Labor Total

cost

Boiler water make up

station

Pipe size for

coolingQuantity

Material unit

price

Labor Unit

Price

Total

material

cost

Labor Total

cost

ValvePipe size for

heatingQuantity

Material unit

price

Labor Unit

Price

Chiller capacity(tons) unit Material cost Labor Cost

Chiller-1 126.7 ea 106,278.00$ 17,051.00$

Chiller-2 126.7 ea 106,278.00$ 17,051.00$

212,556.00$ 34,102.00$

Total 246,658.00$

Current total cost 177,560.02$ chiller valves

union 4" 4 155.00$ 30.00$ 620.00$ 120.00$

pressure gauge 4" 4 180.00$ 52.00$ 720.00$ 208.00$

flow switch 4" 2 135.00$ 45.00$ 270.00$ 90.00$

thermometer 4" 5 60.00$ 22.00$ 300.00$ 110.00$

thermometer 6" 3 85.00$ 25.00$ 255.00$ 75.00$

Flow meter 4" 1 135.00$ 45.00$ 135.00$ 45.00$

Lock sheild 4" 2 25.00$ 7.00$ 50.00$ 14.00$

Butterfly valve 4" 4 113.00$ 171.00$ 452.00$ 684.00$

Butterfly valve 6" 4 143.00$ 265.00$ 572.00$ 1,060.00$

3,374.00$ 2,406.00$

Total 5,780.00$

Current total cost 4,160.81$ Pressure reducing station valves

Ball valve 1-1/2" 2 360.00$ 42.00$ 720.00$ 84.00$

union 1-1/2" 2 155.00$ 30.00$ 310.00$ 60.00$

pressure gauge 1-1/2" 1 180.00$ 52.00$ 180.00$ 52.00$

Pressure relief

valve 1-1/2" 1300.00$ 75.00$ 300.00$ 75.00$

Globe valve 1-1/2" 1 890.00$ 92.00$ 890.00$ 92.00$

Check valve 1-1/2" 1 94.50$ 19.75$ 94.50$ 19.75$

Water pressure

reduction valve 1-1/2" 186.00$ 35.00$ 86.00$ 35.00$

Air seperator 6" 1 4,675.00$ 400.00$ 4,675.00$ 400.00$

7,255.50$ 817.75$

Total 8,073.25$


White Hats

HVAC-Cooling

Chiller Schedule

ValvePipe size for

heatingQuantity

Material unit

price

Labor Unit

Price

Current total cost takes into considerations the size, location, and time factors in order to update the 2015 RSMeans costs to our

project.

Total material

cost

Labor Total

cost

ValvePipe size for

heatingQuantity

Material unit

price

Labor Unit

Price

Total material

cost

Labor Total

cost

HVAC

Louversquantity unit

Unit material

cost

Total

materal cost

Unit labor

cost

Total labor

cost

LP-1 9 sft 24.50$ 220.50$ 7.80$ 1,719.90$

LP-2 25 sft 24.50$ 612.50$ 7.80$ 4,777.50$

LP-3 25 sft 24.50$ 612.50$ 7.80$ 4,777.50$

LP-4 25 sft 24.50$ 612.50$ 7.80$ 4,777.50$

2,058.00$ 16,052.40$

Total 18,110.40$


Teminal

numberCFM unit Material cost Labor cost

1--1 450 ea 800.00$ 79.00$

1--2 325 ea 796.25$ 76.18$

1--3 325 ea 796.25$ 76.18$

1--4 325 ea 796.25$ 76.18$

1--5 400 ea 800.00$ 79.00$

1--6 200 ea 790.00$ 71.50$

1--7 300 ea 795.00$ 75.25$

1--8 1225 ea 892.00$ 127.75$

5--1 800 ea 820.00$ 98.50$

5--2 1350 ea 900.00$ 144.00$

5--3 1150 ea 868.00$ 118.00$

5--4 225 ea 791.25$ 72.43$

5--5 425 ea 800.00$ 79.00$

5--6 1150 ea 868.00$ 118.00$

5--7 200 ea 790.00$ 71.50$

5--8 1150 ea 868.00$ 118.00$

6--1 475 ea 800.00$ 79.00$

6--2 110 ea 785.50$ 68.13$

6--3 1325 ea 900.00$ 140.75$

6--4 1900 ea 960.00$ 183.80$

6--5 1850 ea 952.50$ 177.20$

6--6 2075 ea 982.50$ 197.75$

6--7 1925 ea 963.50$ 187.10$

6--8 950 ea 820.00$ 98.50$

6--9 550 ea 800.00$ 79.00$

7--1 1625 ea 918.75$ 147.50$

7--2 1600 ea 915.00$ 144.20$

7--3 1000 ea 820.00$ 98.50$

8--1 850 ea 820.00$ 98.50$

8--2 1600 ea 915.00$ 144.20$

8--3 375 ea 798.75$ 78.00$

8--4 1200 ea 884.00$ 124.50$

8--5 1625 ea 918.75$ 147.50$

8--6 800 ea 820.00$ 98.50$

8--7 1150 ea 868.00$ 118.00$

8--8 1600 ea 915.00$ 144.20$

8--9 1825 ea 948.75$ 173.90$

8--10 800 ea 820.00$ 98.50$

8--11 750 ea 815.00$ 93.53$

8--12 950 ea 820.00$ 98.50$

Total 38,631.72$


HVAC Louvered Pent house

VAV Terminal Box Schedule



White Hats

Pump symbol GPM Hp Material cost Labor Cost

P-1 245 10 4,450.00$ 650.00$

p-2 245 10 4,450.00$ 650.00$

P-3 255 7.5 3,563.00$ 645.00$

P-4 255 7.5 3,563.00$ 645.00$

P-5 100 7.5 3,563.00$ 645.00$

P-6 100 7.5 3,563.00$ 645.00$

P-7 50 1 2,975.00$ 330.00$

P-8 50 1 2,975.00$ 330.00$

P-9 50 1 2,975.00$ 330.00$

32,077.00$ 4,870.00$

Total 36,947.00$

Current total cost 26,596.79$ Valves associated with pumps

ValveChilled

waterChiller Hot water

Total

quantity

Unit

material

price

Unit Labor

Cost

Total

Material

Cost

Total labor

cost

Ball valve 2 0 0 2 360.00$ 42.00$ $ 720.00 $ 84.00

Multi purpose valve 4 4 4 12532.00$ 141.00$

$ 6,384.00 $ 1,692.00

thermometer 2 0 2 4 60.00$ 22.00$ $ 240.00 $ 88.00 Butterfly valve 2 2 2 6 113.00$ 171.00$ $ 678.00 $ 1,026.00 Check valve 0 2 0 2 94.50$ 19.75$ $ 189.00 $ 39.50

8,211.00$ 2,929.50$

Total 11,140.50$


Pump Schedule


Symbol Supply CFM Unit Material cost Labor Cost

AHU-1 3550 ea 8,575.00$ 885.00$

AHU-2 4200 ea 8,575.00$ 885.00$

AHU-3 4200 ea 8,575.00$ 885.00$

AHU-4 4000 ea 8,575.00$ 885.00$

AHU-5 6450 ea 13,900.00$ 1,000.00$

AHU-6 11000 ea 21,700.00$ 1,300.00$

AHU-7 4225 ea 8,575.00$ 885.00$

AHU-8 12700 ea 24,900.00$ 1,450.00$

103,375.00$ 8,175.00$

Total 111,550.00$


Dedicated outdoor air unit schedule

Symbol Supply CFM Unit Material cost Labor Cost

DOAS-1 4300 ea 23,800.00$ 2,675.00$

DOAS-2 3300 ea 17,800.00$ 2,500.00$

DOAS-3 4100 ea 23,800.00$ 2,675.00$

65,400.00$ 7,850.00$

Total 73,250.00$


Air Handling Units Schedule

Current total cost takes into considerations the size, location, and time factors

in order to update the 2015 RSMeans costs to our project.

Symbol

Supply

CFM Unit

material

cost labour cost

F-1 100 ea 104.00$ 45.50$

F-2 75 ea 104.00$ 45.50$

F-3 100 ea 104.00$ 45.50$

F-4 1000 ea 385.00$ 30.50$

F-5 400 ea 124.00$ 62.50$

F-6 1425 ea 420.00$ 35.50$

F-7 1800 ea 475.00$ 47.50$

F-8 100 ea 104.00$ 45.50$

F-9 100 ea 104.00$ 45.50$

F-10 225 ea 164.00$ 45.50$

F-11 125 ea 104.00$ 45.50$

F-12 100 ea 104.00$ 45.50$

F-13 100 ea 104.00$ 45.50$

F-14 125 ea 104.00$ 45.50$

F-15 100 ea 104.00$ 45.50$

F-16 500 ea 183.00$ 100.00$

F-17 500 ea 183.00$ 100.00$

F-18 100 ea 104.00$ 45.50$

F-19 100 ea 104.00$ 45.50$

F-20 200 ea 164.00$ 45.50$

F-21 200 ea 164.00$ 45.50$

F-22 100 ea 104.00$ 45.50$

F-23 100 ea 104.00$ 45.50$

F-24 100 ea 104.00$ 45.50$

F-25 100 ea 104.00$ 45.50$

F-26 100 ea 104.00$ 45.50$

F-27 100 ea 104.00$ 45.50$

F-28 100 ea 104.00$ 45.50$

F-29 100 ea 104.00$ 45.50$

F-30 125 ea 104.00$ 45.50$

F-31 650 ea 190.00$ 100.00$

F-32 650 ea 190.00$ 100.00$

F-33 100 ea 104.00$ 45.50$

F-34 100 ea 104.00$ 45.50$

F-35 125 ea 104.00$ 45.50$

F-36 100 ea 104.00$ 45.50$

F-37 825 ea 385.00$ 30.50$

F-38 5200 ea 1,200.00$ 71.00$

F-38 4150 ea 1,000.00$ 61.00$

7,827.00$ 2,012.50$

Total Cost 9,839.50$


Power Ventilator Scheule

Current total cost takes into considerations the size, location, and time factors in order to update the

2015 RSMeans costs to our project.

Teating, Adjustment and Balancing for HVAC

Item Quantity Unit price Total price

Air conditioning equipment 8 910.00$ 7,280.00$

Pump 9 320.00$ 2,880.00$

Unit heater 3 102.00$ 306.00$

Chiller 2 620.00$ 1,240.00$

Boiler 3 515.00$ 1,545.00$

Diffuse, griller and register 404 70.00$ 28,280.00$

Ductless split system heat pump 7 490.00$ 3,430.00$

Total Cost 44,961.00$


Current total cost takes into considerations the size, location, and time factors in order to update the

2015 RSMeans costs to our project.

Duct work cost estimate 277,896.38$

Duct work insulation cost estimate 97,966.25$

Piping cost 163,530.91$

Piping insulation cost 38,253.83$

Heating 47,701.20$

Cooling 187,532.46$

Louver 13,037.01$

VAV terminal box 27,809.55$

pumps 56,897.42$

DOAS 52,729.98$

AHU 80,300.74$

7,083.09$

1,050,738.82

32365

1,083,103.82

Safety padding (wall padding)

Material cost:

Room no C107

Dimension of the room - 7'9"x5'9"

Area of wall padding required for the scope

Location L B H Area ThicknessMaterial

cost/Sqft

Total material

cost

2'3" 6' 13.5 2" 15.00$ 202.50$

5'7" 6' 33.5 2" 15.00$ 502.50$

8' 6' 48 2" 15.00$ 720.00$

8' 6' 48 2" 15.00$ 720.00$

Floor 8' 5'7" 45 2" 15.00$ 675.00$

Door 3' 7' 21 2" 15.00$ 315.00$

Door

including

frame

7'4" 3'4" 24.5

Door frame 3.5 1" 12.00$ 42.00$

Total 3,177.00$

Room no E112

Dimension of the room - 7'9"x5'9"

Location L B H Area ThicknessMaterial

cost/Sqft

Total material

cost

2'3" 6' 13.5 2" 15.00$ 202.50$

5'7" 6' 33.5 2" 15.00$ 502.50$

8' 6' 48 2" 15.00$ 720.00$

8' 6' 48 2" 15.00$ 720.00$

Floor 8' 5'7" 45 2" 15.00$ 675.00$

Door 3' 7' 21 2" 15.00$ 315.00$

Door

including

frame

7'4" 3'4" 24.5

Door frame 3.5 1" 12.00$ 42.00$

Total 3,177.00$

Material cost for 2 rooms = 6,354.00$

As per the project specification, the safety padding work will be done by a speciality contractor. For the

purpose of the project, the work is subcontracted to a speciality contractor (Gold safety padding) based

in Lehigh Acres, FL. The speciality contractor will be supplying the material as well as labor for

installation of the materials

Furnish, deliver and install Gold Medal Safety Padding to two (2) rooms at the above facility. The room

named “Time out” C-107 and E-112 are approximately 8’-4” x 6’-0” x 9’-0” in height. Gold Medal

Safety Padding is to be installed on the walls, interior side of the room door and door frame and the floor.

Padding shall be detailed to meet any vision lite in the door.

Wall padding dimension should not be less than 72" inch in height and 2" thickness for walls, floors and

doors and 1" thickness for door frame

Wall

Wall

Wastage (10%) = 635.40$

Total material cost = 6,989.40$

Material transportation cost

Approximate miles (to and fro) = 1500

Cost per mile including rental, fuel and driver wage = 1.50$

Total transportation cost = 2,250.00$

Labor cost calculation

Mobilization cost (Travel) = 500.00$

Labor cost Per hour = 67.50$

Duration (days) = 10

Total labor cost for 2 labors = 10,800.00$

Living allowance for the period of stay = 1,500.00$

Total labor cost = 12,800.00$

Tools for installation are included in the labor burden.

Total labor, material and transportation cost = 22,039.40$

Markup value (10%) = 2,203.94$

Total bid value for the scope of work = 24,243.34$

The speciality contractor has scheduled two experienced skilled labor to complete the scope of work. The

estimated completion of work is 5 days per room.

The material is assumed to be transported from Lehigh acres, FL to the project site location at

wilmington, NC

Traffic coating for second floor electrical rooms:

Room no Area (sft) CoatingUnit Material

cost

Unit

labor

cost

Total

material

cost

Total labor

cost

E206 2057 Primer 0.45 0.24 925.65$ 493.68$

2057 Base coat 0.59 0.49 1,213.63$ 1,007.93$

2057 Immediate coat 0.27 0.24 555.39$ 493.68$

2057 Top coat 0.07 0.21 143.99$ 431.97$

E208 113 Primer 0.45 0.24 50.85$ 27.12$

113 Base coat 0.59 0.49 66.67$ 55.37$

113 Immediate coat 0.27 0.24 30.51$ 27.12$

113 Aggregate 0.07 0.21 7.91$ 23.73$

2,994.60$ 2,560.60$

= 299.46$

Wastage (10% of total material cost) = 329.41$

Total cost = 6,184.07$

Current total cost = 4,451.68$

Accessory materials( joint sealants, sheet flashing,

adhesive, reinforcing strip)-10% of coating cost



Direct Costs/ Trades Labor Material Equipment Sub- Contractors Sub -Total

95113 - Acoustic Ceiling $193,600.00 $270,495.00 $0.00 0 $464,095.0098433 - Acoustic Wall Units $4,752.00 $8,544.00 $0.00 0 $13,296.00102800 - Toilet Accessories & Partitions $10,718.00 $33,887.00 $0.00 0 $44,605.00104400 - Fire Protection Specialties $7,628.00 $4,814.00 $0.00 0 $12,442.00108316 - Banners $220.00 $300.00 $0.00 0 $520.00323113 - Fencing $4,000.00 $22,744.00 $520.00 0 $27,264.00Totals $220,918.00 $340,784.00 $520.00 0 $562,222.00Grand Total $562,222.00Sales Tax @5% $28,111.10General Conditions $27,145.00CoOH $38,564.00Sub Total $656,042.00Profit + Contingency @5% $32,802.10Sub Total $688,844.10Bonds (Performance, Payment) @5% $34,442.21

Total Bid Package $723,286.31

Trident Contractors Bid-Summary

Note: Toilet Accessory bid and Fire Protection Specialites bid from BMC will be used. On the next page, these two items have been removed from Trident's Bid

Project Bid

Note: The bid has general conditions listed separately. We need to divide the general conditions proportionally within the activities. Please see the next page for proportional division of general conditions. Also, the prices have been given for October 2016. They have been adjusted for Jan 2017.

Direct Costs/ Trades Labor Material EquipmentSub-

ContractorsSub -Total

95113 - Acoustic Ceiling $193,600.00 $270,495.00 $0.00 0 $464,095.0098433 - Acoustic Wall Units $4,752.00 $8,544.00 $0.00 0 $13,296.00108316 - Banners $220.00 $300.00 $0.00 0 $520.00323113 - Fencing $4,000.00 $22,744.00 $520.00 0 $27,264.00

Totals $202,572.00 $302,083.00 $520.00 $0.00 $505,175.00

Sales Tax @5% $25,258.75General Conditions $24,390.68CoOH $34,651.03Profit + Contingency @5% $29,473.77Bonds (Performance, Payment) @5% $30,947.46

$649,896.69

Item Value ($)

Adjustment for January 2017

95113 - Acoustic Ceiling $597,048.01 $600,630.3098433 - Acoustic Wall Units $17,105.01 $17,207.64108316 - Banners $668.97 $672.98323113 - Fencing $35,074.54 $35,284.98

Total $649,896.52 $653,795.90

Proportional Distribution of General Conditions in the Estimate. The values were then adjusted for Jan 2017.

Trident Contractors Bid-Summary

Schedule of values for the Items to be used

Grand Total

Trident Bid - Items to be used

Mark Up = 28.6478

Estimation

Materials Costs Quantity TotalsAcoustic Ceiling Tiles (Typical, per Sqft) 2.1 57355 $120,445.50

Acoustic Ceiling Tiles (Kitchen, per Sqft) 8 2824 $22,592.00

Metal Suspension System

Class A Suspension System (per Sqft.) 0.99 60179 $59,577.21

Hanging Wire 4' (per Sqft.) 0.37 60179 $22,266.23

Seismic Clips at cross tees (each) 3.02 15045 $45,435.90Acoustic Sealant (5 gal each, minimum quantity) 178 1 $178.00

Total Material Costs $270,495.00

LaborProductivity/

dayQuantity Time in days

Burderned; Per Carpenter ; Per Hour 55

Crew 8 -Carp

Crew Productivity

(Hours/unit)

Acoustic Ceiling Tiles (Typical, Sqft/day, 1 Carpenter) 450 57355 127

Acoustic Ceiling Tiles (Kitchen, Sqft/day, 1 Carpenter) 600 2824 5

Metal Suspension System

Class A Suspension System (Sqft/day, 1 Carpenter) 650 60179 93

Hanging Wire 4' (Sqft/day, 1 Carpenter) 650 60179 93

Seismic Clips at cross tees (each/day, 1 Carpenter) 120 15045 125

Using 8 man carpenter crew, Total Working Days 55

Total Time in hours (8 hour shifts) 3520

Total Labor Costs $193,600

Total Direct Costs $464,095.00

Detailed Estimate: Acoustic Ceiling

*Cost include 7% extra materials - 5% wastage, 2% Spare Storage as described in specifications

Trident Contractos

Costs Units Total

Labor

Burderned; Hourly, Each 55

2 -

Crew Carpenter

Crew Productivity

(Hours/sqft)

Total time (Hours) 0.1

Total Labor Costs ($) 86.4

Time in 1 working day 4752

No. of working days to 8

complete work 5

Materials Cost Quantity Total

Core: Glass Fiber Board (per Sqft) 8.9 864 7689.6

Facing Fabric (Acrylic) (per Sqft) 0.93 864 803.52

Mounting Device: "Z" Clips (Set of 8) 8.5 24 51

Total Material Costs 8544

Total Direct Cost $13,296

Detailed Estimate: Acoustic Wall Units

Trident Contractors

Costs Units Total

Labor

Burderned; Hourly, Each 55

Crew 2 - Carpenter

Crew Productivity (Hours/Each) 0.5

Total time (Hours) 4

Total Labor Costs ($) 220

Time in 1 working day 8

No. of working days to

complete work 1/2 Day


14*11*10 - Triangular Sail Cloth/ each 35 6 210

15*14*14 - Triangular Sail Cloth/ each 45 2 90

Total Material Costs 300

Total Direct Cost $520

Detailed Estimate: Banners

Trident Contractors

Costs quantity Total

Labor & Equipment

Crew Calculations

Laborers / hour 40 2 80

Truck Driver / hour 45 1 45

Light Truck / day 250 1 250

Manual Fence Auger / day 10 1 10

Productivity

6' black chain link fence;

linear ft/ hour

200 1225 6.125

4' black chain link fence;

linear ft/ hour

400 1260 3.15

Gates (no/hour) 3 12 4

Total Working hours 13.275

Total working days 2

Total Crew Cost $4,520.00


6' black chainlink fence 9.65 1225 11821.25

4' black chain link fence 7.6 1260 9576

4' wide gates for 4' fence 99.5 6 597

4' wide gates for 6' fence 125 6 750

Fabric Cloth 1.2 2485 2982

Total Material Costs $22,744.00

Total Direct Costs $27,264.00

Detailed Estimate: Fencing

Trident Contractors

Inc. Markup @ 26.64% DC (CoOH+P+C)

Final Electricity $300,892.00 $381,049.63 $383,335.93Landscaping and Irrigation $284,596.90 $360,413.51 $362,576.00Spray Fireproofing $352,859.10 $446,860.76 $449,541.93Misc Firestopping $153,500.00 $194,392.40 $195,558.75Structural and Misc Steel $760,400.70 $962,971.45 $968,749.28Ceramic Tiles $64,398.80 $81,554.64 $82,043.97Aluminum Canopies $149,714.00 $189,597.81 $190,735.40Flagpoles $9,800.00 $12,410.72 $12,485.18

Total $2,076,161.50 $2,629,250.92 $2,645,026.43

A&A Bid-Summary

Note: A&A had CoOH, Profit and Contingency listed separately as percentage values in the bid. It has been incorporated here. The values were then adjusted for Jan 2017

Construction ItemDirect Cost, Inc. Gen.

Conditions

Summary of Bid

Adjustment to Jan 2017

COST OF

LABOR

COST OF

EQUIPMENT

TOTAL COST

$6,156.50 $2,638.10 $8,795.00

$59,934.14 $43,935.40 $189,200.00

$32,390.26 $9,394.77 $54,260.97

$16,837.80 $32,340.90

$115,318.70 $55,968.27 $284,596.87TOTAL

Detailed Estimate: Landscape and Irrigation

A&A Contractors

Planting of trees, shrubs,perennials,

Irrigation of landscaping area

Removal of Existing Trees from site and

Preparation of soil, grading, excavation,

DESCRIPTION

ITEM COST

Panel and Switch Boards $64,939.00

Lights $159,874.00

Switches $35,235.00

Receptacles $25,961.00

Wires $14,883.00

Total Cost $300,892.00

Item Cost In Dollars

Beam $127,464.11

Column $41,373.10

Joist $27,080.11

Wall $124,863.70

Total $320,781.00

Cost Break Down: Spray Fireproofing

A&A Contractors

Breakdown of costs for Final Electricity

DESCRIPTION QUANTITY UNITSCOST OF

LABOR

COST OF

MATERIAL

COST OF

EQUIPMENTTOTAL COST

General Conditions: Transport, delivery of tiles on

site within stipulated time and storage of tiles,

grout according to ANSI A137.1 for labeling tile

packages and supervisory charges$2,700.90 $2,565.45 $589.87 $5,855.00

Structural Steel Columns 10,578.00 LB $4,800.00 $15,883.49 $2,160.00 $ 22843.5

Steel Beams for both floors 2,564.40 LF $5,760.00 $109,848.00 $4,320.00 $ 119928

Steel Joists for both floors 19,984.80 LF $26,640.00 $297,231.80 $15,960.00 $ 339831.8

Steel Deck 96,000.00 SF $26,938.00 $252,600.00 $2,760.00 $ 282298

TOTAL $64,137.60 $671,063.09 $25,200.00 $ 760400.69

A&A Contractors

Detailed Estimate: Structural Steel

DESCRIPTIONCOST OF

LABOR

COST OF

MATERIAL

COST OF

EQUIPMENTTOTAL COST

General Conditions: Site Supervisor,

Transportation are included in this

section. $4,250.00 $9,789.00 $14,039.00

Miscellaneous Fire Stopping including

Excavation,PCC, Drainage material, Pole, Bolts

& Anchorages, Concrete, Sealant

Crew K1$42,500.00 $97,000.00

TOTAL $42,925.00 $106,789.00 $149,714.00

Cost Breakdown: Aluminum Canopies

A&A Contractors

DESCRIPTION COST OF LABOR COST OF

MATERIAL

COST OF

EQUIPMENT

TOTAL COST

General Conditions: Site $ 900Flagpole erection including 2600 5200 1100 $ 8900

TOTAL 2600 5200 1100 $ 9800

Cost Breakdown: Flagpole

A&A Contractors

DESCRIPTION QUANTITY UNITS COST OF LABORCOST OF

MATERIAL

COST OF

EQUIPMENTTOTAL COST

General Conditions: Transport, delivery of tiles on site

within stipulated time and storage of tiles, grout according

to ANSI A137.1 for labeling tile packages and supervisory

charges

$2,700.90

$2,565.45 $589.87 $5,855.00

Flooring Tiles: Laying of Dal Tiles 8 x 8 color 1 graniti

including filling joints and cutting of tiles (Including

wastage)

3385 SF $13,255.66$6,076.70 $1,936.22 $21,268.50

Wall Tiles: Laying of American Olean Ceramic Tiles4 x 4

color 1 graniti including filling joints and cutting of tiles

(Including wastage)

6910 SF $13,742.60

$19,580.18 $3,952.52 $37,275.30

TOTAL 10295 $29,699.16 $28,222.33 $6,478.61 $64,398.80

A&A Contractors

Ceramic Tiles

DESCRIPTION COST OF LABORCOST OF

MATERIAL

COST OF

EQUIPMENTTOTAL COST

General Conditions: Site $14,000.00

Miscellaneous Fire Stopping $42,500.00 $97,000.00 $139,500.00

TOTAL $42,500.00 $97,000.00 $153,500.00

Miscellaneous Firestopping

A&A Contractors

No. Item Description Cost Cost Incl Markup Adjusted Cost*

1 General Conditions $79,739.00 $96,125.00 $81,254.462 Display Cases $4,180.00 $5,039.00 $4,259.473 Louvers $3,428.00 $4,132.00 $3,492.784 Spray Foam Beam Infill $3,150.00 $3,797.00 $3,209.605 Foam Insulation $67,115.00 $80,907.00 $68,390.697 Dry Wall- Wall $145,345.00 $175,213.00 $148,107.558 Dry Wall-Ceilings $7,519.00 $9,064.00 $7,661.809 Framing $86,730.00 $104,553.00 $88,378.65

10 Inwall Blocking $15,733.00 $18,966.00 $16,031.9611 Fiber Cement $4,084.00 $4,923.00 $4,161.4114 Security $103,620.50 $124,915.00 $105,590.6515 Communication $50,993.00 $61,472.00 $51,962.2816 Fire Alarm $126,558.00 $152,566.00 $128,964.04

$841,672.00 $711,465.34

Build Beast Bid-Summary

Time Location for Oct 2016 (Subcontractors Bid Initial Adjustment)

Note: The bid has general conditions listed separately. We need to divide the general conditions proportionally within the activities. Please see the next page for proportional division of general conditions. Also, the prices have been given for October 2016. They have been adjusted for Jan 2017 on the following page.

Summary of Detailed Estimation

Final Amount

*Adjusted Cost = Cost with Time and Location Adjustment

No. Item Description

Adjusted cost with general conditions distributed among

activites

Further Adjustment to Jan 2017

1 Display Cases $4,808.65 $4,837.502 Louvers $3,943.11 $3,966.773 Spray Foam Beam Infill $3,623.43 $3,645.174 Foam Insulation $77,208.45 $77,671.706 Dry Wall- Wall $167,203.38 $168,206.607 Dry Wall-Ceilings $8,649.65 $8,701.558 Framing $99,773.50 $100,372.159 Inwall Blocking $18,099.00 $18,207.59

10 Fibre Cement $4,697.95 $4,726.1413 Security $119,204.68 $119,919.9114 Communication $58,661.89 $59,013.8615 Fire Alarm $145,591.66 $146,465.21

$711,465.35 $715,734.15

Total Direct Costs Excluding GC $630,210.88

Gen Conditions $81,254.46


Increase all activity costs by 12.89322% to distribute GC among direct costs.

Summary of Estimate

Final Amount

Proportional Distribution of General Condition among activites

Build Beast Bid-Summary

S.No Location Size Qty. Cost/Case Labor Total Remarks

1 Grid F/6.4 -8 36" x 60" x 16" 2 1,775$ 630.00$ 4,180.00$ Work will be done

in 1 day.

4,180$

5,039$

S.No.

1

2

A-101 First Floor Plan Area A

A-516 Misc. Details Cont.

Detailed Estimate: Display Cases

Build Beast

4.0 Display Cases

Totalinc. Markup

Drawing references

Drawing Number Description

Dimensions Qty.Material

CostLabor Cost

Equipment

Cost

Total Cost

(in $)

84" * 84" 1 400 18 0 418

84" * 90" 1 450 18 0 468

48" * 48" 1 210 18 0 228

72" * 18" 1 400 18 0 418

36" * 24" 1 150 18 0 168

24" * 18" 1 120 18 0 138

18" * 8" 1 90 18 0 108

HM-12 (6' * 2') 3 400 18 0 1254

HM-16 (3' * 2') 1 210 18 0 228

Total Cost $3,428

4,132$

Drawing References:

*Construction Subsystems & Partition Types A-001

*First Floor Plan Area "A"

*First Floor Plan Area "B"

*First Floor Plan Area "C"

*Second Floor Play Area "D" & "E"

5.0 LouversBare Cost

inc. Markup

Detailed Estimate: Louvers

Build Beast

S.No Location Type L W T Ld Qty.

Surface

Area

(sq. in.)

Material

Costs/sq.in.

Labor +

Eqmpt.

Cost/sq. in.

Total Remarks

1 Grid B/5.5-6 HSS 7 x 7 x 3/8 7 7 0.38 228 1 1425.00 0.02$ 0.01$ 41.36$

HSS 6 x 6 x 1/4 6 6 0.25 326 1 1793.00 0.02$ 0.01$ 52.05$

HSS 8 x 6 x 1/4 8 6 0.25 326 1 2445.00 0.02$ 0.01$ 70.97$

HSS 6 x 6 x 1/4 6 6 0.25 200 7 7700.00 0.02$ 0.01$ 223.51$

HSS 8 x 6 x 1/4 8 6 0.25 200 1 1500.00 0.02$ 0.01$ 43.54$

HSS 6 x 6 x 3/8 6 6 0.38 230 2 2415.00 0.02$ 0.01$ 70.10$

HSS 6 x 6 x 1/4 6 6 0.25 230 1 1265.00 0.02$ 0.01$ 36.72$

5 Grid B/6.5-7.7 HSS 18 x 6 x 1/4 18 6 0.25 320 1 5600.00 0.02$ 0.01$ 162.56$

6 Grid B/7-8 HSS 6 x 6 x 1/4 6 6 0.25 160 1 880.00 0.02$ 0.01$ 25.54$

7 Grid B/12.6-13 HSS 6 x 6 x 1/4 6 6 0.25 122 1 671.00 0.02$ 0.01$ 19.48$

8 Grid B-B3/13 HSS 6 x 6 x 1/4 6 6 0.25 60 1 330.00 0.02$ 0.01$ 9.58$

HSS 6 x 6 x 1/4 6 6 0.25 194 1 1067.00 0.02$ 0.01$ 30.97$

HSS 4 x 6 x 1/4 4 6 0.25 194 1 679.00 0.02$ 0.01$ 19.71$

HSS 10 x 6 x 1/4 10 6 0.25 194 1 1843.00 0.02$ 0.01$ 53.50$

10 Grid D4/10.9-12 HSS 8 x 6 x 1/4 8 6 0.25 194 1 1455.00 0.02$ 0.01$ 42.24$

11 Grid D4/10.9-12 HSS 8 x 6 x 1/4 8 6 0.25 180 1 1350.00 0.02$ 0.01$ 39.19$

32418.00 0.02$ 0.01$ 941$ A

S.No.

12

Grid B/9-10

S2.12 Low Roof Framing Plan - Area A & BS2.13 High roof framing - Area A & B

Detailed Estimate: Spray Foam in-fill for Beams

Build Beast

9 Grid B8/10.9-12

Total

Drawing references


6.0 Spray foam in-fill for Beams

2 Grid B/6-7

3 Grid B/7-9

4

S.No Location Type Size L (in.) W (in.) T (in.) Ld (in.) Qty.(pcs)Surface Area

(sq. in.)

Material

Costs/sq.in.

Labor +

Eqmpt.

Cost/sq. in.

Total Remarks

C1 HSS 5 x 5 x 1/4 5 5 0.25 368 1 1656.00 0.02$ 0.01$ 48.07$

C3 HSS 6 x 6 x 1/4 6 6 0.25 368 12 24288.00 0.02$ 0.01$ 705.03$

C4 HSS 7 x 7 x 1/2 7 7 0.5 368 7 15456.00 0.02$ 0.01$ 448.65$

C5 HSS 7 x 7 x 5/16 7 7 0.31 368 6 14076.00 0.02$ 0.01$ 408.60$

C8 HSS 6 x 6 x 1/4 6 6 0.25 368 3 6072.00 0.02$ 0.01$ 176.26$

2Area A, B, C

(Remaining)C3 HSS 6 x 6 x 1/4 6 6 0.25 224 6 7392.00 0.02$ 0.01$ 214.57$

3 Area E, F C3 HSS 6 x 6 x 1/4 6 6 0.25 326 4 7172.00 0.02$ 0.01$ 208.19$

76112.00 0.02 0.01 2,209.36$ B

S.NoSurface Area

(sq in)

Material

Costs/sq.in.

Labor +

Eqmpt.

Cost/sq. in.

Total Remarks

1 32418.00 0.02$ 0.01$ 941.02$ A

2 76112.00 0.02$ 0.01$ 2,209.36$ B

3 108530.00 0.02 0.01 3,150$ C

3,798$ S.No Description Remarks

1Spray foam

infill

S.No.1

2

34

5

6

Spray foam in-fill overall

7.0 Spray foam in-fill for Columns

1

Area A, B, C

(Grid 5-13/B-

D8)

Total

Total Area (sq. ft.) Daily Output (sq. ft.) Number of Days

Description

Beams

Columns

S5.03 CMU Wall Elevations

S2.12 Low Roof Framing Plan - Area A & B

S2.13 High roof framing - Area A & B

S2.32 2nd Floor Framing Plan - Area D & E

Detailed Estimate: Spray Foam in-fill for Columns

Build Beast

S2.33 High roof framing - Area D & E

S2.34 Enlarged Second Floor Framing Plan

108530.00 1000 1

Drawing references


Totalinc. Markup

Esitmated

Quantites

for Wall

Insulation

Wall

Section

Total

Length

Height

(ft.)

Rigid

Insulation

Area(1.5

inch thick)

(ft2)

Glass Fiber

Blanket

Area (6.0

inch

thick)(ft2)

Sound

Attenuation

Blanket

Area(3.5 inch

thick) (ft2)

Daily

Output

(ft2)

Material

Cost

No of

Labour

Labor

Cost

Equipment

Cost

Cost-Rigid

Insulation

Area(1.5 inch

thick) (ft2)

Cost-Glass

Fiber Blanket

Area (6.0 inch

thick)(ft2)

Cost-Sound

Attenuation

Blanket

Area(3.5 inch

thick) (ft2)

Total Cost

(in $)

W1 350 15 5250 730 1.13 3 0.53 0 8715 8715

W3 750 15 11250 730 1.13 3 0.53 0 18675 18675

W5 10 15 150 730 1.13 3 0.53 0 249 249

W7 100 15 1500 730 1.13 3 0.53 0 2490 2490

W10 75 15 1125 730 1.13 3 0.53 0 1868 1868

Floor 2 W1 400 16 6400 730 1.13 3 0.53 0 10624 10624

W1 350 15 5250 1350 0.39 2 0.29 0 3570 3570

W7 100 15 1500 1350 0.39 2 0.29 0 1020 1020

W10 75 15 1125 1350 0.39 2 0.29 0 765 765

Floor 2 W1 400 16 6400 1350 0.39 2 0.29 0 4352 4352

25 100 15 1500 1600 0.35 1 0.22 0 855 855

31 700 15 10500 1600 0.35 1 0.22 0 5985 5985

40 50 15 750 1600 0.35 1 0.22 0 428 428

41 10 15 150 1600 0.35 1 0.22 0 86 86

31 450 16 7200 1600 0.35 1 0.22 0 4104 4104

36 300 16 4800 1600 0.35 1 0.22 0 2736 2736

40 65 16 1040 1600 0.35 1 0.22 0 593 593

Total Cost $67,113

80,905$ *Total no of crew working for the installation of the Rigid Insulation is "3". Drawing References:

*Total time duration needed for the instalation of Rigid Insulation is 15 days. *Construction Subsystems & Partition Types A-001

*Total no of crew working for the installation of the Glass Fiber Insulation is "2". *First Floor Plan Area "A"

*Total time duration needed for the instalation of Glass Fiber Insulation is 5 days. *First Floor Plan Area "B"

*Total no of crew working for the installation of the Sound Attenuation Blanket is "1". *First Floor Plan Area "C"

*Total time duration needed for the instalation of Sound Attenuation Blanket is 8 days. *Second Floor Play Area "D" & "E"

inc. Markup

Detailed Estimate: Spray Foam Insulation

Build Beast

8.0 Spray Foam InsulationBare Cost

Floor 1

Floor 1

Floor 1

Floor 2

Length Thickness Cost of safety pad Total Material Total

Inch for PAD-Inch per square inch Cost Labour Cost

1 E212 Door 84 36 3024 2 0.04 120.96 0.008 24.192 145.152 2nd Floor Plan Area E

2 E212 Door Frame 88 40 496 1 0.032 15.872 0.008 3.968 19.84 2nd Floor Plan Area E

3 E212 Floor Area 98 93 9114 2 0.04 364.56 0.008 72.912 437.472 2nd Floor Plan Area E

4 E212 Wall Area 191 72 13752 2 0.04 550.08 0.008 110.016 660.096 2nd Floor Plan Area E

5 C107 Door 84 36 3024 2 0.04 120.96 0.008 24.192 145.152 2nd Floor Plan Area F

6 C107 Door Frame 88 40 3520 1 0.032 112.64 0.008 28.16 140.8 2nd Floor Plan Area F

7 C107 Floor Area 98 79 7742 2 0.04 309.68 0.008 61.936 371.616 2nd Floor Plan Area F

8 C107 Wall Area 177 72 12744 2 0.04 509.76 0.008 101.952 611.712 2nd Floor Plan Area F

Total 53416 2104.512 427.328 $2,532

3,052$ 92160 sq inches

1 day

A-103

A-104Reference Drawings

First Floor Plan Area C

Second Floor Area "D" & "E"

9.0 Wall Padding for Time Out Room

S.No Room no Type Width-Inch Area- Sq.In Labour Cost Total Cost Location

Detailed Estimate: Wall Padding for Time out room

Build Beast

inc. Markup

Daily output of 2 carpenter Total days required when 2 carpenter employed

Drywall

typeDescription

Length-

In

Height-

In

Area-

Sq.In

# of

Faces of

G.B

# of

Faces of

TBP

NoteMaterial

Cost

Labor

Cost

Equipment

Cost

Total Cost

($)

Duration

(Hours)

W7 Gypsum Board 5/8" 992 176 174592 2 384102 0 1387 2134 0 3521 40W7-W10 Gypsum Board 5/8" 236 176 41536 2 91379 0 330 508 0 838 10

25 Gypsum Board 5/8" 904 176 159104 1 175014 0 Music Room, Art 632 972 0 1604 1830 Gypsum Board 5/8" 306 176 53856 2 118483 0 Storage 428 658 0 1086 1231 Gypsum Board 5/8" 3001 176 528220 2 1162084 0 Conf,AV,Headend, 4196 6456 0 10652 12143 T.B.P 5/8" 94 176 16610 0 0 2 36542 Storage, PT/OT,Toilet 256 561 0 817 427 Gypsum Board 5/8" 40 176 7040 1 7744 0 28 43 0 71 129 Gypsum Board 5/8" 120 176 21120 1 23232 0 84 129 0 213 2

First Floor Area A Total 1962039 36542 7341 11461 0 18802

W1 Gypsum Board 5/8" 433 176 76142 2 167512 0 605 931 0 1536 17W7-W10 Gypsum Board 5/8" 550 176 96800 2 212960 0 769 1183 0 1952 22

30 Gypsum Board 5/8" 283 176 49808 2 109578 0 B125 Storage 396 609 0 1004 1136 Gypsum Board 5/8" 1244 176 218966 2 481725 0 1740 2676 0 4416 5031 Gypsum Board 5/8" 4948 176 870804 2 1915769 0 6918 10643 0 17561 20041 Tile Backing Panel 5/8" 77 176 13552 0 0 2 29814 209 458 0 667 342 G.B & TBP 5/8" 131 176 23078 1 25386 1 25386 270 531 0 800 543 T.B.P 5/8" 96 176 16896 0 0 2 37171 261 570 0 831 420 Gypsum Board 5/8" 184 176 32384 1 35622 0 129 198 0 327 4

First Floor Area B Total 2948552 92371 11295 17798 0 29094

36 Gypsum Board 5/8" 616 176 108328 2 238322 0 861 1324 0 2185 25W1 Gypsum Board 5/8" 3482 176 612898 2 1348376 0 4869 7491 0 12360 14031 Gypsum Board 5/8" 382 176 67144 2 147717 0 533 821 0 1354 15

31 Gypsum Board 5/8" 2078 176 365794 2 804747 0

Toilet

C133,C128,C129,Sma

ll group 2906 4471 0 7377 84

40 G.B & TBP 5/8" 487 176 85712 1 94283 1 94283

Toilet

C133,C108A,C107 1002 1971 0 2973 2030 Gypsum Board 5/8" 658 176 115808 2 254778 0 Toilet C133,134 920 1415 0 2335 27

36 Gypsum Board 5/8" 2431 176 427834 2 941235 0

Small Group,1st

grade left and right 3399 5229 0 8628 9825 Gypsum Board 5/8" 261 176 45936 1 50530 0 182 281 0 463 5

First Floor Area C Total 3829456 94283 14672 22722 0 37394

First Floor Area B

First Floor Area C

Detailed Esimate: Drywall for walls

Build Beast

10.0 DRYWALL FOR WALLSTotal Area G.B-

Sq.In

Including 10%

waste

Total Area

TBP Sq.In

Including 10 %

waste

First Floor Area A

Drywall

typeDescription

Length-

In

Height-

In

Area-

Sq.In

# of

Faces of

G.B

# of

Faces of

TBP

NoteMaterial

Cost

Labor

Cost

Equipment

Cost

Total Cost

($)

Duration

(Hours)

W1 Gypsum Board 5/8" 1814 192 348360 2 766392 0 On the Right 2768 4258 0 7025 80W1 Gypsum Board 5/8" 1330 192 255360 2 561792 0 On the left 2029 3121 0 5150 59

36 Gypsum Board 5/8" 2202 192 422760 2 930072 0

Parallel to x-axis

(Horizontal) 3359 5167 0 8526 97

31 Gypsum Board 5/8" 2522 192 484200 2 1065240 0

Parallel to x-axis &

Toilet D215,D216 3847 5918 0 9765 11124 Gypsum Board 5/8" 881 192 169104 1 186014 0 672 1033 0 1705 1940 G.B & TBP 5/8" 122 192 23424 1 25766 1 25766 274 539 0 812 546 T.B.P 5/8" 216 192 41472 0 0 1 45619 320 700 0 1020 5

Second Floor Area D Total 3535277 71386 13267 20736 0 34003

W1 Gypsum Board 5/8" 1531 192 293952 2 646694 0 2335 3593 0 5928 6724 Gypsum Board 5/8" 881 192 169104 1 186014 0 3rd Grade D219 672 1033 0 1705 1924 Gypsum Board 5/8" 440 192 84552 2 186014 0 3rd Grade D220 672 1033 0 1705 19

31 Gypsum Board 5/8" 2881 192 553176 2 1216987 0

Jan E203,Hub &

Storage D223,D222 4395 6761 0 11156 127

36 Gypsum Board 5/8" 923 192 177288 2 390034 0 E211 Toilet 1408 2167 0 3575 41

30 Gypsum Board 5/8" 512 192 98304 2 216269 0 781 1201 0 1982 23

Second Floor Area E Total 2842013 0 10263 15789 0 26052

15117337

Total

Area of

TBP

589164 $56,839 $88,506 0 $145,345 1611

175,214$ *-G.B-Gypsum Board

S.No. *-TBP-Tile Backing Panel

1

2 Crew of 10 carpenters complete this work in 20 days

3

4

5

A-103 First Floor Plan Area "C"

A-104 First Floor Plan Area "D" & "E"

Drawing references


A-001 Construction Subsystems & Partition Types

A-101 First Floor Plan Area "A"

Detailed Esimate: Drywall for walls

Build Beast

A-102 First Floor Plan Area "B"

Total Area G.B-

Sq.In

Including 10%

waste

Total Area

TBP Sq.In

Including 10 %

waste Second Floor Area D

Second Floor Area E

Total Gypsum

Board Area for

Wallsinc. Markup

S.No

Base

Area in

Sq.in

Side

Area

Sq.in

Subtract

for

fixtures

Sq.in

Number of

Quantities

Total Area

Sq.in Including

10% waste

NoteMaterial

Cost

Labor

Cost

Equipment

Cost

Total

Cost

Duration

(Hours)

1 2592 1296 0 2 8554 Corridor A117 29.70 57.02 0 87 1.43

2 5280 1320 0 2 14520 Corridor A117 50.42 96.80 0 147 2.42

3 2460 660 0 2 6864 Corridor A117 23.83 45.76 0 70 1.14

4 7488 1872 0 1 10296 Corridor A117 35.75 68.64 0 104 1.72

5 1296 648 0 2 4277 Corridor A117 14.85 28.51 0 43 0.716 2304 432 0 2 6019 Corridor A117 20.90 40.13 0 61 1.00

7 1728 432 0 1 2376 Corridor A117 8.25 15.84 0 24 0.40

8 1440 216 0 2 3643 Corridor A117 12.65 24.29 0 37 0.61

9 5832 1332 320 2 15057 Corridor A117 52.28 100.38 0 153 2.5110 1080 180 0 1 1386 Stair A116 4.81 9.24 0 14 0.2311 2160 1620 0 1 4158 Stair A116 14.44 27.72 0 42 0.6912 44928 6240 0 1 56285 Cafeteria A133 195.43 375.23 0 571 9.3813 18720 16848 0 1 39125 Multipurpose A134 135.85 260.83 0 397 6.5214 33696 936 0 1 38095 Multipurpose A134 132.28 253.97 0 386 6.3515 16848 936 0 1 19562 Stage Curtain 67.93 130.42 0 198 3.2616 33696 25599 0 2 130449 Media Center A104 452.95 869.66 0 1323 21.7417 22646 14696 0 1 41076 Media Center A104-Arc 142.63 273.84 0 416 6.85

401742 1394.94 2678.28 0 4073

1 1108.5 739 0 1 2032.25 7.06 13.55 0 21 0.342 8720 516 1130 1 8916.6 30.96 59.44 0 90 1.493 2592 1296 0 2 8553.6 29.70 57.02 0 87 1.434 2736 456 0 1 3511.2 12.19 23.41 0 36 0.595 24884 6710 0 1 34753.4 Circle between Area A & B 120.67 231.69 0 352 5.796 4416 2920 0 2 16139.2 56.04 107.59 0 164 2.697 2592 2160 0 2 10454.4 36.30 69.70 0 106 1.748 7392 568 0 2 17512 60.81 116.75 0 178 2.929 8160 680 0 2 19448 67.53 129.65 0 197 3.24

121320.65 421.25 808.80 0 1230

11.0 DRYWALL FOR CEILING First Floor Area A

Total Area of Drywall in "A"

First Floor Area B

Total Area of Drywall in "B"

Detailed Estimate: Drywall for Ceiling

Build Beast

S.No

Base

Area in

Sq.in

Side

Area

Sq.in

Subtract

for

fixtures

Sq.in

Number of

Quantities

Total Area

Sq.in Including

10% waste

NoteMaterial

Cost

Labor

Cost

Equipment

Cost

Total

Cost

Duration

(Hours)

1 2496 416 1 3203.2 11.12 21.35 0 32 0.532 13824 1200 1130 1 15283.4 53.07 101.89 0 155 2.553 13824 1200 1130 1 15283.4 53.07 101.89 0 155 2.554 13824 1200 1130 1 15283.4 53.07 101.89 0 155 2.555 13824 1200 1130 1 15283.4 53.07 101.89 0 155 2.556 16164 1200 0 1 19100.4 66.32 127.34 0 194 3.187 11239 0 1130 1 11119.9 38.61 74.13 0 113 1.858 3744 3744 0 1 8236.8 28.60 54.91 0 84 1.379 8736 936 0 1 10639.2 36.94 70.93 0 108 1.77

10 11232 0 0 1 12355.2 42.90 82.37 0 125 2.0611 11232 0 1130 1 11112.2 38.58 74.08 0 113 1.8512 7999 0 1700 1 6928.9 24.06 46.19 0 70 1.15

143829.4 499.41 958.86 0 1458

1 4616 106 0 1 5194.2 Corridor 18.04 34.63 0 53 0.872 2308 1272 0 9 35442 Along Corridor 123.06 236.28 0 359 5.913 7488 3744 0 1 12355.2 Stair D218 42.90 82.37 0 125 2.06

52991.4 184.00 353.28 0 537

1 2308 1200 0 1 3858.8 Corridor 13.40 25.73 0 39 0.642 8238 1029.8 0 1 10194.525 Stair E204 35.40 67.96 0 103 1.703 8074.5 0 1130 1 7638.95 Toilet E211 26.52 50.93 0 77 1.27

21692.275 75.32 144.62 0 220

741575.725 $2,575 $4,944 0 $7,519 124

9,064$

S.No.

1 Crew of 10 carpenters will complete

2 this work in 1.5 days

3

4

5

First Floor Area C


Total Area of Drywall in "C"

Second Floor Area D

Total Area of Drywall in "D"

Second Floor Area E

Total Area of Drywall in "E"

Total Area of Drywall in Ceilings


Detailed Estimate: Drywall for Ceiling

Build Beast




inc. Markup

Drawing references


First Floor Linear Length- Inch Height-Inch

Area-Sq.In

Including

10% waste

Area-Sq.ft

Including

10% waste

Unit Material Cost Labor CostEquipment

CostTotal Cost

Duration

(Hours)

W1 3915 176 757944 5263.50 L.F 5154.75 4355.44 0 9510.19 789.53

W7 992 176 192051.2 1333.69 L.F 1583.07 1124.27 0 2707.33 200.05

W7-W10 786 176 152169.6 1056.73 L.F 1254.33 890.80 0 2145.13 158.51

20 184 176 35622.4 247.38 S.F 86.58 353.75 0 440.33 37.11

25 1165 176 225544 1566.28 S.F 767.48 2130.14 0 2897.61 234.94

27 40 176 7744 53.78 S.F 27.43 93.57 0 121.00 8.07

29 120 176 23232 161.33 S.F 109.71 225.87 0 335.57 24.20

30 1247 176 241419.2 1676.52 S.F 653.84 1827.41 0 2481.25 251.48

31 10408.875 176 2015158.2 13994.15 S.F 5457.72 15253.63 0 20711.35 2099.12

36 4290.5 176 830640.8 5768.34 S.F 3057.22 6402.86 0 9460.08 865.25

40 487 176 94283.2 654.74 S.F 320.82 890.45 0 1211.28 98.21

41 77 176 14907.2 103.52 S.F 50.73 140.79 0 191.52 15.53

42 131.25 176 25410 176.46 S.F 119.99 247.04 0 367.03 26.47

43 190.375 176 36856.6 255.95 S.F 174.05 358.33 0 532.37 38.39

$52,580 4846.86

Second Floor Linear Length- Inch Height-Inch Area-Sq.In Area-Sq.ft UnitMaterial

CostLabor Cost

Equipment

CostTotal Cost

Duration

(Hours)

W1 4675.375 192 987439.2 6857.22 L.F 6155.91 213.60 0 6369.51 1028.58

24 2201.875 192 465036 3229.42 S.F 1582.41 4392.01 0 5974.42 484.41

30 512 192 108134.4 750.93 S.F 292.86 818.52 0 1111.38 112.64

31 5403 192 1141113.6 7924.40 S.F 3090.52 8637.60 0 11728.11 1188.66

36 3125.25 192 660052.8 4583.70 S.F 2429.36 5087.91 0 7517.27 687.56

40 122 192 25766.4 178.93 S.F 87.68 243.35 0 331.03 26.84

46 216 192 45619.2 316.80 S.F 155.23 430.85 0 586.08 47.52

$33,618 3576.21

56154 $86,730 8423

104,553$

S.No. Drawing Number Crew of 16 carpenters will complete

1 A-001 this work in 65 days

2 A-101

3 A-102

4 A-103

5 A-104

6 S4.10 ~ S4.13

7 S3.01 ~ S3.04

8 A-351 ~ A357

Building Sections

Wall Sections

Build Beast

Detailed Estimate: Framing

Construction Subsystems & Partition Types

First Floor Plan Area "A"

First Floor Plan Area "B"

First Floor Plan Area "C"

First Floor Plan Area "D" & "E"

Framing Section & Details

12.0 FRAMING

Total Area Ceiling Drywall Total Cost Framing

inc. Markup

Drawing references

Description

Wall TypeLength of 2"x4" Inwall

Blocking Strips-Inch

Converting to

MBF + 10%

Waste

Material

Cost

Labor

CostEq. Cost Total Cost

Duration

(Hours)

W1 17180.75 1.0499 598.46 2756.08 0 3355 14.70

W7 1984 0.1212 69.11 318.27 0 387 1.70

W7-W10 1572 0.0961 54.76 252.18 0 307 1.34

24 4403.75 0.2691 153.40 706.43 0 860 3.77

25 2330 0.1424 81.16 373.77 0 455 1.99

30 3518 0.2150 122.54 564.35 0 687 3.01

31 31623.75 1.9326 1101.56 5072.98 0 6175 27.06

36 14831.5 0.9064 516.63 2379.22 0 2896 12.69

40 1218 0.0744 42.43 195.39 0 238 1.04

46 432 0.0264 15.05 69.30 0 84 0.37

41 154 0.0094 5.36 24.70 0 30 0.13

42 262.25 0.0160 9.14 42.07 0 51 0.22

43 380.75 0.0233 13.26 61.08 0 74 0.33

29 240 0.0147 8.36 38.50 0 47 0.21

27 80 0.0049 2.79 12.83 0 16 0.07

20 368 0.0225 12.82 59.03 0 72 0.31

80578.75 Total Cost $15,733 68.94

18,966$

*MBF- Million Board Feet i.e (Length in Inches* Width * Thickness)/144*1000

Crew of 2 members will complete this work in 4.5 days

S.No.

1

2

3

4

5




Detailed Estimate: Inwall Blocking

Build Beast



13.0 INWALL BLOCKING

Total

Length inc. Markup

Drawing references


S.NoLength-

InchWidth-Inch Area- Sq.In

Area Sq.ft+

10% wasteMaterial Cost Labor Cost

Equipment

costTotal Cost

Duration

(Hours)1 294.5 48 14136 107.98 178.17 188.97 0 367.14 3.24

2 384 300 115200 880.00 1452.00 1540.00 0 2992.00 26.40

3 232.63 120 27915 213.24 351.85 373.17 0 725.01 6.40

$4,084 36.04

4,923$

Crew of 2 member will complete

S.No. this work in 4.5 days

1

2

3

4

5




Detailed Estimate: Fiber Cement

Build Beast



14.0 FIBER CEMENT

Total Fiber Cementinc. Markup

Drawing references


Remarks

Discription Unit Area-A Area-B Area-C Area-D Area-E Total crew Unit Material Labor Equ.

AUDIO/VEDIO SYSTEM WALL OUTLET ea 2 2 1 3 1 elec 10 0.8 ea 139 42 543 3 Sytem having 30 outlets

PA/INTERCOM SPEAKER ea 35 20 20 20 6 101 11 112 1 elec 8 1 ea 115 52.5 18760 112CLASSROOM AUDIO SOUND

ENHANCEMENT SPEAKER ea 2 5 12 13 1 33 4 37 1 elec 5.33 1.501 ea 132 78.5 7788.5 56

PA SPEAKER ea 3 3 5 11 2 13 1 elec 8 1 ea 115 52.5 2177.5 13WALL SPEAKER FOR MULTIPURPOSE ROOM ea 2 2 1 3 1 elec 8 1 ea 115 52.5 502.5 3BUZZER/BELL ea 1 1 1 2 1 elec 8 1 ea 81.5 52.5 268 2SECURITY CAMERA

ea 20 9 9 1 39 4 43 1 elec 3 2.667 ea 500 140 27520 115 Camera price from net, all other from RS means

SECURITY CAMERA - 360 DEGREE FIELD OF

VIEW ea 1 2 1 3 7 1 8 1 elec 3 2.667 ea 600 140 5920 22 Camera price from net, all other from RS means

DOOR SWITCH/CONTACT ea 6 9 4 19 1 2 22 1 elec 5.3 1.509 ea 57.5 79 3003 32ELECTRIC STRIKE ea 2 2 1 1 4 1 elec 4 2 ea 325 105 1720 6VEDIO INTERCOM STATION FOR 2-WAY

COMMUNICATION FROM FRONT DOOR

ea 4 4 1 5 2 elec 2 8 ea 2275 420 13475 40

KEYPAD ea 4 1 5 1 6 1 elec 4 2 ea 140 105 1470 12 Assumed as per nearly matched item in RS means

MOTION DETECTOR, 360 DEGREE

COVERAGEea 3 1 4 1 1 6 1 elec 2.3 3.478 ea 225 182 2442 18

MOTION DETECTOR, CORRIDOR COVERAGEea 4 4 3 11 1 2 14 1 elec 2.3 3.478 ea 225 182 5698 46

SECURITY SYSTEM CONTROLLER/CONTROL

PANELea 1 1 2 1 1 4 2 elec 2 8 ea 2400 420 11280 24 Assume 20 channel system

PANIC ALARM PUSHBUTTON

ea 2 2 1 3 1 elec 4 2 ea 100 105 615 6Assumed as per nearly matched item in RS means

PUSHBUTTON FOR REMOTE DOOR

RELEASE ea 1 1 1 2 1 elec 4 2 ea 114 105 438 4

TOTAL $103,621 514

124,915$

Crew of 5 electrical person will complete this work in 13 days

S.No. RS means 2013 is used to calculate the the Bare cost of Labour, Material & Equ.

12345

17.0 ESTIMATION FOR SECURITY RELATED ITEMS

QUANTITY 2013 Bare Cost

Electrical 1st Floor Area A Auxiliary Systems Plan

Duration(

in Hrs)

inc. Markup

Extra

material

as per

contract

waste

(10%)

Total

(including

waste)

Daily

output

Labour

HrsTotal cost ($)

E-124 Electrical 1st Floor Area D & E Auxiliary Systems Plan

Detailed Estimate: Security System

Build Beast

http://security.panasonic.com/ is used for camera pricing.

E-122 Electrical 1st Floor Area B Auxiliary Systems PlanE-123 Electrical 1st Floor Area C Auxiliary Systems Plan

Drawing referencesDrawing Number Description

E-002 Electrical Legend E-121

http://security.panasonic.com/

Discription Unit Area-A Area-B Area-C Area-D Area-E Total crew Unit Material Labor Equ. Remarks

IT OUTLET FOR ACCESS POINTea 6 6 12 13 2 39 4 43 1 elec 8 1 ea 94.5 52.5 0.0 6321 43

DATA/TELEPHONE OUTLETea 16 27 5 3 3 54 6 60 1 elec 8 1 ea 94.5 52.5 0.0 8820 60

DATA OUTLET AT FLOOR ea 1 1 1 2 1 elec 8 1 ea 94.5 52.5 0.0 294 2DATA OUTLET AT FLOOR ea 3 3 1 4 1 elec 8 1 ea 94.5 52.5 0.0 588 4EQUIPMENT RACK/CABINET,

19"X7'ea 4 2 3 3 12 2 14 1 elec 1 8 ea 830 420 0.0 17500 112

DATA/TELEPHONE OUTLET ea 6 6 1 7 1 elec 8 1 ea 94.5 52.5 0.0 1029 7SYSTEM PRINTER ea 1 1 1 2 1 elec 8 1 ea 94.5 52.5 0.0 294 2 Assumed as per nearly matched item in RS means

BRIGHTLINK PROJECTORea 1 5 12 12 1 31 4 35 1 elec 8 1 ea 49 52.5 0.0 3552.5 35

DATA/TELEPHONE OUTLET FOR

TEACHER ea 1 5 12 13 1 32 4 36 1 elec 8 1 ea 94.5 52.5 0.0 5292 36

TV OUTLET ea 1 1 1 2 1 elec 8 1 ea 94.5 52.5 0.0 294 2 Assumed as per nearly matched item in RS means

VOIP RINGERea 2 5 12 13 1 33 4 37 1 elec 8 1 ea 94.5 52.5 0.0 5439 37

Assumed as per nearly matched item in RS means

TELEPHONE OUTLET FOR

ELEVATOR COMMUNICATION ea 1 1 1 2 1 elec 8 1 ea 94.5 52.5 0.0 294 2 Assumed as per nearly matched item in RS means

COMMUNICATIONS OUTLET FOR

FIRE ALARM SYSTEM ea 1 1 1 2 1 elec 8 1 ea 160 52.5 0.0 425 2Assumed as per nearly matched item in RS means

COMMUNICATIONS OUTLET FOR

FIRE SECURITY SYSTEM ea 2 1 3 1 4 1 elec 8 1 ea 160 52.5 0.0 850 4Assumed as per nearly matched item in RS means

TOTAL $50,993 348

61,471$


123

45



18.0 ESTIMATION FOR COMMUNICATION ITEMS


waste

(10%)

Total

(includin

g waste)

Daily

output

Labour

Hrs

Total cost

($)

Duratio

n(in Hrs)

Detailed Estimate: Communication Systems

Build Beast

E-123 Electrical 1st Floor Area C Auxiliary Systems PlanE-124 Electrical 1st Floor Area D & E Auxiliary Systems Plan

E-002 Electrical Legend E-121 Electrical 1st Floor Area A Auxiliary Systems PlanE-122 Electrical 1st Floor Area B Auxiliary Systems Plan

inc. Markup

Drawing references

Remarks


HORN/STROBE, 15 CANDELAea 4 8 10 5 1 28 2 3 33 1 elec 5.3 1.509 ea 149 79 7524 47

HORN/STROBE, 30 CANDELAea 1 1 1 1 3 1 elec 5.3 1.509 ea 149 79 684 4

HORN/STROBE, 75 CANDELAea 3 1 1 5 1 1 7 1 elec 5.3 1.509 ea 149 79 1596 10

HORN/STROBE, 95 CANDELAea 4 2 6 1 1 8 1 elec 5.3 1.509 ea 149 79 1824 11

HORN/STROBE, 115 CANDELAea 3 3 1 1 5 1 elec 5.3 1.509 ea 149 79 1140 7

STROBE, 15 CANDELAea 10 13 17 3 1 44 2 5 51 1 elec 5.3 1.509 ea 149 79 11628 74

STROBE, 30 CANDELAea 5 4 2 2 13 1 2 16 1 elec 5.3 1.509 ea 149 79 3648 23

STROBE, 75 CANDELAea 3 2 12 16 1 34 2 4 40 1 elec 5.3 1.509 ea 149 79 9120 58

STROBE, 95 CANDELAea 1 1 1 1 3 1 elec 5.3 1.509 ea 149 79 684 4


CONTROL/RELAY MODULEea 5 3 2 6 16 1 2 19 1 elec 2 4 ea 540 210 14250 72

Assumption & reference from internet for

priceCONTROL/RELAY MODULE FOR SHUNT TRIP

ACTIVATION : PROVIDE POWER LTD WIRING

BARRIER IN J-BOX FOR 120V SEPARATION

ea 2 2 1 1 4 1 elec 2 4 ea 540 210 3000 12Assumption & reference from internet for

price

DUCT DETECTOR; PROVIDED BY FIRE ALARM

VENDOR ea 1 1 2 1 1 4 1 elec 3.2 2.5 ea 320 131 1804 8Installed by mechanical vendor co not

included labor cost

FIELD CHARGING POWER SUPPLY ea 1 2 1 4 1 5 1 elec 8 1 ea 570 52.5 3112.5 5FIRE ALARM PANEL ea 1 1 1 2 1 elec 1 16 ea 765 840 3210 32 Assume 8 zone fire alarm panel

HEAT DETECTOR ea 10 2 1 5 18 1 2 21 1 elec 8 1 ea 50 52.5 2152.5 20HEAT DETECTOR; FOR ELEVATOR SHUNT TRIP

ACTIVATION(SEE SPECIFICATIONS FOR ADDITIONAL

INFO)

ea 3 3 1 1 5 1 elec 8 1 ea 50 52.5 512.5 4

HORN/STROBE, 15 CANDELA

ea 1 1 1 1 3 1 elec 5.3 1.509 ea 149 79 684 4

HORN/STROBE, 75 CANDELA

ea 2 1 3 1 1 5 1 elec 5.3 1.509 ea 149 79 1140 7

MONITOR MODULE FOR FLOW SWITCH

0 0 1 elec 0 0

MONITOR MODULE FOR COOKING EXHAUST HOOD

FIRE SUPPRESSION ea 1 1 1 1 3 1 elec 4 2 ea 380 105 1455 4

MONITOR MODULE FOR TAMPER SWITCH

ea 6 6 1 1 8 1 elec 4 2 ea 380 105 3880 14

19.0 ESTIMATION FOR FIRE ALARM RELATED ITEMS


Extra

material

as per

contract

waste

(10%)

Total

(including

waste)

Daily

output

Labour

HrsTotal cost ($)

Duration(

in Hrs)

Detailed Estimate: Fire Alarm Systems

Build Beast

Remarks


MONITOR MODULE WITH SURGE SUPPRESSOR FOR

CONNECTION OF EXTERNAL CIRCUITRY ea 2 2 1 1 4 1 elec 4 2 ea 380 105 1940 6

MONITOR MODULE FOR MONITORING A DRY

CONTACT CLOSURE DEVICE ea 1 1 1 1 3 1 elec 4 2 ea 380 105 1455 4

POST INDICATOR VALVE TAMPER SWITCH ea 1 1 1 2 1 elec 2 4 ea 120 210 660 8Assumption & reference from internet for

pricePRESSURE SWITCH

ea 2 2 1 3 1 elec 8 1 ea 54.5 52.5 321 3Assumption & reference from internet for

pricePULL STATION ea 3 1 1 5 1 6 1 elec 8 1 ea 54.5 52.5 642 6REMOTE ANNUCIATOR ea 1 1 1 2 1 elec 2.6 6.154 ea 330 320 1300 13REMOTE INDICATOR WITH TEST SWITCH FOR DUCT

DETECTORea 1 1 2 1 3 1 elec 8 1 ea 65 52.5 352.5 3

Assumption & reference from internet for

priceSMOKE DETECTOR ea 55 47 43 38 8 191 12 20 223 1 elec 6.2 1.29 ea 108 67.5 39136.5 273SMOKE DETECTOR ea 6 5 8 2 1 22 2 3 27 1 elec 6.2 1.29 ea 108 67.5 4738.5 33STROBE, 15 CANDELA

ea 1 1 1 1 3 1 elec 5.3 1.509 ea 149 79 684 4



TOTAL $126,558 786

152,566$



12 http://www.edwards-signals.com/ 345

QUANTITY

inc. Markup

Drawing referencesDrawing Number Description

Extra

material

as per

contract

waste

(10%)

Total

(including

waste)

Daily

output

Labour

HrsTotal cost ($)

Duration(

in Hrs)

2013 Bare Cost

E-123 Electrical 1st Floor Area C Auxiliary Systems PlanE-124 Electrical 1st Floor Area D & E Auxiliary Systems Plan

E-002 Electrical Legend E-121 Electrical 1st Floor Area A Auxiliary Systems Plan is used as internet reference for prices.

E-122 Electrical 1st Floor Area B Auxiliary Systems Plan

http://www.edwards-signals.com/

CONSTRUCTION ITEM Cost Cost Adjusted for Jan 2017

(Description) ($)

Kiln $4,290.00 $4,315.74

Misc. Steel $18,884.00 $18,997.30

Wall Graphics $3,000.00 $3,018.00

Signage and Marquee $24,702.00 $24,850.21

Plumbing $626,238.00 $629,995.43

Food Service Equipment $226,000.00 $227,356.00

Residental Appliances $7,448.00 $7,492.69

Roof Nailers $33,687.00 $33,889.12

Window Treatments $12,849.00 $12,926.09

Hollow metal, Wood doors, Toilet part, Toilet accessories, FEC

$269,631.00 $271,248.79

Coiling Doors $25,000.00 $25,150.00

Roof Expansion Joints $7,597.00 $7,642.58

Column Covers $2,640.00 $2,655.84

Stage Curtains, Folding stages, Cubicle curtains

$19,792.00 $19,910.75

Alum Storefront $347,800.00 $349,886.80

($)

Best Miscellaneous Construction (BMC) Bid-Summary

CONSTRUCTION ITEM Cost Cost Adjusted for Jan 2017

MILLWORK and WINDOW SEALS

$215,000.00 $216,290.00

Best Sub In Town (BSIT) Bid-Summary

($)(Description) ($)

CE 592 - Estimation Planning & Control Term Project

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Transcript of CE 592 - Estimation Planning & Control Term Project