kiski area high school

Kiski Area High School Allegheny Township, PA

Picture: Existing site courtesy of Kiski High School Webpage.

Sarah Haynes Construction Management Primary Faculty Consultant: Messner Due: November 12, 2003

Executive Summary

The following report includes information on alternate systems and methods of analysis of

the Kiski Area High School. The topics that are discussed are site layout planning, temporary

utilities and the specified requirements, detailed structural systems estimate, general conditions

estimate, detailed project schedule, and cash flow for the project.

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Picture courtesy of P.J. Dick Webpage.


Site Layout Planning The first site layout drawing is titled Phase 1 – Site Plan, this drawing shows an overview of

the entire Kiski Area High School Property. On this drawing you can see the red arrows directing

deliveries into the school parking lot from the southern entrance to the back of the high school.

On the southern most side of the high school (right off of the back parking lot) are several trailers

for the General Contractors and Subcontractors. This is a convenient location due to the close

proximity to the site and the ability to monitor deliveries and pedestrians that pass thru. Also

located in this area is a Contractor’s Staging Area for the duration of the project. This staging

area is most beneficial for completing work on Building N. However, there is larger staging area

located on the eastern side of the high school. The delivery truck may continue down the access

road and turn north to the larger Contractor’s Staging Area which is most beneficial for completing

work on Building K.

The second site plan is titled Phase 2 – Demolition of Building D, this drawing is a close-up

of the existing buildings on campus, in the center of the campus are Building D and the surrounding

courtyards. For the demo of Building D, the mobile crane would be best positioned in the cal-d-sac

to have a better pick on joists, equipment, etc. Once the building has been demoed then the crane

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can move forward and also demo the trees and tree planters in the surrounding area. Also need in

the area is a backhoe in order to scrap the existing sidewalks on campus.

The third site plan is titled Phase 3 – Excavation of Building “N” and Building “K”. This

drawing shows three backhoes, one at each end of the building. The existing elevation at the

southern end of Building N was not to grade, a backhoe was needed along with several trucks of

suitable backfill soil to raise the area to the desired elevation. The other two backhoes on the

drawing show the location of the access to the rest of the site. At any time there were at least 3

backhoes on site preparing site for foundations.

The fourth site plan is titled Phase 4 – Foundations and Superstructure. At this phase in

the project there were two cranes onsite at any given time. One mobile crane was located in the pit

of Building K, this was needed to move formwork and pour 12’ high cast-in-place concrete walls with

a bucket. The red arrows in Building K shows the flow of work in which the General Contractor and

Subcontractors had followed. The second mobile crane began construction in the southern end of

Building N (just south of Building B). The crane began erecting steel as far back as they could pick

and backed out of the area. Once they were finished in the southern end, they circled around to

the northern half where they began erecting steel on the northern side of Building B. The steel

erectors then worked their way across the middle and up to the north tip of the building. Once the

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steel was erected in the upper right corner they then backed themselves out of the area again.

The red arrows in Building N represent the path in which the steel erectors completed the

sequence.

The fifth site plan is titled Phase 5 – Finishes Phase of the Project. Located inside the

structure is several storage areas in which the workers may use to help move the progress of the

work along. The red arrows on the drawing show the flow of work of the laborers onsite. The

laborers will follow a similar schedule to the mobile cranes that were onsite in the drawing of Phase

4.

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Temporary Utilities

It is of the utmost importance that every material onsite is being properly handled

according to the Specifications or other various laws. The specifications are stated to ensure not

only the performance of the material but also the safety of the people that are around it everyday.

If the products are not properly cared for throughout construction, the results could be

catastrophic to the laborers, the owners, and the building. The first material that I will be

discussing is Specification Section 02010: Asbestos Abatement of the Kiski Area High School Spec

book.

A general overview of the asbestos abatement requirements for this project are that no

asbestos removal activities are permitted in any work area until a functional worker and equipment

decontamination units are in place. The area being contained for asbestos removal must have a

negative air pressure of at least -0.020 inches of water created before any asbestos removal

activity may commence. This level of negative air pressure must be maintained until the area passes

a final air clearance sampling.

To the Owner’s best knowledge there are eight specific asbestos-containing materials

onsite that will require abatement, they are: flooring materials and mastics, pipe fitting insulation,

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tank insulation, laboratory countertops/ exhaust hood liners, interior and exterior door/ window

glazing, interior and exterior door/ window caulking, vibration dampeners, and penetration flashing.

Some temporary facilities for the asbestos abatement of these materials are electrical

service to the decontamination units, temporary enclosures/ decontamination areas, HEPA filtered

fan units, and demolition products. The temporary electrical service is needed in order to run the

decontamination units in each area of containment. These units run off of a 60amp minimum and

are connected to the building’s main distribution panel. The temporary enclosures/ decontamination

areas require a 6 mil thick nylon reinforced, laminated, flame resistant film plastic sheeting as a

barrier between the work area and the building exterior.

As for the HEPA filtered fan units supplied to the jobsite, they must meet the

requirements of the two-stage filter process. These units must have the first-stage pre-filters of

low efficiency type for particles 100 □m or larger and must have the second-stage intermediate

filters effective for medium efficiency type for particles down to 5 □m.

In the way of demolition products needed for asbestos removal, they are:

• 6 mil polyethylene puncture resistant, leak tight, unlabeled bags and,

• 6 mil leak tight, polyethylene disposable bags that are appropriately labeled to alert

anyone that comes in contact with the bags of the material held inside

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These requirements and many more are specified to ensure that the workers dispose of the

asbestos-containing material properly and are used as measures of preventing the asbestos-

containing material from becoming air-borne and being inhaled.

The second material that I will be discussing is Specification Section 02060: Building

Demolition of the Kiski Area High School Spec book. This section includes the demolition and

removal of Building D and several connecting corridors, in addition to disconnecting, capping, or

sealing, and removing site utilities in place.

It is noted in the specifications that the Owner assumes no responsibility for the actual

condition of Building D to be demolished. The Owner is aware that there may be asbestos-

containing material in the building or structures to be demolished. Again, the same requirements

are followed here for the removal of asbestos as in the first discussion.

Additional requirements that must be met for Building Demolition are as follows:

• Locate demolition equipment throughout the building and remove debris and materials

• Remove below-grade construction, including foundation walls to at least 24” below

grade

• Remove tops of caissons to minimum of 18” below new construction.

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Detailed Structural Systems Estimate The detailed structural systems estimate was calculated by completing a quantity take-off

(QTO) and entering the information into MC2 Software. The total structural systems estimate

amounted to $1,427,855. The following is a list which shows the amount of money in each CSI

division:

• Sitework – $132,797

• Concrete – $464,228

• Masonry – $157,130

• Metals – $668,163

• Thermal & Moisture Protection - $5,538

The Sitework division includes the foundation types for both Building N and Building K. For

Building N, the foundation consists of Column Footings, Piers, Continuous Wall Footings, Thickened

Slab, and Slab on Grade. The foundation type for Building K is Caissons, Grade Beams, Thickened

Slab, and Slab on Grade. The strength of concrete used on this project is 3000psi. There are no

costs for formwork included in the estimate due to the type of soil on site. The laborers were able

to cut the sides of the column footings and use the sides of the footings as formwork instead. This

is a more time efficient process, however, the size of the footings are most likely going to be larger

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than the project estimators had accounted for which will increase the actual costs of concrete for

this project.

The Masonry division includes all Masonry Bearing Walls that were calculated from the

quantity take-off method of both buildings. These walls are reinforced and grout full for added

stability and strength. As a minimum, the ultimate compressive strength of masonry is 1500psi.

The Metals division includes the structural system for both Building N and Building K. The

structural system for Building N consists of I-Beams, K-Series and LH-Series Open Web Joists,

and Steel Columns. For Building K, the system uses K-Series and LH-Series Open Web Joists, the

joists then rest atop of a fully grouted masonry wall. The typical grade of steel for structural

shapes on this project is ASTM A36, unless noted with an asterisk (*) which indicates A572-50

steel. All structural steel shapes is to be painted at the shop with one coat of red oxide primer.

According to the general structural notes, no fireproofing is required on all steel.

The Thermal and Moisture Protection division is a result of the quantities calculated for the

slab on grade. Although this is not normally accounted for in the detailed structural systems

estimate, the costs associated to it are very small compared to the overall costs.

On the following pages is the Detailed Structural Systems Estimate along with the total

quantities for the cubic yardage of Concrete and the # of pieces and tonnage of Steel. Also

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included are a few pages showing the take-off quantities that I had calculated for the Footings/

Piers and Structural Steel for Building N and the Foundation and Structural Steel for Building K.

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Estimate Detail - Standard Construction Project

Detail - Without Taxes and Insurance Group 1: Divisions

Estimator : Project Size : sqft

ItemCode Description Quantity UM Lab.Unit Mat.Unit Eqp.Unit Sub.Unit Eqp.Rent.Unit Temp.Mat.Unit Other Unit Tot.UnitCost TotalCost

W:\SeniorThesis\CMTech3\SSEst.est Page 1 11/13/2003 09:12 PM

Sitework 02316.001 FINE GRADE FLOOR BY HAND 125,816.00 SQFT 0.4046 0.405 50,905.1502316.009 EXCAVATE FOR SLAB EDGE 11.11 CUYD 32.3728 0.950 33.323 370.2502316.011 EXCESS THICKENED SLAB SOIL 11.11 CUYD 02316.023 CRUSHED STONE SLAB FILL 1,646.59 CUYD 16.1864 16.350 32.536 53,574.2002316.100 MACH EXCAV CONTINUOUS FTG 248.87 CUYD 6.9549 0.950 7.905 1,967.2702316.102 FINE GRADE CONTINUOUS FTG 6,719.43 SQFT 0.4761 0.476 3,199.1202316.110 MACH EXCAV COLUMN FTG 226.14 CUYD 6.9549 0.950 7.905 1,787.5802316.112 FINE GRADE @ COLUMN FTG 4,267.50 SQFT 0.4761 0.476 2,031.7602316.200 MACH EXCAV GRADE BEAM 211.70 CUYD 8.5005 0.950 9.451 2,000.7102475.180 EXCAV CAISSON STABLE EARTH 117.70 CUYD 25.5013 11.078 36.579 4,305.3202475.181 REMOVE SURPLUS EXCAVATION 117.70 CUYD 2.0133 1.460 3.473 408.8002475.190 **CONCRETE IN CAISSONS** **** 02475.191 3000 PSI DIRECT 117.70 CUYD 9.7858 55.000 64.786 7,625.1802475.232 RE-STEEL IN CAISSONS 92.68 CWT 23.1169 26.750 49.867 4,621.6302479.901 * NO. OF CAISSONS * 65.00 EACH

* Total Sitework $132,797

Concrete 03111.104 WALL FORM 4'-8' HIGH 296.00 SQFT 3.4872 1.264 4.751 1,406.2703111.110 WALL FORM 12'-14' HIGH 9,287.76 SQFT 3.1649 1.376 4.541 42,172.9303111.130 BRICK LEDGE @ WALL 147.00 SQFT 2.1516 1.039 3.190 468.9903111.141 WALL KEY FORMS 382.50 LNFT 0.8231 0.235 1.058 404.5303111.189 WALL FORM HARDWARE 4,791.88 SQFT 0.102 0.102 490.6903111.349 MTL FRAMED WOOD PIER FORMS 522.20 SQFT 0.8536 1.320 2.174 1,135.0503150.650 SCREEDS FOR SLAB 20,700.84 LNFT 0.9219 0.320 1.242 25,708.3703150.900 FORM RELEASING AGENT 522.20 SQFT 0.2095 0.023 0.233 121.4103150.900 FORM RELEASING AGENT 9,583.76 SQFT 0.2095 0.023 0.233 2,228.2203210.109 SOG REBAR 64.90 CWT 32.3636 26.750 59.114 3,836.2003210.155 PIER REBAR 12.51 CWT 23.7333 26.750 50.483 631.3403210.160 WALL REBAR 265.01 CWT 32.9629 26.750 59.713 15,824.7103210.200 CONTINUOUS FOOTING REBAR 84.94 CWT 31.7857 26.750 58.536 4,972.0903210.210 COLUMN FOOTING REBAR 132.37 CWT 31.7857 26.750 58.536 7,748.2403210.300 GRADE BEAM REBAR 108.48 CWT 31.7857 26.750 58.536 6,350.0003220.010 6x6 W1.4/W1.4 MESH 1,131.37 SQS 18.8640 8.200 27.064 30,619.4503220.012 6x6 W2.9/W2.9 MESH 731.98 SQS 23.1663 15.000 38.166 27,937.1203310.150 **CONC IN CONTINUOUS FOOTING** **** 03310.151 3000 PSI DIRECT 248.87 CUYD 11.0090 55.000 66.009 16,427.5003310.200 **CONC IN COLUMN FOOTING** **** 03310.201 3000 PSI DIRECT 226.14 CUYD 11.0090 55.000 66.009 14,927.0003310.250 **CONC IN GRADE BEAMS** **** 03310.251 3000 PSI DIRECT 211.70 CUYD 12.5817 55.000 67.582 14,307.3003310.350 **CONC IN SLAB ON GRADE** **** 03310.351 3000 PSI DIRECT 2,082.98 CUYD 11.0090 55.000 66.009 137,495.1203310.353 3000 PSI W/CARTS 7.41 CUYD 14.3996 55.000 69.400 514.0703310.550 **CONCRETE IN WALLS** **** 03310.552 3000 PSI W/CRANE 195.38 CUYD 16.5977 55.000 71.598 13,988.9803310.750 **CONCRETE IN PIERS** **** 03310.751 3000 PSI DIRECT 8.06 CUYD 16.0131 55.000 71.013 572.2703311.700 **CONC IN SLAB OVER MTL DECK** **** 03311.706 3000 PSI W/PUMP 313.75 CUYD 12.5997 55.000 5.280 72.880 22,866.0103315.971 * CONTINUOUS FOOTING LENGTH * 2,686.50 LNFT 03315.972 * NO. OF COLUMN FOOTINGS * 98.00 EACH 03315.975 * GRADE BEAM LENGTH * 757.50 LNFT 03315.976 * SOG AREA * 128,927.00 SQFT 03315.977 * THICKENED SLAB LENGTH * 300.00 LNFT 03315.982 * CONCRETE WALL AREA * 4,791.88 SQFT 03315.991 * SLAB OVER METAL DECK AREA * 43,580.00 SQFT 03350.131 POINT & PATCH 522.20 SQFT 0.1102 0.013 0.123 64.2303350.131 POINT & PATCH 9,583.76 SQFT 0.1102 0.013 0.123 1,178.8003350.132 FLOAT FINISH 172,507.00 SQFT 0.2754 0.275 47,508.4303390.010 PROTECT & CURE 172,507.00 SQFT 0.1102 0.019 0.129 22,322.41

* Total Concrete $464,228

Masonry 04210.011 MORTAR 69.70 CUYD 50.000 50.000 3,484.9004219.990 * MASONRY WALL AREA * 27,855.82 SQFT 04220.102 FILL VOIDS W/ CONCRETE 326.31 CUYD 20.5520 55.000 75.552 24,653.2104220.106 FILL VOIDS W/GROUT 178.12 CUYD 20.5520 50.000 70.552 12,566.8004220.502 8X8X16 CONC BLOCK 7,656.93 PCS 1.9929 0.630 2.623 20,083.36

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Detail - Without Taxes and Insurance Group 1: Divisions



W:\SeniorThesis\CMTech3\SSEst.est Page 2 11/13/2003 09:12 PM

04220.504 12X8X16 CONC BLOCK 23,680.87 PCS 2.5690 0.945 3.514 83,214.5804224.122 MASONRY REBAR 277.51 CWT 20.5520 26.750 47.302 13,126.70

* Total Masonry $157,130

Metals 05129.121 STEEL COLUMNS **** 05129.122 I SHAPES 972.28 CWT 28.7300 35.000 5.000 68.730 66,824.8005129.141 GIRDERS **** 05129.142 I BEAMS 5,816.32 CWT 28.7300 35.000 5.000 68.730 399,755.5405129.303 ASTM A36 STEEL ADDER 3,892.29 CWT 05129.304 ASTM A572 50 KSI STEEL ADDER 2,896.31 CWT 05129.990 * STRUCTURAL STEEL WEIGHT * 339.43 TONS 05210.011 STEEL JOISTS, SERIES K 343.52 CWT 22.9840 27.500 50.484 17,342.4705210.013 STEEL JOISTS, SERIES LH 227.60 CWT 20.8945 27.500 48.395 11,014.5905210.014 STEEL JOISTS, SERIES DLH 1,659.38 CWT 20.8945 27.500 48.395 80,304.6205210.015 STEEL JOISTS, SERIES SLH 1,222.80 CWT 20.8945 27.500 48.395 59,176.7905310.014 STD GALV CORRUFORM 43,580.00 SQFT 0.4543 0.320 0.774 33,743.99

* Total Metals $668,163

Thermal and moisture protection 07260.012 6MIL VISQUEEN SUBGRADE PAPER 1,383.98 SQS 1.1018 2.900 4.002 5,538.40

* Total Thermal and moisture protection $5,538Total Estimate $1,427,855

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Quantities

Material Total Units # of Pieces

Quantity

Concrete 3412 CUYD

Metals * 10242 CWT 1608

I-Shapes 6789 CWT 817 Steel Joists 3453 CWT 791

* Only includes weights for I-Shapes, I-Beams, and Steel Joists.

Note: The quantities provided for cubic yardage of Concrete and the tonnage of Metals was extracted from the Detailed Structural Systems Estimate.

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General Conditions Estimate

On the following page is the General Conditions Estimate that I have prepared through the

use of MC2 Software a.k.a. Ice 2000 Estimating. The total estimated amount for the project is

$1,321,302; this cost has not been adjusted for time or location. Insurance was not included in the

General Conditions Estimate because the Owner requested an Owner Controlled Insurance Policy

(OCIP); therefore the Owner is responsible for all associated costs. Home office overhead was

also not included in the costs.

The Project Staffing Costs were calculated from the number of months assigned to each

personnel from my Project Staffing Schedule that I created in Technical Assignment #2:

• Project Manager – 33 months

• Secretary - 33 months

• Superintendent - 31 months

• Project Engineer and Safety Engineer - 30 months

• Assistant Superintendent - 29 months.

I have also included in the estimate two general purpose Carpenters scheduled onsite for 31

months. Additional items included are temporary facilities, safety supplies, barricades, temporary

utilities, clean-up fees, and several miscellaneous items.

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Schedule changes have a direct impact of the General Conditions estimate. If the project

duration increases then the GC estimate will increase due to the project staffing, temporary

facilities, temporary utilities, etc required to remain onsite for a longer specified period.

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Detail - Without Taxes and Insurance Indirect Costs are Spread Group 1: Divisions



C:\Program Files\MC² Software\estfiles\GnrlCcosts.est Page 1 11/10/2003 08:26 PM

General requirements 01310.100 Project manager 135.00 WEEK 1,589.6500 1,589.650 214,602.7501310.110 Superintendent 124.00 WEEK 1,241.1500 1,241.150 153,902.6001310.120 Assistant superintendent 116.00 WEEK 898.5500 898.550 104,231.8001310.130 Job engineer 240.00 WEEK 841.2500 841.250 201,900.0001310.160 Secretary 135.00 WEEK 729.1500 729.150 98,435.2501310.180 General pupose carpenter 248.00 WEEK 936.7500 936.750 232,314.0001310.210 Purchase drawings 7,000.00 LS 01310.220 Travel expenses 3,000.00 LS 01320.100 Progess photographs 33.00 MO 119.000 119.000 3,927.0001510.100 Temporary wiring 33.00 MO 258.000 258.000 8,514.0001510.110 Job telephone 33.00 MO 89.350 89.350 2,948.5501510.120 Electric light bill 33.00 MO 283.000 283.000 9,339.0001510.130 Water bill 33.00 MO 89.000 89.000 2,937.0001510.140 Temporary heat 12.00 MO 1,107.850 1,107.850 13,294.2001510.150 Temporary fire protection 10.00 MO 206.000 206.000 2,060.0001520.100 Office trailer 33.00 MO 374.000 374.000 12,342.0001520.110 Job tool house 33.00 EACH 1,210.000 1,210.000 39,930.0001520.120 Portable chemical toilet 33.00 MO 87.250 87.250 2,879.2501520.130 Water, ice and cups 33.00 MO 138.000 138.000 4,554.0001520.140 First aid supplies 33.00 MO 50.000 50.000 1,650.0001520.150 Safety supplies 33.00 MO 150.000 150.000 4,950.0001520.160 Office supplies 33.00 MO 275.750 275.750 9,099.7501540.180 Small tools 30.00 MO 167.750 167.750 5,032.5001560.120 Temporary job fence 3,000.00 LNFT 1.2800 11.280 12.560 37,680.0001560.150 Sidewalk barricades 1,000.00 LNFT 30.0000 10.000 40.000 40,000.0001560.180 Weather protection 10,000.00 LS 01580.100 Job sign 2.00 EACH 275.0000 114.000 389.000 778.0001740.100 Job clean up 300,000.00 SQFT 0.3800 0.380 114,000.00

* Total General requirements $1,321,302Total Estimate $1,321,302

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Project Schedule

Upon the Owners request to the Architects and General Contractor, there are several

phasing requirements for this project. Some of the phases will overlap through-out construction;

this is dependent upon when the owner is able to turn-over their buildings for renovation and when

they would like the General Contractor to turn the building back over to them. Below is a

description of each phases start and completion dates along with the required work within each

phase.

• Phase 1 of the project will begin upon the award of the job and must be completed

by June 30, 2004. This work includes constructing temporary classrooms in the

Lower Level of Building H, demolishing Building D, constructing new Building N,

renovating the existing Building B basement and sub-basement (Boiler Room, heat

must be made available during the heating season), constructing Building K (Locker

room shell only), and abating the floor tile of Building H and construct temporary

classrooms in upper level building H once the administration is able to move into

their new spaces in Building N.

• Phase 1a, of the project will also begin upon the award of the job and must be

completed by August 15, 2003. This work includes completing the junction of

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Building N and existing cafeteria in Building B and completing the junction of

Buildings N and F. It is imperative to the owner that the cafeteria and Building F is

useable for the start of school in August 2003.

• Phase 2 of the project will begin June 12, 2004 and must be completed by October

22, 2004. This work includes renovating Buildings C and A.

• Phase 2a will also begin June 12, 2004 and must be completed by August 15, 2004.

This work includes completing Building A and K Locker Rooms, completing Building B

Kitchen and Cafeteria and installing the Auditorium air conditioning unit (Building C).

• Phase 3 of the project will begin November 1, 2004 and must be completed by

March 22, 2005. The work includes renovating Building G.

• Phase 4 of the project will begin April 1, 2005 and must be completed by August 15,

2005. This work includes renovating Buildings F and J and renovating the connecting

corridors.

• Phase 5 of the project will begin June 12, 2005 and must be completed by August

15, 2005. This work includes renovating Building E, completing all paving and

miscellaneous sitework, and completing Building H Kitchen and Cafeteria.

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• Phase 6 of the project will begin June 6, 2005 and must be completed by October

31, 2005. This work includes the renovation of Building H.

The original project schedule has well over 500 activities, I have combined several activities

but also have several activities scheduled. The reason why I have scheduled so many activities is

due to the number of phases required for this project. My detailed construction schedule that was

completed on Microsoft Project can be found on the following page.

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ID Task Name Duration Start

1 Design 548 days Wed 2/21/01

2 Notice To Proceed 0 days Fri 3/28/03

3 Procurement 10 days Mon 3/31/03

4 Mobilization 19 days Mon 3/31/03

5 Phase 1 - Demo Building D. A 328 days Mon 3/31/03110 Phase 1a - Complete Junction 100 days Mon 3/31/03115 Phase 2 - Renovate Building A 95 days Thu 7/1/04170 Phase 2a - Complete Building 46 days Thu 7/1/04218 Phase 3 - Renovate Building G 99 days Thu 11/11/04240 Phase 4 - Renovate Building E 96 days Mon 4/4/05260 Phase 5 - Renovate Building F 46 days Tue 6/14/05279 Phase 6 - Renovate Building H 105 days Mon 6/6/05296 Project Completion 0 days Mon 10/31/05

3/28

10/31

H1 H2 H1 H2 H1 H2 H1 H2 H1 H2 H12001 2002 2003 2004 2005 2006

Task

Critical Task

Progress

Milestone

Summary

Rolled Up Task

Rolled Up Critical Task

Rolled Up Milestone

Rolled Up Progress

Split

External Tasks

Project Summary

Group By Summary

Deadline

Page 1

Project: DetailedProjSchd - FinalDate: Wed 11/12/03

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1 Notice To Proceed 0 days Mon 3/31/03

2 Procurement 10 days Mon 3/31/03

3 Mobilization 19 days Mon 3/31/03

4 Phase 1 - Demo Building D. A 328 days Mon 3/31/035 Notice To Proceed 0 days Mon 3/31/03

6 N-Site Sanitary 30 days Mon 3/31/03

7 D-Asbestos Abatment 5 days Mon 3/31/03

8 D-Shut off/Cut & Cap Utiltie 5 days Mon 4/7/03

9 D-Demo Building D 5 days Mon 4/14/03

10 H-Asbestor Floor Tile Rem 10 days Mon 4/7/03

11 B-Demo Boilers and equipm 15 days Mon 4/14/03

12 B-Asbestos Abatement 5 days Mon 4/21/03

13 B-Erect Boiler 1 15 days Mon 5/5/03

14 B-Install HW tank and Boile 2 days Mon 5/26/03

15 B-Boiler Room Piping 32 days Wed 5/28/03

16 B-Boiler 1 Burner 0 days Fri 5/23/03

17 B-Erect Boiler 2 15 days Mon 5/26/03

18 B-Install Connections 10 days Wed 5/28/03

19 B-Boiler 2 Burner 0 days Fri 6/13/03

20 B-Complete Electric to Boil 10 days Wed 6/11/03

21 B-Insulate HW and CHW P 15 days Fri 7/11/03

22 E-Asbestos Floor Tile Rem 5 days Mon 4/28/03

23 E-Sawcut Floors 5 days Mon 5/5/03

24 E-Underslab Plumbing Rou 20 days Mon 5/12/03

25 E-Pour Floors 5 days Mon 6/9/03

26 F-Asbestos Floor Tile Rem 5 days Mon 5/5/03

27 F-Sawcut Floors 5 days Mon 5/12/03

28 F-Underslab Plumbing Rou 20 days Mon 5/19/03

29 F-Pour Floors 5 days Mon 6/16/03

30 G-Asbestos Floor Tile Rem 5 days Mon 5/12/03

31 G-Sawcut Floors 5 days Mon 5/19/03

32 G-Underslab Plumbing Rou 20 days Mon 5/26/03

33 G-Pour Floors 5 days Mon 6/23/03

34 N-Excavate Building N 30 days Mon 4/21/03

35 N-F/R/P Pads & Footings 50 days Mon 5/12/03

36 N-Layout & CMU Block Wa 40 days Mon 6/23/03

37 N-Backfill N to Grade 5 days Mon 7/21/03

38 N-Erect Structural Steel 32 days Mon 7/28/03

39 N-Topping Out 0 days Tue 9/9/03

40 N-Detail Structural Steel 35 days Mon 8/11/03

41 N-Built-Up Roof 30 days Mon 8/25/03

42 N-Metal Decking 1st Floor 15 days Mon 8/25/03

43 N-Slab on Grade 10 days Mon 9/15/03

44 N-Metal Stud Framing Gro 20 days Mon 9/29/03

3/31

3/31

5/23

6/13

9/9

H1 H2 H1 H2 H1 H22003 2004 2005

Task

Critical Task

Progress

Milestone

Summary

Rolled Up Task


Rolled Up Milestone

Rolled Up Progress

Split

External Tasks

Project Summary

Group By Summary

Deadline

Page 1


31


45 N-Mechanical Rough-In Gr 15 days Mon 9/29/03

46 N-Plumbing Rough-In Grou 15 days Mon 9/29/03

47 N-Electrical Rough-In Grou 15 days Mon 9/29/03

48 N-Fire Alarm Rough-In Gro 15 days Mon 9/29/03

49 N-F/R/P-Slab on Deck 1st 10 days Mon 10/27/03

50 N-Metal Stud Framing 2nd 15 days Mon 11/10/03

51 N-Mechanical Rough-In Gr 13 days Mon 11/10/03

52 N-Plumbing Rough-In Grou 13 days Mon 11/10/03

53 N-Electrical Rough-In Grou 13 days Mon 11/10/03

54 N-Fire Alarm Rough-In Gro 13 days Mon 11/10/03

55 N-Layout & CMU Back-UP 40 days Mon 10/27/03

56 N-Brick Veneer 30 days Mon 11/17/03

57 N-Curtainwall 20 days Mon 12/15/03

58 N-Enclosure 0 days Fri 1/9/04

59 N-Drywall Board Walls 15 days Mon 1/12/04

60 N-Painting 20 days Mon 1/19/04

61 N-Install Light Fixtures 30 days Mon 1/12/04

62 N-Install Ceiling Grid 20 days Mon 1/19/04

63 N-Install Grilles, Registers, 30 days Mon 2/16/04

64 N-Install Ceiling Tile 15 days Mon 3/29/04

65 N-Install Casework, Chalkb 25 days Mon 2/16/04

66 N-Install Doors & Hardware 20 days Mon 3/22/04

67 N-Install Interior Glazing 18 days Mon 4/19/04

68 N-Furniture, Fixtures, & Eq 0 days Wed 5/12/04

69 N-Electrical Devices 10 days Mon 2/23/04

70 N-Fire Alarm Testing & Co 2 days Mon 3/8/04

71 N-Systems Testing & Com 2 days Mon 3/29/04

72 N-Clean-up & Punchlist 10 days Thu 5/13/04

73 N-Building N Complete 0 days Wed 6/30/04

74 K-Excavate Building N 15 days Mon 6/2/03

75 K-F/R/P Caissons 8 days Mon 6/23/03

76 K-F/R/P Grade Beams 25 days Thu 7/3/03

77 K-F/R/P CIP Concrete Wal 20 days Mon 7/14/03

78 K-CMU Block Walls 22 days Thu 7/31/03

79 K-Erect Joists 1st Floor 10 days Mon 9/1/03

80 K-Metal Decking 1st Floor 15 days Mon 9/15/03

81 K-Slab on Grade 10 days Mon 10/6/03

82 K-Mechanical Rough-In 1s 15 days Mon 10/20/03

83 K-Plumbing Rough-In 1st F 15 days Mon 10/20/03

84 K-Electrical Rough-In 15 days Mon 10/20/03

85 K-Fire Alarm Rough-In 15 days Mon 10/20/03

86 K-F/R/P Slab on Deck 2nd 10 days Mon 11/10/03

87 K-CMU Block Walls 2nd Fl 20 days Mon 11/24/03

88 K-Erect Joists 2nd Floor 10 days Mon 12/8/03

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89 K-CMU Block Walls to Roo 15 days Mon 12/22/03

90 K-Erect Joists on Roof 12 days Mon 1/12/04

91 K-Topping Out 0 days Tue 1/27/04

92 K-Built-Up Roof 10 days Wed 1/28/04

93 K-Mechanical Rough-In Ro 15 days Wed 2/11/04

94 K-Windows 15 days Wed 1/28/04

95 K-Enclosure 0 days Tue 2/17/04

96 K-Drywall Board Walls 15 days Wed 2/18/04

97 K-Painting 18 days Wed 2/18/04

98 K-Install Light Fixtures 22 days Wed 2/18/04

99 K-Install Ceiling Grid 20 days Fri 3/19/04

100 K-Install Grilles, Registers, 25 days Fri 4/16/04

101 K-Install Ceiling Tile 15 days Fri 5/21/04

102 K-Install Casework, Chalkb 30 days Mon 3/15/04

103 K-Install Doors & Hardware 20 days Mon 4/26/04

104 K-Furniture, Fixtures, & Eq 0 days Thu 6/10/04

105 K-Fire Alarm Testing & Com 2 days Fri 6/11/04

106 K-Systems Testing & Com 2 days Tue 6/15/04

107 K-Clean-up & Punchlist 10 days Thu 6/17/04

108 K-Building K Complete 0 days Wed 6/30/04

109 Phase 1a - Complete Junction 100 days Mon 3/31/03110 Notice To Proceed 0 days Mon 3/31/03

111 Complete Work @ Junction 50 days Mon 3/31/03

112 Complete Work @ Junction 50 days Mon 6/9/03

113 Junctions Competed 0 days Fri 8/15/03

114 Phase 2 - Renovate Building A 95 days Thu 7/1/04115 A,C-Notice To Proceed 0 days Thu 7/1/04

116 A-Building System & Powe 3 days Thu 7/1/04

117 A-Plumbing Demo 8 days Tue 7/6/04

118 A-Mechanical Demo 8 days Tue 7/6/04

119 A-Patch Floor/ Place New T 10 days Fri 7/16/04

120 A-Install Ductwork 8 days Fri 7/30/04

121 A-Layout & Masonry Walls 10 days Wed 8/11/04

122 A-Layout & Metal Stud Fra 10 days Wed 8/11/04

123 A-Plumbing Rough-In 10 days Wed 8/11/04

124 A-Electrical Rough-In 10 days Wed 8/11/04

125 A-Fire Alarm Rough-In 8 days Wed 8/11/04

126 A-Drywall Board Walls 10 days Wed 8/25/04

127 A-Painting 12 days Wed 9/1/04

128 A-Fire Alarm Wire & Termi 5 days Mon 8/23/04

129 A-Fire Alarm Devices 3 days Mon 8/30/04

130 A-Electrical Devices 3 days Wed 9/8/04

131 A-Install Light Fixtures 14 days Mon 9/13/04

132 A-Install Ceiling Grid 5 days Fri 10/1/04

1/27

2/17

6/10

6/30

3/31

8/15

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133 A-Install Flooring 10 days Fri 9/17/04

134 A-Install Athletic Equipmen 5 days Fri 10/1/04

135 A-Install Ceiling Tile 3 days Fri 10/8/04

136 A-Install Telescoping Bleac 5 days Fri 10/8/04

137 A-Refinish Gym Floor 10 days Fri 10/15/04

138 A-Fire Alarm Testing & Com 2 days Thu 9/2/04

139 A-Systems Testing & Com 2 days Fri 10/1/04

140 A-Clean-up & Punchlist 8 days Fri 10/29/04

141 A-Building A Complete 0 days Wed 11/10/04

142 C-Building System & Powe 3 days Thu 7/1/04

143 C-Demo pumps C 3 days Tue 7/6/04

144 C-Asbestos Removal 5 days Fri 7/9/04

145 C-Plumbing Demo 8 days Fri 7/16/04

146 C-Mechanical Demo 8 days Fri 7/16/04

147 C-Layout & Masonry Walls 10 days Wed 7/28/04

148 C-Layout & Metal Stud Fra 10 days Wed 7/28/04

149 C-HVAC Piping Rough-In 10 days Wed 7/28/04

150 C-Plumbing Rough-In 10 days Wed 7/28/04

151 C-Electrical Rough-In 10 days Wed 8/11/04

152 C-Fire Alarm Rough-In 8 days Wed 8/11/04

153 C-Drywall Board Walls 10 days Wed 8/25/04

154 C-Painting 10 days Wed 9/8/04

155 C-Fire Alarm Wire & Termi 3 days Mon 8/23/04

156 C-Fire Alarm Devices 1 day Thu 8/26/04

157 C-Electrical Devices 2 days Wed 8/25/04

158 C-Install Light Fixtures 10 days Fri 8/27/04

159 C-Install Ceiling Grid 2 days Fri 9/10/04

160 C-Install Grilles, Registers 5 days Tue 9/14/04

161 C-Install Ceiling Tile 3 days Tue 9/21/04

162 C-Install Educational Case 10 days Wed 9/22/04

163 C-Marker & Tack Boards 8 days Wed 10/6/04

164 C-Install Flooring 10 days Mon 10/18/04

165 C-Fire Alarm Testing & Co 2 days Fri 8/27/04

166 C-Systems Testing & Com 2 days Tue 9/21/04

167 C-Final Clean-up & Punchl 8 days Mon 11/1/04

168 C-Building C Complete 0 days Wed 11/10/04

169 Phase 2a - Complete Building 46 days Thu 7/1/04170 C,K,B-Notice To Proceed 0 days Thu 7/1/04

171 C-Install Building C Auditor 8 days Thu 7/1/04

172 K-Install Ductwork 8 days Thu 7/1/04

173 K- Interior Layout & Mason 8 days Tue 7/13/04

174 K-Plumbing Rough-In 8 days Tue 7/13/04

175 K-Electrical Rough-In 8 days Tue 7/13/04

176 K-Fire Alarm Rough-In 6 days Tue 7/13/04

11/10

11/10

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177 K-Drywall Board Walls 8 days Fri 7/23/04

178 K-Painting 10 days Wed 8/4/04

179 K-Fire Alarm Wire & Termi 5 days Wed 7/21/04

180 K-Fire Alarm Devices 3 days Wed 7/28/04

181 K-Electrical Devices 3 days Fri 7/23/04

182 K-Light Fixtures 8 days Wed 7/28/04

183 K-Install Ceiling Grid 5 days Wed 7/28/04

184 K-Install Grilles, Registers, 5 days Mon 8/2/04

185 K-Install Ceiling Tile 2 days Mon 8/9/04

186 K-Athletic Equipment 11 days Wed 8/4/04

187 K-Install Lockers 6 days Wed 8/4/04

188 K-Install Telescoping Bleac 5 days Fri 8/6/04

189 K-Install Benches 4 days Mon 8/9/04

190 K-Install Wall Pads 4 days Mon 8/9/04

191 K-Install Gym Floor and Ma 5 days Fri 8/13/04

192 K-Fire Alarm Testing & Com 2 days Mon 8/2/04

193 K-Systems Testing & Com 2 days Mon 8/9/04

194 K-Clean-up & Punchlist 8 days Fri 8/20/04

195 K-Building K Complete 0 days Thu 9/2/04

196 B-Building System & Powe 3 days Thu 7/1/04

197 B-Plumbing Demo 5 days Tue 7/6/04

198 B-Mechanical Demo 5 days Tue 7/6/04

199 B-Install Ductwork 8 days Tue 7/13/04

200 B-Layout & Masonry Walls 8 days Fri 7/23/04

201 B-Layout & Metal Stud Fra 8 days Fri 7/23/04

202 B-Plumbing Rough-In 8 days Fri 7/23/04

203 B-Electrical Rough-In 8 days Fri 7/23/04

204 B-Fire Alarm Rough-In 6 days Fri 7/23/04

205 B-Drywall Board Walls 8 days Wed 8/4/04

206 B-Painting 7 days Fri 8/6/04

207 B-Fire Alarm Wire & Termi 3 days Mon 8/2/04

208 B-Fire Alarm Devices 3 days Thu 8/5/04

209 B-Electrical Devices 3 days Wed 8/4/04

210 B-Install Light Fixtures 6 days Fri 8/6/04

211 B-Install Grilles, Registers, 5 days Mon 8/9/04

212 B-Install Ceilng Tiles 2 days Mon 8/16/04

213 B-Fire Alarm Testing & Com 2 days Tue 8/10/04

214 B-Install Flooring 5 days Tue 8/17/04

215 B-Clean-up & Punchlist 8 days Tue 8/24/04

216 B-Building B Complete 0 days Thu 9/2/04

217 Phase 3 - Renovate Building G 99 days Thu 11/11/04218 G-Notice To Proceed 0 days Thu 11/11/04

219 G-Building System & Powe 3 days Thu 11/11/04

220 G-Plumbing Demo 8 days Tue 11/16/04

9/2

9/2

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221 G-Layout & Masonry Walls 15 days Fri 11/26/04

222 G-Plumbing Rough-In 15 days Fri 11/26/04

223 G-Electrical Rough-In 15 days Fri 11/26/04

224 G-Fire Alarm Rough-In 15 days Fri 11/26/04

225 G-Drywall Board Walls 15 days Fri 12/17/04

226 G-Painting 20 days Fri 1/7/05

227 G-Fire Alarm Wire & Termi 4 days Fri 12/17/04

228 G-Fire Alarm Devices 4 days Thu 12/23/04

229 G-Electrical Devices 4 days Wed 12/29/04

230 G-Install Light Fixtures 16 days Tue 1/4/05

231 G-Install Ceiling Grid 10 days Wed 1/26/05

232 G-Install Ceiling Grid & Tile 10 days Wed 2/9/05

233 G-Install Casework 10 days Fri 2/4/05

234 G-Flooring 18 days Fri 2/18/05

235 G-Fire Alarm Testing & Co 2 days Wed 12/29/04

236 G-Systems Testing & Com 2 days Wed 2/23/05

237 G-Clean-up & Punchlist 10 days Wed 3/16/05

238 G-Building G Complete 0 days Tue 3/29/05

239 Phase 4 - Renovate Building E 96 days Mon 4/4/05240 E-Notice To Proceed 0 days Mon 4/4/05

241 E-Roof Patching 10 days Mon 4/4/05

242 E-Curtainwall 5 days Mon 4/4/05

243 E-Interior Demolition 13 days Mon 4/18/05

244 E-Electrical Rough-In 10 days Thu 5/5/05

245 E-Layout & Masonry Walls 8 days Thu 5/5/05

246 E-Bulkheads 15 days Thu 5/5/05

247 E-Drywall Board Walls 5 days Thu 5/26/05

248 E-Painting 7 days Thu 6/2/05

249 E-Install Chalkboard & Tac 8 days Mon 6/13/05

250 E-Educational Cabinetry 8 days Mon 6/13/05

251 E-Student Lockers 5 days Thu 6/23/05

252 E-Install Doors and Hardwa 10 days Thu 6/30/05

253 E-Install Light Fixtures 10 days Thu 5/19/05

254 E-Install Ceiling Grid & Tile 8 days Thu 6/2/05

255 E-Flooring 10 days Thu 7/14/05

256 E-Systems Testing & Com 2 days Tue 6/14/05

257 E-Clean-up & Punchlist 8 days Thu 7/28/05

258 E-Building E Complete 0 days Tue 8/16/05

259 Phase 5 - Renovate Building F 46 days Tue 6/14/05260 F-Notice To Proceed 0 days Tue 6/14/05

261 F-Curtainwall 4 days Tue 6/14/05

262 F-Interior Demolition 5 days Mon 6/20/05

263 F-Electrical Rough-In 5 days Mon 6/27/05

264 F-Layout & Masonry 5 days Mon 6/27/05

3/29

4/4

8/16

6/14

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265 F-Bulkheads 5 days Mon 6/27/05

266 F-Drywall Board Walls 5 days Mon 7/4/05

267 F-Painting 5 days Mon 7/11/05

268 F-Install Chalkboard & Tac 4 days Mon 7/18/05

269 F-Educational Cabinetry 4 days Mon 7/18/05

270 F-Student Lockers 3 days Fri 7/22/05

271 F-Install Doors and Hardwa 5 days Wed 7/27/05

272 F-Install Light Fixtures 5 days Mon 7/4/05

273 F-Install Ceiling Grid & Tile 4 days Mon 7/11/05

274 F-Flooring 5 days Wed 8/3/05

275 F-System Testing & Comm 2 days Fri 7/15/05

276 F-Clean-up & Punchlist 5 days Wed 8/10/05

277 F-Building F Complete 0 days Tue 8/16/05

278 Phase 6 - Renovate Building H 105 days Mon 6/6/05279 H-Notice To Proceed 0 days Mon 6/6/05

280 H-Interior Demolition 15 days Tue 6/7/05

281 H-Layout & Masonry 15 days Tue 6/28/05

282 H-Electrical Rough-In 20 days Tue 6/28/05

283 H- Drywall Bulkheads 15 days Tue 7/26/05

284 H-Painting 15 days Tue 8/16/05

285 H-Install Chalkboard & Tac 10 days Tue 9/6/05

286 H-Educational Cabinetry 5 days Tue 9/6/05

287 H-Student Lockers 9 days Tue 9/6/05

288 H-Install Doors and Hardw 8 days Tue 9/20/05

289 H-Install Light Fixtures 15 days Tue 7/26/05

290 H-Install Ceiling Grid & Tile 10 days Tue 8/16/05

291 H-Electrical Testing & Com 2 days Tue 8/30/05

292 H-Flooring 12 days Fri 9/30/05

293 H-Clean-up & Punchlist 10 days Tue 10/18/05

294 H-Building H Complete 0 days Mon 10/31/05

295 Project Completion 0 days Mon 10/31/05

8/16

6/6

10/31

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Cast Flow

In order to prepare a cash flow schedule for this project, I divided the overall project

budget into 26 main categories. Below each main category are various sub-categories in which I

assigned a cost associated to each building that includes that scope of work. The schedule for

these costs was obtained from the detailed project schedule that I had also prepared.

There are two reasons why I have chosen to show the cash flow schedule in this manner.

The first reason is due to the overall size of each building and how much work is involved. For

example, the larger buildings on campus will cost more to perform work in (Building N and Building K)

as well as the buildings that have more complicated areas to work in. The second reason is to show

a better cost spread over the whole duration of the project. If I had not assigned costs to each

sub-category then there may have been periods of time where no money was being incurred by the

contractor because of the over generalization of the cash flow.

The cash flow schedule and the “S” curve chart for both the owner and the contractor can

be found on the following page.

38

Kiski Area High School Cash Flow Allocation Chart

Activity ID Start End Schedule of Values 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33Name Date Date Values Divided Apr-03 May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-03 Dec-03 Jan-04 Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-05 May-05 Jun-05 Jul-05 Aug-05 Sep-05 Oct-05 Nov-05 Dec-05 TotalGeneral Conditions 3/31/2003 10/31/2005 $1,321,302 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $42,623 $1,321,302Asbestos Abatement 3/31/2003 7/15/2004 $264,378 - Building D 3/31/2003 4/4/2003 $30,000 $30,000 $30,000 - Building B 4/21/2003 4/25/2003 $20,000 $20,000 $20,000 - Building E 4/28/2003 5/2/2003 $36,309 $18,155 $18,154 $36,309 - Building F 5/5/2003 5/9/2003 $36,309 $36,309 $36,309 - Building C 7/11/2004 7/15/2004 $36,309 $36,309 $36,309 - Building A 7/5/2004 7/9/2004 $33,047 $33,047 $33,047 - Building G 5/12/2003 5/16/2003 $36,309 $36,309 $36,309 - Building H 4/7/2003 4/18/2003 $36,095 $36,095 $36,095Demolition 4/14/2003 6/27/2005 $486,998 - Building D 4/14/2003 4/18/2003 $136,998 $136,998 $136,998 - Building A 6/6/2004 6/15/2004 $50,000 $50,000 $50,000 - Building C 7/6/2004 7/27/2004 $50,000 $50,000 $50,000 - Building B 7/6/2004 7/12/2004 $50,000 $50,000 $50,000 - Building G 11/16/2004 11/25/2004 $50,000 $50,000 $50,000 - Building E 4/18/2005 5/4/2005 $50,000 $35,000 $15,000 $50,000 - Building F 6/20/2005 6/24/2005 $50,000 $50,000 $50,000 - Building H 6/7/2005 6/27/2005 $50,000 $50,000 $50,000Earthwork (1) 3/31/2003 6/20/2003 $1,045,512 - Site Sanitary 3/31/2003 5/9/2003 $348,504 $174,252 $174,252 $348,504 - Building N 4/21/2003 5/30/2003 $348,504 $116,168 $232,336 $348,504 - Building K 6/2/2003 6/20/2003 $348,504 $348,504 $348,504Concrete (2) 5/12/2003 7/29/2004 $1,258,790 - Building E 6/9/2003 6/13/2003 $100,000 $100,000 $100,000 - Building F 6/16/2003 6/20/2003 $100,000 $100,000 $100,000 - Building G 6/23/2003 6/27/2003 $100,000 $100,000 $100,000 - Building N 5/12/2003 11/7/2003 $429,395 $122,684 $61,342 $30,671 $61,342 $30,671 $61,342 $61,342 $429,395 - Building K 6/23/2003 11/21/2003 $429,395 $42,940 $85,879 $85,879 $85,879 $85,879 $42,940 $429,395 - Building A 7/16/2004 7/29/2004 $100,000 $100,000 $100,000Masonry (3) 7/31/2003 7/25/2005 $2,700,700 - Building N 11/17/2003 12/26/2003 $625,350 $312,675 $312,675 $625,350 - Building K 7/31/2003 1/9/2004 $625,350 $104,225 $104,225 $104,225 $104,225 $104,225 $104,225 $625,350 - Building A 8/11/2004 8/24/2004 $350,000 $350,000 $350,000 - Building C 7/28/2004 8/10/2004 $250,000 $125,000 $125,000 $250,000 - Building G 11/26/2004 12/16/2004 $200,000 $100,000 $100,000 $200,000 - Building E 5/5/2005 5/16/2005 $200,000 $200,000 $200,000 - Building F 6/27/2005 7/1/2005 $200,000 $200,000 $200,000 - Building H 6/28/2005 7/25/2005 $250,000 $125,000 $125,000 $250,000Structural Steel (4) 7/28/2003 1/27/2004 $1,141,875 - Building N 7/28/2003 9/12/2003 $700,000 $233,333 $233,333 $233,333 $700,000 - Building K 9/1/2003 1/27/2004 $441,875 $88,375 $88,375 $88,375 $88,375 $88,375 $441,875Carpentry (5) 5/12/2003 5/21/2004 $406,577 - Building N 5/12/2003 3/9/2004 $203,289 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $18,481 $203,289 - Building K 7/23/2003 6/21/2004 $203,288 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,941 $16,940 $203,288Thermal & Moisture Protection (6) 8/25/2003 2/10/2004 $1,204,471 - Building N 8/25/2003 10/3/2003 $602,236 $200,745 $200,745 $200,745 $602,236 - Building K 1/28/2004 2/10/2004 $602,235 $301,118 $301,117 $602,235Steel Doors and Frames (7) 3/22/2004 9/29/2005 $601,525 - Building N 3/22/2004 4/16/2004 $180,763 $90,382 $90,382 $180,763 - Building K 5/2/2004 5/21/2004 $180,762 $180,762 $180,762 - Building E 6/16/2005 6/29/2005 $80,000 $40,000 $40,000 $80,000 - Building F 7/27/2005 8/2/2005 $80,000 $40,000 $40,000 $80,000 - Building H 9/20/2005 9/29/2005 $80,000 $80,000 $80,000Aluminum Entrances and Windows (8) 12/15/2003 6/17/2005 $2,274,361 - Building N 12/15/2003 1/9/2004 $787,181 $393,591 $393,590 $787,181 - Building K 1/28/2004 2/17/2004 $787,180 $393,590 $393,590 $787,180 - Building E 4/4/2005 4/8/2005 $350,000 $350,000 $350,000 - Building F 6/14/2005 6/17/2005 $350,000 $350,000 $350,000Gypsum Drywall Systems (9) 1/12/2004 8/15/2005 $2,193,488 - Building N 1/12/2004 1/30/2004 $396,744 $396,744 $396,744 - Building K 7/23/2004 8/3/2004 $396,744 $264,496 $132,248 $396,744 - Building A 8/25/2004 9/7/2004 $200,000 $100,000 $100,000 $200,000 - Building C 8/25/2004 9/7/2004 $200,000 $100,000 $100,000 $200,000 - Building B 8/4/2004 8/13/2004 $200,000 $200,000 $200,000 - Building G 12/17/2004 1/6/2005 $200,000 $133,333 $66,667 $200,000 - Building E 5/26/2005 6/1/2005 $200,000 $200,000 $200,000 - Building F 7/4/2005 7/8/2005 $200,000 $200,000 $200,000 - Building H 7/26/2005 8/15/2005 $200,000 $100,000 $100,000 $200,000Flooring (10) 3/22/2004 10/17/2005 $1,538,120 - Building N 3/22/2004 4/16/2004 $244,060 $122,030 $122,030 $244,060 - Building K 8/13/2004 8/19/2004 $244,060 $244,060 $244,060 - Building A 10/15/2004 10/28/2004 $150,000 $150,000 $150,000 - Building C 10/18/2004 10/29/2004 $150,000 $150,000 $150,000 - Building B 8/17/2004 8/23/2004 $150,000 $150,000 $150,000 - Building G 2/18/2005 3/15/2005 $150,000 $75,000 $75,000 $150,000 - Building E 7/17/2005 7/27/2005 $150,000 $150,000 $150,000 - Building F 8/3/2005 8/9/2005 $150,000 $150,000 $150,000 - Building H 9/30/2005 10/17/2005 $150,000 $75,000 $75,000 $150,000Painting 1/19/2004 9/5/2005 $341,631 - Building N 1/19/2004 2/13/2004 $65,817 $32,909 $32,908 $65,817 - Building K 8/4/2004 8/17//2004 $65,817 $65,817 $65,817 - Building A 9/1/2004 9/16/2004 $30,000 $30,000 $30,000 - Building C 9/8/2004 9/21/2004 $30,000 $30,000 $30,000 - Building B 8/6/2004 8/16/2004 $30,000 $30,000 $30,000 - Building G 1/7/2005 2/3/2005 $30,000 $20,000 $10,000 $30,000 - Building E 6/2/2005 6/10/2005 $30,000 $30,000 $30,000 - Building F 7/11/2005 7/15/2005 $30,000 $30,000 $30,000 - Building H 8/16/2005 9/5/2005 $30,000 $20,000 $10,000 $30,000Specialties (11) 2/4/2004 9/16/2005 $718,017 - Building N 2/16/2004 3/19/2004 $149,010 $74,505 $74,505 $149,010 - Building K 3/15/2004 4/23/2004 $149,007 $74,504 $74,503 $149,007 - Building A 10/1/2004 10/28/2004 $70,000 $70,000 $70,000 - Building C 9/22/2004 10/15/2004 $70,000 $35,000 $35,000 $70,000 - Building G 2/4/2004 2/17/2004 $70,000 $70,000 $70,000 - Building E 6/13/2005 6/29/2005 $70,000 $70,000 $70,000 - Building F 7/18/2005 7/26/2005 $70,000 $70,000 $70,000 - Building H 9/6/2005 9/16/2005 $70,000 $70,000 $70,000Equipment (12) 2/4/2004 9/16/2005 $894,725 - Building N 2/16/2004 3/19/2004 $177,363 $88,682 $88,681 $177,363 - Building K 3/15/2004 4/23/2004 $177,362 $88,681 $88,681 $177,362 - Building A 10/1/2004 10/28/2004 $90,000 $90,000 $90,000 - Building C 9/22/2004 10/15/2004 $90,000 $45,000 $45,000 $90,000 - Building G 2/4/2004 2/17/2004 $90,000 $90,000 $90,000 - Building E 6/13/2005 6/29/2005 $90,000 $90,000 $90,000 - Building F 7/18/2005 7/26/2005 $90,000 $90,000 $90,000 - Building H 9/6/2005 9/16/2005 $90,000 $90,000 $90,000Cabinetry 2/4/2004 9/16/2005 $1,060,356 - Building N 2/16/2004 3/19/2004 $170,178 $85,089 $85,089 $170,178 - Building K 3/15/2004 4/23/2004 $170,178 $56,726 $56,726 $56,726 $170,178 - Building A 10/1/2004 10/28/2004 $120,000 $120,000 $120,000 - Building C 9/22/2004 10/15/2004 $120,000 $60,000 $60,000 $120,000 - Building G 2/4/2004 2/17/2004 $120,000 $120,000 $120,000 - Building E 6/13/2005 6/29/2005 $120,000 $120,000 $120,000 - Building F 7/18/2005 7/26/2005 $120,000 $120,000 $120,000 - Building H 9/6/2005 9/16/2005 $120,000 $120,000 $120,000Library Furniture 2/16/2004 3/19/2004 $131,500 - Building N 2/16/2004 3/19/2004 $131,500 $65,750 $65,750 $131,500Bleachers 8/6/2004 10/14/2004 $148,200 - Building A 10/8/2004 10/14/2004 $50,000 $50,000 $50,000 - Building K 8/6/2004 8/12/2004 $98,200 $98,200 $98,200Furnishings (13) 5/15/2004 9/16/2005 $145,048 - Building N 5/15/2004 6/12/2004 $30,524 $15,262 $15,262 $30,524 - Building K 5/22/2004 6/10/2004 $30,524 $15,262 $15,262 $30,524 - Building A 10/8/2004 10/28/2004 $12,000 $12,000 $12,000 - Building C 9/22/2004 10/15/2004 $12,000 $6,000 $6,000 $12,000 - Building B 8/23/2004 8/27/2004 $12,000 $12,000 $12,000 - Building G 2/4/2005 2/17/2005 $12,000 $12,000 $12,000 - Building E 6/13/2005 6/29/2005 $12,000 $12,000 $12,000 - Building F 7/18/2005 7/26/2005 $12,000 $12,000 $12,000 - Building H 9/6/2005 9/16/2005 $12,000 $12,000 $12,000Prefabricated Greenhouse 12/15/2003 1/9/2004 $98,709 - Building N 12/15/2003 1/9/2004 $98,709 $49,355 $49,354 $98,709Elevators 1/10/2004 3/5/2004 $63,000 - Building N 1/10/2004 1/25/2004 $31,500 $31,500 $31,500 - Building K 4/18/2004 5/5/2004 $31,500 $21,000 $10,500 $31,500HVAC 9/29/2003 9/20/2004 $5,516,063 - Building N 9/29/2003 4/6/2004 $1,408,031 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $1,408,032 - Building K 10/20/2003 5/20/2004 $1,408,032 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $176,004 $1,408,032 - Building A 7/30/2004 8/10/2004 $900,000 $300,000 $600,000 $900,000 - Building C 7/28/2004 9/20/2004 $900,000 $300,000 $300,000 $300,000 $900,000 - Building B 7/13/2004 8/13/2004 $900,000 $300,000 $300,000 $300,000 $900,000Plumbing 9/29/2003 12/6/2004 $2,024,700 - Building N 9/29/2003 11/26/2003 $412,350 $137,450 $137,450 $137,450 $412,350 - Building K 10/20/2003 11/7/2003 $412,350 $274,900 $137,450 $412,350 - Building A 8/11/2004 8/24/2004 $300,000 $300,000 $300,000 - Building C 7/28/2004 8/10/2004 $300,000 $100,000 $200,000 $300,000 - Building B 7/23/2004 8/3/2004 $300,000 $200,000 $100,000 $300,000 - Building G 11/26/2004 12/16/2004 $300,000 $150,000 $150,000 $300,000Fire Protection 8/25/2003 9/12/2003 $236,678 - Building N 8/25/2003 9/12/2003 $236,678 $118,339 $118,339 $236,678Electrical 9/29/2003 8/15/2005 $4,155,746 - Building N 9/29/2003 2/20/2004 $677,873 $112,979 $112,979 $112,979 $112,979 $112,979 $112,979 $677,873 - Building K 10/20/2004 3/18/2004 $677,873 $112,979 $112,979 $112,979 $112,979 $112,979 $112,979 $677,873 - Building A 8/11/2004 9/30/2004 $400,000 $200,000 $200,000 $400,000 - Building C 7/11/2004 8/9/2004 $400,000 $300,000 $100,000 $400,000 - Building B 6/23/2004 7/13/2004 $400,000 $200,000 $200,000 $400,000 - Building G 11/26/2004 1/25/2005 $400,000 $133,333 $133,333 $133,333 $400,000 - Building E 5/5/2005 6/1/2005 $400,000 $400,000 $400,000 - Building F 6/27/2005 7/8/2005 $400,000 $200,000 $200,000 $400,000 - Building H 6/28/2005 8/15/2005 $400,000 $133,333 $133,333 $133,333 $400,000

Total $31,972,470

Monthly Total $538,196 $680,934 $850,198 $427,928 $881,908 $1,366,045 $1,608,926 $1,540,467 $1,604,230 $2,053,824 $1,584,060 $1,682,968 $1,258,483 $514,079 $640,087 $2,481,475 $3,829,948 $1,028,623 $830,623 $475,956 $579,289 $252,623 $129,623 $117,623 $427,623 $857,623 $1,472,956 $1,272,956 $445,956 $419,623 $117,623 $0 $0 $31,972,471Cum. Total $538,196 $1,219,129 $2,069,328 $2,497,255 $3,379,163 $4,745,208 $6,354,134 $7,894,600 $9,498,830 $11,552,655 $13,136,715 $14,819,683 $16,078,166 $16,592,245 $17,232,332 $19,713,807 $23,543,754 $24,572,377 $25,403,000 $25,878,955 $26,458,245 $26,710,867 $26,840,490 $26,958,113 $27,385,735 $28,243,358 $29,716,314 $30,989,270 $31,435,226 $31,854,849 $31,972,471 $31,972,471 $31,972,471Retainage $53,820 $68,093 $85,020 $42,793 $88,191 $136,604 $160,893 $154,047 $160,423 $205,382 $158,406 $168,297 $125,848 $51,408 $64,009 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,723,233 Full Retainage

Payment Request $0 $484,376 $612,840 $765,178 $385,135 $793,717 $1,229,440 $1,448,034 $1,386,420 $1,443,807 $1,848,442 $1,425,654 $1,514,671 $1,132,635 $462,671 $576,078 $2,481,475 $3,829,948 $1,028,623 $830,623 $475,956 $579,289 $252,623 $129,623 $117,623 $427,623 $857,623 $1,472,956 $1,272,956 $445,956 $419,623 $1,840,856 $0 $31,972,471Payment Received $0 $0 $484,376 $612,840 $765,178 $385,135 $793,717 $1,229,440 $1,448,034 $1,386,420 $1,443,807 $1,848,442 $1,425,654 $1,514,671 $1,132,635 $462,671 $576,078 $2,481,475 $3,829,948 $1,028,623 $830,623 $475,956 $579,289 $252,623 $129,623 $117,623 $427,623 $857,623 $1,472,956 $1,272,956 $445,956 $419,623 $1,840,856 $31,972,471Cumulative Received $0 $0 $484,376 $1,097,216 $1,862,395 $2,247,530 $3,041,247 $4,270,687 $5,718,720 $7,105,140 $8,548,947 $10,397,389 $11,823,043 $13,337,715 $14,470,349 $14,933,021 $15,509,099 $17,990,573 $21,820,521 $22,849,144 $23,679,766 $24,155,722 $24,735,012 $24,987,634 $25,117,257 $25,234,880 $25,662,502 $26,520,125 $27,993,081 $29,266,037 $29,711,993 $30,131,615 $31,972,471

Contractor Financed $538,196 $1,219,129 $1,584,951 $1,400,039 $1,516,768 $2,497,678 $3,312,887 $3,623,913 $3,780,110 $4,447,514 $4,587,768 $4,422,294 $4,255,122 $3,254,531 $2,761,983 $4,780,786 $8,034,655 $6,581,803 $3,582,478 $3,029,812 $2,778,478 $2,555,145 $2,105,478 $1,970,478 $2,268,478 $3,008,478 $4,053,812 $4,469,145 $3,442,145 $2,588,812 $2,260,478 $1,840,856 $0Interest Cost $4,036 $9,143 $11,887 $10,500 $11,376 $18,733 $24,847 $27,179 $28,351 $33,356 $34,408 $33,167 $31,913 $24,409 $20,715 $35,856 $60,260 $49,364 $26,869 $22,724 $20,839 $19,164 $15,791 $14,779 $17,014 $22,564 $30,404 $33,519 $25,816 $19,416 $16,954 $13,806 $0 $769,157 Total Interest Cost

Notes:(1) - Includes Earthwork & Site Utilties/ Sanitary and Storm, Caissons, Asphalt Paving, Unit Pavers, Chain Link Fences Ornamental Picket Fences, and Landscaping(2) - Includes CIP Concrete, Concrete Reinforcing, Concrete Material, and Concrete Toppings (3) - Includes Unit Masonry, Masonry Restoration, and Glass Unit Masonry(4) - Includes Structural Steel, Steel Joists, Steel Deck, Metal Fabrications, Gratings, and Pipe and Tube Railings(5) - Includes Rough Carpentry and Finish Carpentry & Architectural Woodwork(6) - Includes Exterior and Interior Waterproofing, Metal Wall Panels, Bituminous Sheet Roofing, Sheet Metal and Flashing, Roof Accessories and Plastic Unit Skylights(7) - Includes Door Hardware, Flush Wood Doors, Plastic Faced Doors, Floor & Ceiling Hatches, and Overhead Coiling Doors(8) - Includes Glass and Glazing, Mirrored Glass, and Glazed Aluminum Curtainwall(9) - Includes Plaster, Portland Cement Plaster, Suspended ACT, Reflecting Acoustic Panels, and Linear Metal Ceilings(10) - Includes Athletic Flooring, Wood Flooring, Resilient Flooring, Carpet, and Tile(11) - Includes Visual Display Boards, Metal Toilet Partitions, Cubicle Curtains and Track, Louver and Vents, Flagpoles, Directories and Bulletin Boards, Signage, Scoreboards, Lockers,

and Toilet and Bath Accessories(12) - Includes Stage Curtains, Projection Screens, Loading Dock Equipment, Food Service Equipment, Unit Kitchen, Athletic Equipment, and Wrestling Mats(13) - Metal Shelving, Shades, Horizontal Louver Blinds, Drapery, Floor Mats and Frames

Assumptions:Retainage=10% for the first 50% of contract valueBilling date is the first day of each month (end of the month)Payment terms are 30 days after billing date Contractor financed amount is the difference between the cumulative total costs and the cumulative total payments receivedInterest cost is 0.75% per month on contractor financed amountFull retainage payment is made with last payment

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Owner vs. Contractor Payment "S" Curve

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kiski area high school

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