AMENDMENT TO CONSTRUCTION CONTRACTS ENTERED INTO BY AND BETWEEN RIVER VENTURES, LLC AND BOVIS LEND LEASE, INC.
Exhibit 10.215
AMENDMENT TO CONSTRUCTION CONTRACTS ENTERED INTO
BY AND BETWEEN RIVER VENTURES, LLC AND BOVIS LEND LEASE, INC.
THIS AMENDMENT is executed and entered into as of February 15, 2006 by and between RIVER VENTURES, LLC, a North Carolina limited liability company (“Owner”) and BOVIS LEND LEASE, INC., a Florida corporation (“Construction Manager”).
WITNESSETH:
WHEREAS, Owner and Construction Manager have entered into the following contracts: (i) AIA Document A121CMc – 2003 Standard Form of Agreement Between Owner and Construction Manager dated August 30, 2005 along with AIA Document A201 (1997) General Conditions for the construction of the sitework, subsurface and foundation work for a new headquarters building (“Building”) for the benefit of Pharmaceutical Product Development, Inc., parent company and guarantor of Owner, and amended by Amendment No. 1 (“Sitework Contract”); (ii) AIA Document A121CMc – 2003 Standard Form of Agreement Between Owner and Construction Manager dated August 30, 2005 along with AIA Document A201 (1997) General Conditions for the construction of the shell building and parking structure for the Building (“Shell Contract”); (iii) AIA Document A121CMc – 2003 Standard Form of Agreement Between Owner and Construction Manager dated August 30, 2005 along with AIA Document A201 (1997) General Conditions for the construction of the upfit for the Building (“Upfit Contract”); and
WHEREAS, Owner and Construction Manager want to amend the Upfit Contract to incorporate the terms and conditions of the Sitework Contract and the Shell Contract to create one (1) set of Contract Documents and one (1) Guaranteed Maximum Price (“GMP”) for the Building project.
NOW, THEREFORE, for good and valuable consideration contained herein, the exchange, receipt and sufficiency of which are acknowledged, the parties agree as follows:
1. All the terms and conditions contained in the Sitework Contract and the Shell Contract are hereby incorporated into and made a part of the Upfit Contract. The AIA Document A121CMc part of the above consolidated contracts is referred to as the “A121 Contract” and the AIA Document A201 part is referred to as the “General Conditions”. The A121 Contract and the General Conditions is collectively referred to as the “Contract”. To the extent any of the terms and conditions of the Sitework Contract, the Shell Contract and the Upfit Contract conflict, the terms and conditions of the Upfit Contract will govern.
2. The first sentence of Section 5.2.4 of the A121 Contract is hereby deleted and replaced with the following:
“If Substantial Completion of the Project is not completed by February 27, 2007 (“SC Date”), as such date is adjusted pursuant to this Agreement, due to delays which are the responsibility of the Contractor hereunder, Owner shall be entitled to Liquidated Damages in the amount of $5,100.00 per day that the date of Substantial Completion of the Project exceeds the SC Date, as adjusted.”
3. A new Section 2.3.2.8 is added to the Contract as follows:
“Owner will be permitted to perform its Work to the Building pursuant to the Schedule and times detailed on the Master Construction Schedule (currently dated December 2, 2005), as such Schedule is amended in the future.”
4. All other terms and conditions in the Contract will remain in full force and effect.
5. All warranties, guarantees or other time related matters or issues shall be established and determined by the Date of Substantial Completion of the Work or in the case of any partial Certificate of Substantial Completion of a portion of the Work, warranties shall commence on the Date of Substantial Completion for that portion of the Work deemed to be Substantially Complete.
6. Section 9.8.1 of the General Conditions is hereby deleted and replaced with the following:
“Substantial Completion of the Project shall be achieved when Contractor receives approved final inspections for any and all required permits on all Work to be performed by Contractor to complete the Project under the Contract Documents. Notwithstanding the above, where the Contractor’s receipt of an approved final inspection is delayed because a building inspector fails to perform a final inspection within three (3) business days after receiving proper notice from Contractor that the Work or a portion of the Work is ready for final inspection, the Contract Time and SC Date will be extended by the number of days between the end of the above 3 business day period and when the building inspector performs the relevant final inspection.”
7. The Brownfields Agreement date of “May 4, 2005” in the second sentence of Section 10.7.1 of the General Conditions is hereby deleted and replaced with “December 9, 2005” and a new Exhibit B consisting of the December 9, 2005 Brownfields Agreement is attached hereto and incorporated herein by reference.
8. Amendment No. 1 dated August 12, 2005 is hereby revised to delete the sitework GMP and the attached GMP is incorporated herein by reference as Exhibit 1 and represents the complete and total GMP for the Project.
[The Next Page is the Signature Page]
IN WITNESS WHEREOF, the parties hereto have caused this Amendment to be executed by their respective officers thereunto duly authorized as of the day and the year first above written.
| RIVER VENTURES, LLC | ||
| By: |
PPD GP, LLC, | |
| Its Manager | ||
| By: |
| |
| Name: |
||
| Title: |
||
| BOVIS LEND LEASE, INC. | ||
| By: |
| |
| Name: |
||
| Title: |
||
Foundation GMP Update
PPD Headquarters Building
Wilmington, NC
August 11, 2005
PPD Corporate Headquarters
Foundation GMP Update
Wilmington, NC
Foundation GMP Update
Bovis Lend Lease is pleased to present the update to the Foundation GMP for the PPD Headquarters Building in Wilmington, NC. The update is based on our GMP submittal of April 28, 2005 and the additional clarifications presented in this document.
The revised GMP cost is $10,629,592 or $91.24/sf is based upon 116,506sf of Parking Deck. The cost difference between this GMP update and the April submission are the Pending Change Orders to date that we were requested to incorporate. These include increases for foundation redesign and rock excavation as well as deducts for dewatering, retaining walls, imported fill, and the subdrainage system. See the attached estimate and recap for further detail.
This update includes a deduct of $240,000 for the retaining wall allowance. That scope of work is in the Core and Shell GMP but the credit has been included within this foundation update to stay consistent with discussions at the jobsite. If this credit becomes part of the Foundation GMP, there will be no credit for it under the Core and Shell GMP.
| Project Name: | PPD HEADQUARTERS BUILDING | Date: | August 11, 2005 | |||
| Location: | Wilmington, NC | S. F. Project Area: | 116,506 | |||
| Foundation GMP Update | Project Number: | 24401100 | ||||
| Estimate No | 3 |
| CSI DIVISION |
DESCRIPTION |
Current Projected Cost |
COST/ SQFT |
% of Total |
|||||||||||
| 02 |
Site Work | $ | 4,417,947 | $ | 37.92 | 41.56 | % | ||||||||
| 03 |
Concrete | $ | 4,350,720 | $ | 37.34 | 40.93 | % | ||||||||
| 04 |
Masonry | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 05 |
Metals | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 06 |
▇▇▇▇▇ & Plastics | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 07 |
Thermal & Moisture Protection | $ | 168,872 | $ | 1.45 | 1.59 | % | ||||||||
| 08 |
Doors and Windows | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 09 |
Finishes | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 10 |
Specialties | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 11 |
Equipment | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 12 |
Furnishings | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 13 |
Special Construction | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 14 |
Conveying | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| 15 |
Mechanical Systems | $ | 124,720 | $ | 1.07 | 1.17 | % | ||||||||
| 16 |
Electrical Systems | $ | 111,510 | $ | 0.96 | 1.05 | % | ||||||||
| $ | 0 | $ | 0.00 | 0.00 | % | ||||||||||
| Total Direct Cost |
$ | 9,173,769 | $ | 78.74 | 86.30 | % | |||||||||
| Subtotal |
$ | 9,173,769 | $ | 78.74 | 86.30 | % | |||||||||
| General Conditions |
$ | 750,000 | $ | 6.44 | 7.06 | % | |||||||||
| Design Fees- By Owner |
$ | 0 | $ | 0.00 | 0.00 | % | |||||||||
| City Building Permit -Allowance |
$ | 66,000 | $ | 0.57 | 0.62 | % | |||||||||
| Escalation |
$ | 0.00 | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| Project Contingency |
$ | 249,821 | $ | 2.14 | 2.35 | % | |||||||||
| General Liability Insurance |
1.230 | % | $ | 130,744 | $ | 1.12 | 1.23 | % | |||||||
| Builder’s Risk Insurance-By Owner |
0 | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| Subtotal |
$ | 10,370,334 | $ | 89.01 | 97.56 | % | |||||||||
| Fee |
2.500 | % | $ | 259,258 | $ | 2.23 | 2.44 | % | |||||||
| Preconstruction |
L.S | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| Bond- Not Required |
0.00 | % | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| Total Building Construction Budget Amount |
$ | 10,629,592 | $ | 91.24 | 100.00 | % | |||||||||
PPD HEADQUARTERS BUILDING
| Foundation GMP Update |
8/10/2005 |
| Total |
|||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount |
|||||||||
| 01 Foundation GMP | |||||||||||||
| 02000 SITEWORK & DEMOLITION | |||||||||||||
| 02160 | Excav Support Systems |
||||||||||||
| — | Excavation sheeting system-Cape Fear | 1.00 | all | 309,000.00 | /all | 309,000 | |||||||
| Excav Support Systems |
|||||||||||||
| 309,000 | |||||||||||||
| 02220 | Bulk Excavation |
||||||||||||
| — | Building Excavation-Cape Fear | 1.00 | sub | 1,019,341.00 | /sub | 1,019,341 | |||||||
| — | Paving | ||||||||||||
| — | Fill at building-Cape Fear Paving | 0.00 | cy | ||||||||||
| — | Laydown Area for Staging | 1.00 | Is | 103,000.00 | /ls | 103,000 | |||||||
| — | Site Layout & Certification | 1.00 | Is | 82,400.00 | /Is | 82,400 | |||||||
| — | Reduce amount of offsite fill | -1.00 | Is | 420,000.00 | /ls | (420,000 | ) | ||||||
| — | Rock Excavation | 1.00 | cy | 1.00 | /cy | 1 | |||||||
| — | Cape Fear Paving |
4,200.00 | cy | 44.25 | /cy | 185,850 | |||||||
| — | East Coast Drilling |
4,200.00 | cy | 29.10 | /cy | 122,220 | |||||||
| — | BLL Equipment and Labor |
1.00 | Is | 22,000.00 | /ls | 22,000 | |||||||
| BulkExcavation |
1,114,812 | ||||||||||||
| 02241 | Dewatering |
||||||||||||
| ob02 | Dewatering Allowance | 896,100 | |||||||||||
| — | Reduce dewatering allowance | (357,000 | ) | ||||||||||
| Dewatering |
539,100 | ||||||||||||
| 1.374 Labor Hours |
|||||||||||||
| 0.46 Equipment Hours |
|||||||||||||
| 02280 | Soil Treatment |
76,910.00 | sqft | ||||||||||
| 010 | Soil Termite Treatment by Concrete Sub | ||||||||||||
| 76.91 Labor Hours |
|||||||||||||
| 02290 | Foundation Redesign |
||||||||||||
| — | Stone fill | 10,400.00 | ton | 24.75 | /ton | 257,400 | |||||||
| — | Lean Concrete | 3,300.00 | cy | 134.45 | /cy | 443,685 | |||||||
| — | Concrete revisions to foundation | 1.00 | Is | 921,560.00 | /Is | 921,560 | |||||||
| — | CMU at waterproofing | 30,300.00 | sf | 19.30 | /sf | 584,790 | |||||||
| — | Waterproofing | 106,000.00 | sf | 4.60 | /sf | 487,600 | |||||||
| Foundation Redesign |
2,695,035 | ||||||||||||
| 02580 | Pavement Marking | 0.00 | Each | ||||||||||
| — | Pavement Markings-Cape Fear | ||||||||||||
| Paving | |||||||||||||
| 02710 | Sub Drainage |
||||||||||||
| ob10 | Perimeter Drain 6” (delete) | 1,440.00 | Inft | ||||||||||
| Includes trench, gravel & filter fabric. |
|||||||||||||
| ob50 | 6” Under Slab Drain (delete) | 5,225.00 | If | ||||||||||
| Includes trench, gravel & filter fabric. |
|||||||||||||
| Sub Drainage |
|||||||||||||
| 646.941 LaborHours |
|||||||||||||
| 168.625 Equipment hours |
|||||||||||||
| 02838 | Retaining Walls |
||||||||||||
| Reduce retaining walls allowance | -1.00 | Is | 240,000.00 | /Is | (240,000 | ) | |||||||
| This is actually a Core and Shell item. |
|||||||||||||
| Retaining Walls |
|||||||||||||
| (240,000 | ) | ||||||||||||
PPD HEADQUARTERS BUILDING
| Foundation GMP Update |
8/10/2005 |
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| SITEWORK & DEMOLITION | 4,417,947 | |||||||||||
| 725,225 Labor hours |
||||||||||||
| 169,083 Equipment hours |
||||||||||||
| 3000 CONCRETE | ||||||||||||
| 03050 | Excavate for Concrete |
|||||||||||
| 010 | Wall Footing Excavation by Machine | 1,686.00 | cuyd | |||||||||
| 020 | Column Footing Excavation by Machine | 2,057.00 | cuyd | |||||||||
| 030 | Interior Backfill & Compact Footings | 3,500.00 | cuyd | |||||||||
| 055 | Fine Grade Mat Footings | 10,723.00 | sqft | |||||||||
| 055 | Fine Grade Wall Footings | 11,785.00 | sqft | |||||||||
| dew1 | ▇▇▇▇▇▇▇/Demuck Foundations | 1.00 | allo | 36,050.00 | /allo | 36,050 | ||||||
| Excavate for Concrete |
36,050 | |||||||||||
| 3,729.664 Labor hours |
||||||||||||
| 1,839.44 Equipment hours |
||||||||||||
| 03100 | Concrete Forms & Access |
|||||||||||
| 220 | Wall Footing Forms (4 Use) | 6,308.00 | sqft | |||||||||
| 255 | Column Footing Forms (4 Use) | 6,944.00 | sqft | |||||||||
| ▇▇▇ | ▇▇▇▇▇▇ ▇▇ Footing | 3,154.00 | lnft | |||||||||
| 626 | Wall Forms to 20’ (4 Use) | 34,996.00 | sqft | |||||||||
| 642 | Const Joints/ Bulkheads @ Walls | 151.00 | Inft | |||||||||
| 703 733 |
Edge Forms on Grade (6’) (3 use) SOG Bulkheads <12’ |
155.00 1,000.00 |
Inft Inft |
|||||||||
| 736 | Turn Down Slab Edge Form | 155.00 | lnft | |||||||||
| 739 | Screed Forms | 74,924.00 | sqft | |||||||||
| 804 | Column Forms (4 use) | 10,268.00 | sqft | |||||||||
| 840 | Column Forms - 42” dia. Tubes | 80.00 | loft | |||||||||
| 903 | Beam Forms (4 use) | 31,469.00 | sqft | |||||||||
| 905 | Beam Bottom Form - 3/4” Plywood | 17,427.00 | sqft | |||||||||
| 920 | Flat Slab Forms (4 use) | 66,591.00 | sqft | |||||||||
| 926 | Bulkhead Flat Slab Forms | 402.00 | lnft | |||||||||
| 940 | Elevated Edge Forms 8” | 1,736.00 | Infl | |||||||||
| 1120 | Topping Screeds | 66,591.00 | sqft | |||||||||
| Concrete Forms & Access |
||||||||||||
| 24,141.011 Labor hours |
||||||||||||
| 03200 | Concrete Reinforcement |
|||||||||||
| 010 | Rebar Column Footings | 116.00 | ton | |||||||||
| 010 | Rebar Wall Footings | 89.00 | ton | |||||||||
| 010 | RebarSOG | 5.00 | ton | |||||||||
| 010 | Grade8oupcharge | 15.00 | ton | |||||||||
| 010 | Rebar Column | 42.00 | ton | |||||||||
| 010 | RebarWalls | 61.00 | ton | |||||||||
| 010 | Rebar Beams | 229.00 | ton | |||||||||
| 010 | Rebar Elevated Slab | 50.00 | ton | |||||||||
| 028 | Welded wire mesh-6x6 - w2.9 x w2.9 #6 | 82,587.00 | sqft | |||||||||
| Concrete Reinforcement |
||||||||||||
| 13,348.454 Labor hours |
||||||||||||
| 03300 | Place Concrete |
|||||||||||
| 015 | Place Concrete Wall Footings | 1,636.00 | cuyd | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇ Footings | 1,971.00 | cuyd | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇ | 981.00 | cuyd | |||||||||
| 050 | Gravel/stone Fill Under Slab | 1,609. 00 | cuyd | |||||||||
| 065 | Fine Grade Slab-on-Grade Subgrade | 75,079.00 | sqft | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇ Grade | 1,609.00 | cuyd | |||||||||
PPD HEADQUARTERS BUILDING
| Foundation GMP Update |
8/10/2005 |
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
▇▇▇▇ ▇▇▇▇ |
▇▇▇▇▇▇ | ||||||||
| ▇▇▇▇▇ | Place Concrete |
|||||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇ Rectangular |
234.00 | cuyd | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇ |
1,311.00 | cuyd | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇ |
1,139.00 | cuyd | |||||||||
| 115 | Blow off/clean area to be poured |
66,591.00 | sqft | |||||||||
| 175 | Concrete Stairs Complete |
78.00 | each | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇ Grade Complete |
12.00 | each | |||||||||
| 180 | Metal Pan Stair Fill |
32.00 | each | |||||||||
| Place Concrete |
||||||||||||
| 11,401.65 Labor hours |
||||||||||||
| 272.32 Equipment hours |
||||||||||||
| 03310 | CIP Conc (Isum unit cost) |
|||||||||||
| Cast in place Concrete Foundation |
1.00 | sub | 4,314,670.00 | /sub | 4,314,670 | |||||||
| CIP Conc (Isum unit cost) |
4,314,670 | |||||||||||
| 03345 | Concrete Finishing |
|||||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇ Finish SOG |
75,079.00 | sqft | |||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇ Finish Elevated Slab |
66,591.00 | sqft | |||||||||
| 904 | Rub and Patch Concrete |
100,000.00 | sqft | |||||||||
| 908 | Cure Concrete (curing compound) |
161,670.00 | nqft | |||||||||
| Concrete Finishing |
||||||||||||
| 6,373.40 Labor hours |
||||||||||||
| 03365 | Post-tensioned Concrete |
|||||||||||
| ▇▇▇ | ▇▇▇▇▇▇▇ ▇▇ Cables w/Support Bars (per sqft) |
66,591.00 | sqft | |||||||||
| 105 | Install PT Cables w/Pocket Patching (S/C per sqft) |
66,591.00 | sqft | |||||||||
| 03380 | Concrete Hoisting/Equip. |
|||||||||||
| ob05 | Concrete pump (per cuyd total) |
8,881.00 | cuyd | |||||||||
| obO5 | Crane Pads |
2.00 | each | |||||||||
| obO5 | Cranes |
4.00 | mnth | |||||||||
| ob15 | Concrete Equipment |
8,881.00 | cuyd | |||||||||
| shy Safety |
1.00 | Is | ||||||||||
| Concrete Hoisting/Equip. |
||||||||||||
| 8,887.00 Labor hours |
||||||||||||
| 8,887.00 Equipment hours |
||||||||||||
| 03385 | Concrete Mgmnt. & Lay-out |
|||||||||||
| 10 | Field Engineer |
17.00 | week | |||||||||
| 20 | ▇▇▇▇▇▇ |
17.00 | week | |||||||||
| 30 | Lay-out Crew (L&E) |
17.00 | week | |||||||||
| 40 | Concrete ▇▇▇▇▇▇▇ |
17.00 | week | |||||||||
| 50 | Assistant Project Manager |
17.00 | week | |||||||||
| 60 | Assistant Superintendent |
17.00 | week | |||||||||
| Concrete Mgmnt. & Lay-out |
||||||||||||
| 4,760.00 Labor hours |
||||||||||||
| 680.00 Equipment hours |
||||||||||||
| 03390 | Ready-mix Concrete |
|||||||||||
| 40rg | 5,000 psi regular weight Footings |
3,607.00 | cuyd | |||||||||
| 40rg | 4,000 psi regular weight SOG |
1,609.00 | cuyd | |||||||||
| 40rg | 4,000 psi regular weight Walls |
981.00 | cuyd | |||||||||
| 70rg | 8,000 psi regular weight -Columns |
234.00 | cuyd | |||||||||
| 70rg | 5,000 psi regular weight Elevated Slab |
1,139.00 | cuyd | |||||||||
| add | Admixtures |
8,881.00 | cuyd | |||||||||
| 03395 | Misc Concrete Access. |
|||||||||||
| a005 | Vapor Barrier 6 Mil Poly |
75,079.00 | sqft | |||||||||
PPD HEADQUARTERS BUILDING
| Foundation GMP Update |
8/10/2005 |
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 03395 | Misc. Concrete Access. |
|||||||||||
| a040 | Waterstop - Rubber - 8” | 2,914.00 | Inft | |||||||||
| a075 | Expansion Joint 1/2 x 6’ | 4,000.00 | Inft | |||||||||
| Misc. Concrete Access. | ||||||||||||
| 561.163 Labor hours |
||||||||||||
| CONCRETE | 4,350,720 | |||||||||||
| 73,202.34 Labor hours |
||||||||||||
| 11,678.76 Equipment hours |
||||||||||||
| 7000 MOISTURE PROTECTION | ||||||||||||
| 07100 | Dampproof & Waterproof |
|||||||||||
| Waterproof Foundation WaIls | 1.00 | SUB | 168,872.00 | /SUB | 168,872 | |||||||
| Dampproof & Waterproof |
168 872 | |||||||||||
| MOISTURE PROTECTION | 168,872 | |||||||||||
| 15000 MECHANICAL | ||||||||||||
| 15400 | Plumbing |
|||||||||||
| — | Plumbing Systems Rough in Garage | 116,328.00 | sqft | 1.072 | /sqft | 124,720 | ||||||
| Plumbing |
124,720 | |||||||||||
| 116,328.00 Labor hours |
||||||||||||
| MECHANICAL | 124,720 | |||||||||||
| 116,328.00 Labor hours |
||||||||||||
| 16000 ELECTRICAL | ||||||||||||
| 16100 |
Electrical |
|||||||||||
| — | Electrical Systems Rough In Garage | 116,328.00 | sqft | 0.96 | /sqft | 111,510 | ||||||
| Electrical |
111,510 | |||||||||||
| 116,328.00 Labor hours |
||||||||||||
| ELECTRICAL | 111,510 | |||||||||||
| 116,328.00 Labor hours |
||||||||||||
| 01 Foundation GMP |
9,173,769 | |||||||||||
| 306,583.563 Labor hours |
||||||||||||
| 11,847.84 Equipment hours |
||||||||||||
| Project Name: | PPD Headquarters Building | Date: August 11, 2005 | ||||
| Location: | Wilmington, NC | S.F. Project Area: 116,506 | ||||
| Foundation GMP Update | Project Number: 24401100 | |||||
| Estimate No | ||||||
| Est. No. | Est. No. | |||||
| 3 | 2 | |||||
| CSI DIVISION |
DESCRIPTION |
Current Projected Total |
Previous Total GMP |
Difference |
||||||||
| 02 |
Site Work | $ | 4,417,947 | $ | 2,522,200 | $ | (1,895,747 | ) | ||||
| 03 |
Concrete | $ | 4,350,720 | $ | 4,350,720 | $ | 0 | |||||
| 04 |
Masonry | $ | 0 | $ | 0 | $ | 0 | |||||
| 05 |
Metals | $ | 0 | $ | 0 | $ | 0 | |||||
| 06 |
▇▇▇▇▇ & Plastics | $ | 0 | $ | 0 | $ | 0 | |||||
| 07 |
Thermal & Moisture Protection | $ | 168,872 | $ | 168,872 | $ | 0 | |||||
| 08 |
Doors and Windows | $ | 0 | $ | 0 | $ | 0 | |||||
| 09 |
Finishes | $ | 0 | $ | 0 | $ | 0 | |||||
| 10 |
Specialties | $ | 0 | $ | 0 | $ | 0 | |||||
| 11 |
Equipment | $ | 0 | $ | 0 | $ | 0 | |||||
| 12 |
Furnishings | $ | 0 | $ | 0 | $ | 0 | |||||
| 13 |
Special Construction | $ | 0 | $ | 0 | $ | 0 | |||||
| 14 |
Conveying | $ | 0 | $ | 0 | $ | 0 | |||||
| 15 |
Mechanical Systems | $ | 124,720 | $ | 124,720 | $ | 0 | |||||
| 16 |
Electrical | $ | 111,510 | $ | 111,510 | $ | 0 | |||||
| Construction Contingency | $ | 0 | $ | 0 | $ | 0 | ||||||
| Total Direct Cost | $ | 9,173,769 | $ | 7,278,022 | $ | (1,895,747 | ) | |||||
| Sub Total | $ | 9,173,769 | $ | 7,278,022 | $ | (1,895,747 | ) | |||||
| General Conditions | $ | 750,000 | $ | 750,000.00 | $ | 0 | ||||||
| Design Fees- By Owner | $ | 0 | $ | 0 | ||||||||
| City Balding Permit -Allowance | $ | 66,000 | $ | 66,000.00 | $ | 0 | ||||||
| Escalation | $ | 0 | $ | 0.00 | $ | 0 | ||||||
| Project Contingency | $ | 249,821 | $ | 253,627.00 | $ | 3806 | ||||||
| General Liability Insurance | $ | 130,744 | $ | 106,587.00 | $ | (24,157 | ) | |||||
| Builder’s Risk Insurance-By Owner | $ | 0 | $ | 0 | ||||||||
| Subtotal | $ | 10,370,334 | $ | 8,454,236 | $ | (1,916,098 | ) | |||||
| Fee | $ | 259,258 | $ | 211,356.00 | $ | (47,902 | ) | |||||
| Preconstruction | $ | 0 | $ | 0.00 | $ | 0 | ||||||
| Bond- Not Required | $ | 0 | $ | 0.00 | $ | 0 | ||||||
| Total Building Construction Budget Amount | $ | 10,629,592 | $ | 8,665,592 | $ | (1,964,000 | ) | |||||
FOUNDATION GMP
PPD HeadQuarter Building
Wilmington, NC
April 28, ▇▇▇▇
▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇▇
▇▇▇▇▇▇▇▇▇▇, ▇▇ Summaries and Priorities
Executive Summary
This GMP for the Foundation Package is the first of three GMP’s that will be produced to complete the project. It is based upon the Parking Deck CD documents dated April 14, 2005 and the qualifications presented in this GMP proposal. The GMP cost of $8,665,592 or $74.38/sf is based upon 116,506sf of Parking Deck including contingency. Scope not covered in this GMP will be pick-up in the Shell and Core or ▇▇▇▇▇▇▇ GMP’s.
Our GMP does not include any monies for cost impacts or delays incurred for soil and water issues encountered.
The Foundation GMP is a limited scope of work and is intended to only be for the following scope of work
Excavation and backfill required for foundation
Concrete foundation and elevated slab up to but not including elevation 37
Ebeds, raceways, under slab rough in required for foundation.
The foundation GMP does not include the following:
Site Work other than garage excavation for Phase 1 or 2
Unit Masonry
Metal Fabrication, Metal Stairs, Rails or Grating
Steel Doors or Frames
Overhead Coiling Grills
Door Hardware
Glazing
Parking Control Equipment
Loading Dock Equipment
Elevators
Louvers
Any work not noted as specially included herein
In additions to the GMP there are other funding requirements that will require us to be released prior to the completion of the 2nd GMP on the Core and Shell. We ask that we be permitted to commit to contracts for those scopes of work, in addition to the GMP.
| Foundation GMP |
8,665,592 | |
| Precast Purchase |
2,800,000 | |
| Long Lead Metals |
1,000,000 | |
| Elevators |
1,750,000 |
PPD Corporate HeadQuarters
Wilmington, NC Summaries and Priorities
| Glazing Purchase |
7,708,064 | ||
| Concrete Frame |
8,763,724 | ||
| Long Lead Mechanical Equipment |
2,000,000 | ||
| Long Lead Electrical Equipment |
750,000 | ||
| Total Requested funding |
$ | 33,437,380 |
Bovis Lend Lease recommends a thorough review of this document by the Project Team. We have developed a project schedule that establishes a 20 month duration for the project, with no weather delays assuming a phased bid package approach and a 40 hour work week.
PPD Corporate HeadQuarters
Wilmington, NC Basis of Estimate
General Clarifications
The following definition represents the basis of our estimate. The estimated costs were developed based upon the Space Programming Report and Document drawings prepared to date by ▇▇▇▇▇ Design Associates and ▇▇▇▇▇▇ Carry Inc. as indicated in the document log and the assumptions and clarifications updated under this section, along with project description and schedule data presented under other sections of this report.
1. Subcontractor bonds are included for all trades valued in excess of $100,000.
2. The pricing included does not anticipate any stoppage of construction work as a result of present PPD Operations. If interruptions in work are foreseeable with regards to interfacing with existing facilities or business decisions to perform only a portion of the
work, a separate allowance will need to be defined.
3. We have included a 3% design contingency in this analysis.
4. It is understood that since the documents are not yet complete, the Owner, Architect and Bovis will work together to monitor completion of the design, in accordance with the intent and scope of the documents that form the basis of the budget. Should an increase in the budget be indicated due to deviations from such intent and scope during document completion, Bovis will recommend possible economies in order to protect the budget from increasing. If these economies are not accepted, the budget shall be increased to cover the increased cost and the associated General Conditions and Fee.
5. Any economies accepted by the Owner will also be accepted by the Architect and will be incorporated into the construction drawings and specifications as if they were part of the original design.
6. The GMF line item costs include items of work that will be subcontracted, as well as Bovis’ reimbursable costs. No guarantee exists on any separate line, Savings in any line item may be transferred to cover possible overruns of other line items.
7. The GMP is based on the premise that the design will meet alt codes, laws, ordinances, rules, and regulations in effect at the time that the budget was prepared. The budget shall be adjusted should any discrepancies between design and the aforementioned codes, laws or ordinances result in, or require, an increase in the Cost of the Work.
8. No testing is included.
9. The budget does not include Builders Risk insurance. General Liability insurance is included. The cost of a Payment and Performance Bond from Bovis Lend Lease is not included.
10. The budget includes a 12-month warranty of all work that begins the date of the temporary certification of occupancy or date of first service of equipment which ever comes first. Any extended warranties required by the Specifications will be exclusively managed by and contracted between the manufacturer/subcontractor and the Owner.
11. This proposal is based on mutually agreeable contract terms.
12. Sales Tax is included.
13. The additional cost for schedule compression, out-of-sequence operations, wage premiums for non-standard working timeframes, and associated operations are not included in the individual Trade Budget Estimates.
PPD Corporate HeadQuarters
Wilmington, NC Basis of Estimate
14. We have included the Town of Wilmington Building Permit Fee. All other fees and escrows are excluded and assumed budgeted separately by PPD.
15. No Costs is included for parking fees, shuttles or any other requirements due to lack of parking during normal work hours.
16. The following costs are not included in our estimate:
| a. | Any Preconstruction costs |
| b. | Document Reproduction |
| c. | Security Systems |
| d. | FF&E |
| e. | Usage/Tap Fees |
| f. | Planning Fees |
| g. | Architectural Fees |
| h. | lmpact/Development Fees |
Allowances:
| 1. |
Dewatering | $ | 870,000 | ||
| 2. |
Excavation Support | $ | 300,000 | ||
| 3. |
Under slab piping | $ | 78,131 | ||
| 4. |
Utility Consumption | $ | 25,000 | ||
| 5. |
Building Permit | $ | 66,000 |
PPD Corporate HeadQuarters
Wilmington, NC Basis of Estimate
Assumptions and Clarifications
Building Area
| PPD |
||||||
| Mechanical |
6,073.00 | |||||
| 12 |
19,004.00 | |||||
| 11 |
18,868.00 | |||||
| 10 |
28,540.00 | |||||
| 9 |
28,540.00 | |||||
| 8 |
28,540.00 | |||||
| 7 |
28,540.00 | |||||
| 6 |
28,540.00 | |||||
| 5 |
28,540.00 | |||||
| 4 |
28,540.00 | |||||
| 3 |
32,176,00 | |||||
| 2 |
38,918.00 | |||||
| 1 |
61,231,00 | |||||
| P2 |
25,490.00 | 40,059.00 | ||||
| P1 |
— | 76,447.00 | ||||
| GSF Office Building |
401,540.00 | 116,506.00 | GSF Garage |
Site
1. The work included in this GMP is generally limited to Excavation of the Structure, Sheeting and Shoring of excavation, Concrete Frame to the top of the underside of elevation 37, Back fill of building, Mechanical & Electrical Sleeving, Mechanical and electrical path ways in concrete slab or under foundation slabs
2. We have not included electrical duct banks.
3. We have not included any work for Phase Two
4. Excavation will be shored to prevent cave in by sheeting and shoring.
5. Dewatering is included as an allowance.
6. Due to the uncertainty of the Phase two site work we are not including any keystone retaining walls on the south side of the building at this time.
7. We have included termite treatment for the slab on grade.
8. We do not include any handling, treatment, or disposal of characteristically hazardous material, soil, water etc. or unsuitable material.
9. We do not include excavation of rock, existing foundations, piping or other utility structures.
10. We have included 5,225lnft of under slab drainage piping for an allowance of $78,131. This piping is not shown on the drawings.
PPD Corporate HeadQuarters
Wilmington, NC Basis of Estimate
Concrete
1. We have assumed that concrete in the garage will not be architectural in nature and that the finish will be the natural finish that a grade b plywood will leave when the forms are pulled.(Class D Finish)
2. We have provided a floor finish of between F(F) 20 and F(L) 25 in lieu of 1/8” tolerance in10’-0” or similar forms of measure.
3. Curing of floor slabs will be with Kurex-DR VOX curing compound or equal in lieu of moisture cure.
4. Formwork is based on use of 23/32” thick SB exterior grade plywood
5. Rubbing cast-in-place concrete is excluded
6. In exposed ceiling areas we are grinding only the plywood seams.
7. We do not include the sealing of chamfered wall construction or control joints as Indicated on detail 4 on S0.1.
8. Our GMP is based on using wood formed pans.
9. Specification call for a class B finish on exposed concrete, pan slabs will be a Class D finish not class B.
10. We have not included precast embeds.
11. We have not included additional pricing for concrete referenced in email from Uzan and Case dated 4/25/05
Masonry
1. All masonry walls in the garage will be priced under the Core and Shell GMP.
Miscellaneous Metals
1. All metal stair will be priced under the Core and Shell GMP.
2. We have included cable rail at the garage area ramps.
▇▇▇▇▇ and Plastics
1. Not required.
Thermal and Moisture Protection
1. We have included a waterproofing system for the foundation walls.
2. No under slab waterproofing system is included. Section 5 & 6 on S0.2 are assumed to be in error.
Glass & Glazing
1. All Doom and Frames will be priced in the Core and Shell GMP
2. All glazing will be priced in the Core & Shell GMP.
PPD Corporate HeadQuarters
Wilmington, NC Basis of Estimate
3. Overhead coiling doors will be priced in the Core and Shell GMP.
Finishes
1. All Finishes will be priced in the Core And Shell GMP
2. Specialties
1. All specialties will be priced in the Core & Shell GMP.
Equipment
1. The parking gate and controller will be priced in the Core & Shell GMP.
2. Dock levelers will be priced in the Core & Shell GMP.
Furnishings
1. Not Required.
Conveying:
1. We assume the hydraulic elevator will be a hole less type not requiring a ▇▇▇▇ hole.
Mechanical:
1. We have included an allowance of $124,720 for all Plumbing, HVAC & Sprinkler sleeving or embedded in walls columns or slabs, no other work has been included
Electrical:
1. We have included an allowance of $111,510 electrical sleeving or conduit embedded in walls columns or slabs, no other work has been included.
Core and Shell 100% Document GMP with Scope Verification
PPD Headquarters Building
Wilmington, North Carolina
December 2, ▇▇▇▇
▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇
▇▇▇▇▇▇▇▇▇▇, ▇▇
Summaries and Priorities
Executive Summary
This GMP for the Core and Shell Package is based upon the 100% Shell/Core CD documents indicated in the log and the qualifications presented in this proposal.
The cost of $48,438,021 or $93.50/sf is based upon the contract documents and this submittal.
This submittal incorporates the Scope Verification process per our understanding of the Contract Documents.
The additional cost for schedule compression, impacts and delays incurred to date as well as cumulative future costs and impacts, out of sequence operations, wage premiums for non- standard working timeframes and associated operations and all other costs, and impacts, both direct and indirect are not included in this GMP. This pricing will be submitted as part of the tenant GMP package pricing even though it may apply to the Foundation GMP, Core and Shell GMP, or Tenant GMP packages. This is based on an agreement arrived at in a Bovis/PPD on site meeting on November 3, 2005.
Scope or pricing items not covered in this GMP will be incorporated in the final Tenant Fitup GMP.
We have removed escalation from our estimate. Our GMP pricing is based on getting full approval of our GMP and being able to purchase or subcontract no later than December 16, 2005. Our GMP may change after that date due to volatile market conditions.
This GMP cannot be read in isolation from the others since cost exposure is not covered here in total.
We have not included any project/design contingency. We recommend that the owner carry some type of contingency for potential scope changes that may occur at a later date.
Bovis Lend Lease recommends a thorough review of this document by the Project Team.
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
General Clarifications
The following definition represents the basis of our estimate. The estimated costs were developed based on documents prepared to date by ▇▇▇▇▇ Design Associates and ▇▇▇▇▇▇ Carry Inc. as indicated in the document log and the assumptions and clarifications updated under this section, along with project description and schedule data presented under other sections of this report.
| 1. | Subcontractor bonds are included for all trades valued in excess of $100,000. |
| 2. | The pricing included does not anticipate any stoppage of construction work as a result of present PPD Operations. If interruptions in the work occur with regards to interfacing with existing facilities or business decisions to perform only a portion of the work those costs will be addressed separately. |
| 3. | We have excluded all project design and local authority contingencies for this GMP. |
| 4. | Any economies accepted by the Owner will also be accepted by the Architect and will be incorporated into the construction drawings and specifications as if they were part of the original design. |
| 5. | The 100% Document GMP line item costs include items of work that will be subcontracted, as well as Bovis’ reimbursable costs. No guarantee exists on any separate line. Savings in any line item may be transferred to cover possible overruns of other line items. In addition the savings from the Foundation GMP, the Core and Shell GMP, and at a later date, the Tenant GMP can be applied to each other at the discretion of Bovis Lend Lease. |
| 6. | The 100% Document GMP is based on the premise that the design will meet all codes, laws, ordinances, rules, and regulations in effect at the time that the GMP was prepared. The GMP shall be adjusted should any discrepancies between design and the aforementioned codes, laws or ordinances result in, or require, an increase in the Cost of the Work. |
| 7. | The GMP does not include Builders Risk insurance or Performance and Payment Bond. General Liability insurance is included, |
| 8. | The GMP includes a 12-month warranty of all work that begins the date of the temporary certification of occupancy or date of first service of equipment which ever comes first. Any extended warranties required by the Specifications will be exclusively managed by and contracted between the manufacturer/subcontractor and the Owner. |
| 9. | Our GMP pricing is based on all approved submittals, even if these submittals conflict with the specifications or document requirements. |
| 10. | We take exception to Specification Section 15001 dated 10/3/2005 (100% MEP addendum). We intend to conform to industry standards respective to the submittal of materials and shop drawings. We anticipate review and return participation by the designer to allow execution of the work in accordance with the schedule and so as not to delay the progress of the work. |
| 11. | We will provide red-lined drawings only in lieu of CADD generated documents for as-builts. |
| 12. | Sales Tax is included. |
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
| 13. | The New Hanover County Building Permit Fee was included in the Foundation GMP of April 28, 2005. All other fees and escrows are excluded and assumed budgeted separately by PPD. |
| 14. | No Costs is included for parking fees, shuttles or any other requirements due to lack of parking during normal work hours. |
| 15. | We include the “incorporated” VE items as shown on the attached VE Log. The values are approximate and should be considered as “allowances”. These will be confirmed when documents reflecting the proposed changes are issued and priced. |
| 16. | PPD is responsible for employing the services of 3rd party companies to test, store, and remediate any potential hazardous water, solutions, soils, or any other hazardous/unsuitable materials found on the project site. This includes processing purchase orders and payments with said companies. |
| 17. | Bovis Lend Lease has contacted applicable, specialty companies, in good faith, under emergency response situations to remediate and handle unsuitable water, solution, soils, and materials on behalf of PPD; however, Bovis Lend Lease, Inc. does not direct, provide means/methods, supervision for any companies responding to remediation activities on site unless so directed by the Owner. In addition, Bovis Lend Lease, Inc. does not accept liability for any actions taken by any such company during the resolution of reference remediation activities. Any and all companies providing remediation or containment activities are considered direct hire companies by PPD, Inc., except for those that are already under agreement with Bovis, i.e. Cape Fear. |
| 18. | The following costs are not included in our estimate: |
| a. | Document Reproduction |
| b. | Any Preconstruction costs |
| c. | Security, NV, Data, or Telecommunications Systems |
| d. | FF&E |
| e. | Usage/Tap Fees |
| f. | Planning Fees |
| g. | Architectural Fees |
| h. | Impact/Development Fees |
| i. | Power consumption costs |
| j. | Parking lot lighting including conduit, wire, bases, poles, or lamps. |
| k. | We do not include any items not specifically shown or detailed on the drawings, except for the allowance items specifically noted within this document. |
| l. | All work shown on the Capping Plan as shown on the following drawings. C1 dated 6/22/2005, C2 dated 10/28/2005, C3 dated 6/6/2005, C4 dated 8/2/05, CS dated 8/2/2005, C6 dated 8/2/2005, and C7 dated 6/6/2005. |
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
| m. | Any items associated with the Tenant Fit-up |
| n. | Any items included in the Foundation GMP |
Allowances:
| 1. | Fountain equipment | $ | 100,000 | ||
| 2. | Site benches | $ | 32,960 | ||
| 3. | Bicycle racks | $ | 1,550 | ||
| 4. | Trash receptacles | $ | 4,200 | ||
| 5. | Tables with umbrellas | $ | 8,240 | ||
| 6. | Irrigation system | $ | 98,000 | ||
| 7. | Elevator cab finishes (6 cabs) | $ | 90,000 | ||
| 8. | Access doors | $ | 5,150 | ||
| 9. | Temporary building signage | $ | 7,500 | ||
| 10. | Parking Garage signage | $ | 15,000 | ||
| 11. | Window washing system | $ | 70,000 | ||
| 12. | V.E. Items Incorporated | |
see estimate for specifics | ||
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
Assumptions and Clarifications
Building Area-For Information Only
| PPD |
||||||
| Mechanical |
6,073.00 | |||||
| 12 |
19,004.00 | |||||
| 11 |
18,868.00 | |||||
| 10 |
28,540.00 | |||||
| 9 |
28,540.00 | |||||
| 8 |
28,540.00 | |||||
| 7 |
28,540.00 | |||||
| 6 |
28,540.00 | |||||
| 5 |
28,540.00 | |||||
| 4 |
28,540.00 | |||||
| 3 |
32,176.00 | |||||
| 2 |
38,918.00 | |||||
| 1 |
61,231.00 | |||||
| P2 |
25,490.00 | 40,059.00 | ||||
| P1 |
— | 76,447.00 | ||||
| GSF Office Building |
401,540.00 | 6,506.00 | GSF Garage |
Site
| 1. | Irrigation is included on a design/assist basis. The GMP is based on achieving a design that meets an allowance of $98,000. |
| 2. | There is no booster pump shown or specified for the irrigation system. We do not include. |
| 3. | No specifications for site benches, bicycle racks, trash receptacles, or tables with umbrellas have been provided. These are included as allowances. |
| 4. | We do not include any rock excavation or unsuitable soil removal and replacement. |
| 5. | We exclude any work for the site capping plan in this GMP. We understand that this work will be paid separately outside of this, or any other, GMP. |
| 6. | We include VE S-I. Reduce shrubs at parking lot islands, and sod, seed, mulch, and edging quantities per VE meeting with ▇▇▇▇▇ Design ($20,370). |
Concrete
| 1. | We include all cast-in-place concrete above and including the elev 37.0 level in this proposal. No foundation work is included. |
| 2. | Slab pan voids are priced using wood instead of fiberglass or metal. |
| 3. | Rubbing of cast-in-place concrete is not included. |
| 4. | The precast panel sample has been selected and approved and is at the Gate Precast Company plant in Oxford, NC. Our price is based on proceeding on this basis. |
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
Structural Steel and Miscellaneous Metals
| 1. | Roof girder pricing is based on redesign submitted by SteelFab of 11/15/2005. |
▇▇▇▇▇ and Plastics
| 1. | We have not included any woodwork, millwork, casework, finish carpentry, etc. in this GMP. |
Thermal and Moisture Protection
| 1. | We do not include damproofing on the interior face of the precast panels except as shown at the Parking Levels. |
| 2. | Metal roofing to be standard custom color to match aluminum composite panels. |
| 3. | The soffit shown at detait1/A6.20 is aluminum composite panel. |
| 4. | The single ply roofing is a Firestone membrane with fasteners to withstand 120mph sustained wind as per manufacturers recommendations. |
Doors, Glass & Glazing
| 1. | We have allowed for 50 chase access doors in various locations. |
| 2. | We have included 50sf of 5/16” thick fireproof ceramic glass in frame Type V. |
| 3. | The pricing for the Curtainwall excludes missile impact glazing and louvers at the lower levels. This is as directed by the owner and AE. |
Finishes
| 1. | All finishes above and including ▇▇▇▇▇ ▇ are included in the Tenant Fitup unless noted otherwise. |
| 2. | We only include finish painting on Levels P1 and P2 except for the Fitness Area (P204), which is assumed to be part of the Tenant Fitup. |
| 3. | We also include any exterior painting and the painting of all stair handrails and exposed metal stairs. |
| 4. | We include painted walkways, parking striping, and directional arrows on levels P1 and P2. |
| 5. | We exclude painting of any exposed pipe except at the stairwells. |
| 6. | We exclude painting of any exposed interior or exterior concrete. |
| 7. | All ceilings, flooring, wall coverings, and millwork are excluded from this GMP. This work is included in the tenant fitup budget. |
Specialties
| 1. | We include an allowance of $7,500 for building signage to obtain a Certificate of Occupancy. No other signage or lettering is included. |
| 2. | We include an allowance of $15,000 for signage in the parking garage. |
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
Equipment
| 1. | We include an automatic parking gate with 10’ folding gate arm and controller. The card reader is not included. |
| 2. | We include a window washing system by McClancy Access Systems consisting of roof and wall anchors, davits, and 4 davit masts and booms with roller. We have included this as an allowance since no specification was issued. |
Furnishings
| 1. | Window blinds and shades are included in the Tenant Fitup Budget. |
Conveying:
| 1. | The elevators are by ▇▇▇▇ and include seven (7) Gen2 traction elevator systems and three (3) LVM holed hydraulic elevator systems. |
Plumbing
| 1. | Storm drains are included as shown. |
| 2. | Gas piping is excluded. None is shown. |
| 3. | Hose bibs, showers, and mop basins have been provided per the approved submittals. |
| 4. | We include the following Value Engineering allowances for Plumbing: |
| a. | P-1 Delete 2 hose bibs and reroute pipe through existing Mechanical Room sleeves to feed hose bibs and trap primers. ($10,000) |
| b. | P-2 Delete 6 Mixing valves at bathrooms. Those at showers to remain. ($13,000) |
| c. | P-3 Change specification on mop basin to the approved submittal basin. ($1,950) |
| d. | P-S Use PVC pipe and fittings in parking garage for 8” dia. and down. ($10,000) |
| e. | P-6 use galvanized hangers in parking garage and zinc plated hangers at all other locations for sanitary and storm piping. ($3,000). |
Mechanical
| 1. | The temperature controls are DDC and included as described in the MEP Design Criteria and System Description, prepared by ▇▇▇▇▇▇▇▇, updated 2/15/2005. |
| 2. | We exclude the Splitter dampers and Extractors (15840-5 H and I) in medium pressure ductwork. |
| 3. | We include the following Value Engineering allowances for HVAC: |
| a. | M-1 Use 18-gauge material in supply ductwork to AHU’s. ($11,200) |
| b. | M-2 Go back to original louver and duct routing with 4 square louvers instead of 2 long louvers. ($25,000) |
| c. | M-3 Delete 2 of the 4 added 6” cored sleeves. ($1,500) |
| d. | M-5 Delete self-contained system for FCC and provide ventilation on thermostatic control. $4,000). |
PPD Headquarters Building
Wilmington, NC
Basis of Estimate
Fire Protection
| 1. | We include a dry standpipe system for the stairwells, a fire pump, and mains only at each floor. The distribution pipe and heads are in the Tenant Fitup GMP. |
| 2. | A dry sprinkler system is included for the Parking Garage fire protection. |
Electrical
| 1. | Lighting for the parking deck and the core & shell is included as shown on the drawings. |
| 2. | The (2) 600KW generators with associated ATS’s and gear are included. |
| 3. | We exclude all Security, AN, Data, Telecommunications, Paging, CATV, and Satellite TV Systems. |
| 4. | Fire alarm system is included with wiring run in EMT raceway. Fire alarm budget is for the Core and Shell only. The balance of the cost is in the Tenant Fitup GMP. |
| 5. | We exclude conduits and circuits for electric heating convectors at the base of the exterior glass walls. None are shown. |
| 6. | We include the Value Engineering allowance for E-2. Eliminate 4 each 4’ conduit stub outs of Conference room. ($4,000). |
PPD Headquarters Building
Wilmington, NC
Estimate Detail
The following pages comprise our detailed estimate and reflect projected quantities, unit pricing, pricing extensions and associated taxes, insurances, bonding and fringe rates associated with each trade.
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 02-Shell Building | ||||||||||||
| 02000 SITEWORK & DEMOLITION | ||||||||||||
| 02210 | Grading | |||||||||||
| — | Grading/Paving (Cape Fear) |
1.00 | Is | 1,394,619.99 | /ls | 1,394,620 | ||||||
| Grading | 1,394,620 | |||||||||||
| 02510 | Asphalt Paving | |||||||||||
| ob02 | Asphalt Paving | 1.00 | sub | |||||||||
| Asphalt Paving | ||||||||||||
| 0.20 Labor hours |
||||||||||||
| 0.06 Equipment hours |
||||||||||||
| 02514 | Sidewalks |
|||||||||||
| n 032 | Concrete Sidewalk | 25,200.00 | sf | 4.12 | /sf | 103,824 | ||||||
| 032 | Transformer pad (By ▇▇▇▇▇▇ Long) | 752.00 | sqft | |||||||||
| n 032 | Entrance concrete Apron | 1,342.00 | sqft | 10.30 | /sqft | 13,823 | ||||||
| n — | Concrete paving at Veh Spec | 5,450.00 | sf | 12.36 | /sf | 67,362 | ||||||
| Pavers | ||||||||||||
| Sidewalks |
185,009 | |||||||||||
| 2,565.64 Labor hours |
||||||||||||
| 02515 | Unit Payers | |||||||||||
| n ▇▇▇▇ | ▇▇▇▇▇ Payers on waterproofing | 13,000.00 | sqft | 23.762 | /sqft | 308,907 | ||||||
| n ob60 | Ped Specialty Payers Type A and B | 10,000.00 | sqft | 11.33 | /sqft | 113,300 | ||||||
| n ob60 | Vehicular Specialty Payers Type A | 5,000.00 | sqft | 11.33 | /sqft | 56,650 | ||||||
| Unit Payers |
478,857 | |||||||||||
| 1,792.00 Labor hours |
||||||||||||
| 896.00 Equipment hours |
||||||||||||
| 02525 | Curb and Gutter | |||||||||||
| — | Concrete Curb & Gutter-Cape |
1.00 | sub | |||||||||
| — | Fear Paving |
|||||||||||
| Replace Curb & Gutter |
400.00 | Inft | 15.914 | /Inft | 6,365 | |||||||
| Curb and Gutter |
6,365 | |||||||||||
| 02660 | Water Distribution | |||||||||||
| Water line (Cape Fear) |
1.00 | Is | ||||||||||
| 02720 | Storm Drainage | |||||||||||
| — | Storm drainage (Cape Fear) |
1.00 | Is | |||||||||
| — | Sand filters (Cape Fear) |
3.00 | ea | |||||||||
| — | Plaza drains |
5.00 | ea | 515.00 | /ea | 2,575 | ||||||
| — | 4” pvc pipe at plaza drains |
235.00 | If | 20.60 | /It | 4,841 | ||||||
| Storm Drainage |
7,416 | |||||||||||
| 02730 | Sanitary Sewer | |||||||||||
| — | Sanitary sewer (Cape Fear) |
1.00 | Is | |||||||||
| 02800 | Site Improve & Amenities | |||||||||||
| — | 6” curb at planters (See concrete) |
410.00 | If | |||||||||
| — | Planter wall 36” high (see concrete) |
136.00 | If | |||||||||
| — | Seat wall x 18” high (See concrete) |
682.00 | If | |||||||||
| Site Benches |
16.00 | each | 2,121.800 | /each | 33,949 | |||||||
| — | Stairs at front entrance (See concrete) |
277.00 | If | |||||||||
| n — | Flagpoles |
3.00 | ea | 2,575.00 | lea | 7,725 | ||||||
| — | Bicycle racks x 6 bicycles |
2.00 | ea | 798.25 | lea | 1,597 | ||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total |
|||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount |
|||||||||
| 02800 | Site Improve & Amenities |
||||||||||||
| — | Trash receptacles | 8.00 | ea | 540.75 | /ea | 4,326 | |||||||
| — | Tables with umbrellas Site Improve & Amenities | 1,060.9.00 | /ea | 8,487 | |||||||||
| 56,084 | |||||||||||||
| 02820 | Fountains |
||||||||||||
| n — | Plaza Fountain (allow) | 1.00 | ls | 103,000.00 | /ls | 103,000 | |||||||
| Fountains |
103,000 | ||||||||||||
| 02838 | Retaining Walls |
||||||||||||
| ob15 | Keystone retaining walls | 3,600.00 | sqft | 30.90 | /sqft | ||||||||
| Retaining Walls |
|||||||||||||
| 23,400,000 Labor hours |
111,240 | ||||||||||||
| 797.72 Equipment hours |
111,240 | ||||||||||||
| 02900 | Landscaping |
||||||||||||
| — | Plants, Lawns and Grasses | 1.00 | ls | 396,550.00 | /ls | 396,550 | |||||||
| — | Irrigation (design/assist) | 1.00 | ls | 100,940.00 | /ls | 100,940 | |||||||
| — | Add trees at City ROW | 1.00 | ls | 16.086.00 | /ls | 16,068 | |||||||
| — | VE changes of 11_23_05 (S-1) | -1.00 | ls | 20,370.310 | /ls | (20,370 | ) | ||||||
| Landscaping |
493,188 | ||||||||||||
| SITEWORK & DEMOLITION |
2,835,778 | ||||||||||||
| 27,757.84 Labor hour |
|||||||||||||
| 1,693.77 Equipment hours |
|||||||||||||
| 03000 CONCRETE | |||||||||||||
| 03100 | Concrete Forms & Access |
||||||||||||
| 626 | Wall forms to 20’ (4 Use) | 7,424.00 | sqft | ||||||||||
| 642 | Const Joints / Bulkheads @ Walls | 200.00 | lnft | ||||||||||
| 804 | Column Forms (4 Use) | 70,392.00 | sqft | ||||||||||
| 838 | Column Forms – 38” dia. Tubes | 120.00 | lnft | ||||||||||
| 903 | Beam Forms (4 Use) | 173,114.00 | sqft | ||||||||||
| 905 | Beam Bottom Form – 3/4” Plywood | 111,449.00 | sqft | ||||||||||
| 920 | Flat Slab Forms | 422,568.00 | sqft | ||||||||||
| 926 | Bulkhead Flat Slab Forms | 4,217.00 | lnft | ||||||||||
| 940 | Elevated Edge Forms 8” | 12,000.00 | lnft | ||||||||||
| 1120 | Topping Screeds | 422,568.00 | sqft | ||||||||||
| Concrete Forms & Access |
|||||||||||||
| 92,008.474 Labor Hours |
|||||||||||||
| 03200 | Concrete Reinforcement |
||||||||||||
| 010 | Rebar Column | 267.00 | ton | ||||||||||
| 010 | Rebar Walls | 13.00 | ton | ||||||||||
| 010 | Rebar Beams | 903.00 | ton | ||||||||||
| 010 | Rebar Elevated Slab | 528.00 | ton | ||||||||||
| Concrete Reinforcement |
|||||||||||||
| 36,404.20 Labor hours |
|||||||||||||
| 03300 | Place Concrete |
||||||||||||
| 045 | Place concrete Wall | 275.00 | cuyd | ||||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇ Rectangular | 1,535.00 | cuyd | ||||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ Beams | 7,224.00 | cuyd | ||||||||||
| ▇▇▇ | ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇ | 7,825.00 | cuyd | ||||||||||
| 115 | Blow off/clean area to be poured | 422,568.00 | sqft | ||||||||||
| 175 | Concrete Stairs Complete | 700.00 | each | ||||||||||
| 180 | Metal Pan Stair Fill | 36.00 | cy | ||||||||||
| 180 | Mechanical Pads Complete | 862.00 | sqft | 8.49 | /sqft | 7,316 | |||||||
| 180 | Card Reader Pad | 72.00 | sqft | 21.22 | /sqft | 1,528 | |||||||
| — | Exterior stair A7.60 ph 2 | 15.00 | CY | ||||||||||
| — | Grout base plates (by sub) | 25.00 | ea | ||||||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 03300 | Place Concrete |
|||||||||||
| — | Xpex waterproofing in joints | 1.00 | ls | |||||||||
| Place Concrete |
8,844 | |||||||||||
| 27,566.61 Labor hours |
||||||||||||
| 281.712 Equipment hours |
||||||||||||
| 03345 | Concrete Finishing | |||||||||||
| ▇▇▇ |
▇▇▇▇▇ ▇▇▇▇▇▇ Finish Elevated Slab |
422,568.00 | sqft | |||||||||
| 904 | Rub and Patch Concrete | 200.000.00 | sqft | |||||||||
| 908 | Cure Concrete (curing compound) | 422,568.00 | sqft | |||||||||
| Concrete Finishing |
||||||||||||
| 15,451.36 Labor hours |
||||||||||||
| 03365 | Post-tensioned Concrete |
|||||||||||
| ▇▇▇ | ▇▇▇▇▇▇▇ ▇▇ Cables w/Support | 422,568.00 | sqft | |||||||||
| Bars (per sqft) | ||||||||||||
| 105 | Install PT Cables w/Pocket | 422,568.00 | sqft | |||||||||
| Patching (S/C per sqft) | ||||||||||||
| 03380 | Concrete Hoisting/Equip. |
|||||||||||
| 005 | Concrete pump (per cuyd total) | 16,584.00 | cuyd | |||||||||
| ob05 | Cranes | 6.00 | mnth | |||||||||
| ob15 | Concrete Equipment | 16,584.00 | cuyd | |||||||||
| sfty | Safety | 1.00 | ls | |||||||||
| — | Crane time for Precast and Curtainwall | 6.00 | mo | 27,750.00/mo. | 154,500 | |||||||
| Concrete Hoisting/Equip. | 154,000 | |||||||||||
| 16,590.00 Labor hours |
||||||||||||
| 16,590.00 Equipment hours |
||||||||||||
| 03385 | Concrete Mgmnt. & Lay-out |
|||||||||||
| 10 | Field Engineer | 30.00 | week | |||||||||
| 20 | ▇▇▇▇▇▇ | 30.00 | week | |||||||||
| 30 | Lay-out Crew | 30.00 | week | |||||||||
| 40 | Concrete ▇▇▇▇▇▇▇ | 30.00 | week | |||||||||
| 50 | Assistant Project Manager | 30.00 | week | |||||||||
| 60 | Assistant Superintendant | 30.00 | week | |||||||||
| — | Concrete Subcontract | 1.00 | ls | 9,161,849.960/ls | 9,161,850 | |||||||
| — | Site concrete | 1.00 | ls | 317,425.400/ls | 317,425 | |||||||
| Concrete Mgmnt. & Lay-out |
9,479,275 | |||||||||||
| 8,400.00 Labor Hours |
||||||||||||
| 1,200.00 Equipment hours |
||||||||||||
| 03390 | Ready-mix Concrete |
|||||||||||
| 40rg | 4,000 psi regular weight Walls | 275.00 | cuyd | |||||||||
| 70rg | 7k,6k,5k psi regular weight -Columns | 1,535.00 | cuyd | |||||||||
| 70rg | 5,000 psi regular weight Elevated Slab | 15,049.00 | cuyd | |||||||||
| add | Admixtures | 16,584.00 | cuyd | |||||||||
| 03450 | Architectural Precast |
|||||||||||
| Precast panels (Gate) | 93,737.00 | sqft | 35.35sqft | 3,313,565 | ||||||||
| Architectural Precast | 3,313,565 | |||||||||||
| 93,737.00 Labor hours |
||||||||||||
| CONCRETE | 12,956,184 | |||||||||||
| 290,157.633 Labor hours |
||||||||||||
| 18,071.712 Equipment hours |
||||||||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 0400 MASONRY | ||||||||||||
| 04201 | “Unit Price” Masonry |
|||||||||||
| — |
8” CMU Walls |
43,500.00 | sqft | |||||||||
| — |
Masonry Subcontract (▇▇▇▇▇▇) |
1.00 | ls | 484,203.00 | /ls | 484,203 | ||||||
| “Unit Price” Masonry |
484,203 | |||||||||||
| 43,500.00 Labor hours |
||||||||||||
| MASONRY | 484,203 | |||||||||||
| 05000 METALS | ||||||||||||
| 05100 | Structural Metal Framing |
|||||||||||
| n— |
Steel/Joist! Sub (Steel Fab) |
1.00 | ls | 721,000.00 | /ls | 721,000 | ||||||
| n— |
Misc Iron Sub (▇▇▇▇▇▇) |
1.00 | ls | 857,423.50 | /ls | 857,424 | ||||||
| n— |
Additional crane time for trusses |
1.00 | ls | 25,750.00 | /ls | 25,750 | ||||||
| — |
Miscellaneous Iron-BLL labor |
1.00 | ls | 56,650.00 | /ls | 56,650 | ||||||
| Structural Metal Framing |
1,660,824 | |||||||||||
| 05300 | Metal Decking |
|||||||||||
| 010 |
Joist and Metal Roof Deck |
28,000.00 | sqft | |||||||||
| Metal Decking |
||||||||||||
| 280.00 Labor hours |
||||||||||||
| 280.00 Equipment hours |
||||||||||||
| 05500 | Metal Fabrications |
|||||||||||
| 013 |
Cooling Tower Dunnage (Allow) |
1.00 | ls | |||||||||
| 040 |
Toilet Partitions Supports (allow) |
876.00 | lnft | |||||||||
| 201 |
Cast Aluminum Stair Nosing |
650.00 | lnft | |||||||||
| — |
Loading Dock Angle |
40.00 | lnft | |||||||||
| — |
Pipe Bollards |
24.00 | each | |||||||||
| — |
Flood Gate |
3.00 | ea | |||||||||
| — |
EIev sump pit grate |
5.00 | ea | |||||||||
| — |
EIev sill angles |
92.00 | ea | |||||||||
| — |
Pipe Bollards Ph2 |
12.00 | each | |||||||||
| Metal Fabrications |
||||||||||||
| 1,010.30 Labor hours |
||||||||||||
| 1,010.312 Equipment hours |
||||||||||||
| 05510 | Metal Stairs & Ladders |
|||||||||||
| 250 |
Metal Pan Steel Stairs |
92.00 | rise | |||||||||
| 250 |
Metal Pan stairs at Mechanical Room |
7.00 | rise | |||||||||
| ob78 |
20” Wide Vertical Galvanized Steel Ladder |
100.00 | inft | |||||||||
| — |
Alternating tread stair |
1.00 | ea | |||||||||
| Metal Stairs & Ladders |
||||||||||||
| 180.44 Labor hours |
||||||||||||
| 124.19 Equipment hours |
||||||||||||
| 05520 | Handrails & Railings |
|||||||||||
| 400 |
1” Dia, Pipe Rail 4 Line |
1,250.00 | inft | |||||||||
| 404 |
1” Dia. Pipe Rail 1 Line Wall Mounted |
1,370.00 | inft | |||||||||
| — |
7 Line Cable Rail (by (▇▇▇▇▇▇ and Long) |
485.00 | inft | |||||||||
| — |
Exterior Guard rail 6” |
380.00 | inft | |||||||||
| — |
Exterior Guard Rail 42” |
685.00 | if | |||||||||
| Handrails & Railings |
||||||||||||
| 365.490 Labor hours |
||||||||||||
| 365.490 Equipment hours |
||||||||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 05800 | Expansion Control |
|||||||||||
| — | Expansion joint cover | 1.00 | Is | 49,440.00 | /ls | 49,440 | ||||||
| Expansion Control |
49,440 | |||||||||||
| METALS | 1,710,264 | |||||||||||
| 1,836.223 Labor hours |
||||||||||||
| 1,779.99 Equipment hours |
||||||||||||
| 06000 | ▇▇▇▇▇ AND PLASTICS | |||||||||||
| 06100 | Rough Carpentry |
|||||||||||
| 800 | Wood Blocking | 2,520.00 | lnft | 3.183 | /lnft | 8,020 | ||||||
| 800 | Roof & Miscellaneous Blocking | 7,500.00 | lnft | 6.37 | /lnft | 47,741 | ||||||
| P3/4 3/4” Plywood-on Walls in mechanical rooms | 6,180.00 | sqft | 2.39 | /sqft | 14,752 | |||||||
| Rough Carpentry |
70,513 | |||||||||||
| 5,010.00 Labor hours |
||||||||||||
| ▇▇▇▇▇ AND PLASTICS | 70,513 | |||||||||||
| 5,010.00 Labor hours |
||||||||||||
| 07000 | MOISTURE PROTECTION | |||||||||||
| 07100 | Dampproof & Waterproof |
|||||||||||
| — | Seal Precast | 100,000.00 | sqft | 0.62 | /sqft | 61,800 | ||||||
| — | Damproof Int of Precast (not req) | 70,000.00 | sqft | |||||||||
| — | Top out below grade waterproofing | 1.00 | sub | 41,200.00 | /sub | 41,200 | ||||||
| Dampproof & Waterproof |
103,000 | |||||||||||
| 170,000.00 Labor hours |
||||||||||||
| 07210 | Building Insulation |
|||||||||||
| Rigid Insulation on Precast | 1.00 | ls | 154,500.00 | /ls | 154,500 | |||||||
| Sprayed insulation underside of lobby level | 62,183.00 | sf | 2.142 | /sf | 133,221 | |||||||
| Building Insulation |
287,721 | |||||||||||
| 07410 | Metal Roof & Wall Panels |
|||||||||||
| Standing Seam Metal Roof | 29,366.00 | sqft | 13.60 | /sqft | 399,260 | |||||||
| Metal soffit panels (see curtain wall) | 4,400.00 | sf | ||||||||||
| Metal Roof & Wall Panels |
399,260 | |||||||||||
| 29,366.00 Labor hours |
||||||||||||
| 07500 | Membrane Roofing |
|||||||||||
| n — | Roofing System (TPO) | 30,877.00 | sqft | 9.09 | /sqft | 280,505 | ||||||
| — | Temporary roof during | 20,000.00 | sf | 5.00 | /sf | 99,910 | ||||||
| Construction | ||||||||||||
| Membrane Roofing |
380,415 | |||||||||||
| 30,877.00 Labor hours |
||||||||||||
| 07730 | Roof Garden System |
|||||||||||
| — | Garden Roof incl wp, planting med, payers | 9,350.00 | sqft | 37.66 | /sqft | 352,091 | ||||||
| Roof Garden System |
352,091 | |||||||||||
| 9,350.00 Labor hours |
||||||||||||
| 07810 | Applied Fireproofing (N) |
|||||||||||
| ob00 | Spray On Fireproofing | 1.00 | ls | 114,330.00 | /ls | 114,330 | ||||||
| — | Firestop between slabs and skin |
1.00 | ls | 61,800.00 | /ls | 61,800 | ||||||
| Applied Fireproofing (N) |
176,130 | |||||||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 07920 |
Joint Sealants |
|||||||||||
| Joint Sealers | 1.00 | ls | 61,800.00 | /ls | 61,800 | |||||||
| Joint Sealants |
61,800 | |||||||||||
| MOISTURE PROTECTION | 1,760,417 | |||||||||||
| 239,593.00 Labor hours |
||||||||||||
| 08000 DOORS AND WINDOWS |
||||||||||||
| 08100 |
Metal Doors & Frames |
|||||||||||
| — | H.M. Frames | 210.00 | each | |||||||||
| — | H.M. Framed Sidelights | 4.00 | each | |||||||||
| — | H.M. Doors 3’-0” x 7’-0” | 149.00 | each | |||||||||
| — | Door, Frame Hdware sub | 1.00 | each | 269,614.86 | /ls | 269,615 | ||||||
| Metal Doors & Frames |
269,615 | |||||||||||
| 08210 |
Wood Doors |
|||||||||||
| — | Wood Doors 3’-0” x 7’-0” | 76.00 | each | |||||||||
| 05310 |
Access Doors & Panels new |
|||||||||||
| — | Access doors (allow) | 50.00 | each | 106.09 | /ea | 5,305 | ||||||
| Access Doors & Panels-new |
5,305 | |||||||||||
| 08360 |
Overhead Doors |
|||||||||||
| — | Coiling Doors and Dock Leveler | 2.00 | each | 19,570.00 | /ea | 39,140 | ||||||
| Overhead Doors |
39,140 | |||||||||||
| 08710 |
Door Hardware |
|||||||||||
| Door Hardware (see sub above) | 225.00 | leaf | ||||||||||
| Door hardware at Alum doors | 20.00 | ea | ||||||||||
| Door Hardware |
||||||||||||
| 08820 |
Interior Glass Partitions |
|||||||||||
| — | Glaze Sidelights | 65.00 | sqft | 19.10 | /sqft | 1,241 | ||||||
| — | Fireproof ceramic glass | 50.00 | sqft | 106.09 | /sf | 5,305 | ||||||
| Interior Glass Partitions |
6,546 | |||||||||||
| 65.00 Labor hours |
||||||||||||
| 08900 |
Glazed Curtain Wall |
|||||||||||
| — | Perimeter protection | 1.00 | ls | 30,900.00 | /sqft | 30,900 | ||||||
| — | Exterior Glass Cleaning | 110,000.00 | sf | 0.21 | /sf | 22,660 | ||||||
| — | Curtain Wall Sub (▇▇▇▇▇▇▇) | 1.00 | sf | 7,060,649.97 | /ls | 7,060,650 | ||||||
| Glazed Curtain Wall |
7,114,210 | |||||||||||
| DOORS AND WINDOWS | ||||||||||||
| 65.00 Labor hours |
7,434,815 | |||||||||||
| 09000 FINISHES |
||||||||||||
| 09220 |
Portland Cement Plaster |
|||||||||||
| n— | Exterior stucco soffit-Lobby | 1,122.00 | sf | 21.22 | /sf | 23,807 | ||||||
| Portland Cement Plaster |
23,807 | |||||||||||
| 09250 |
Gypsum Wallboard |
|||||||||||
| — | Drywall Subcontract-Core Shell | 1.00 | ls | 2,729,499.99 | /sf | 2,729,500 | ||||||
| Gypsum Wallboard |
2,729,500 | |||||||||||
| 09900 |
Painting & Coatings |
|||||||||||
| 05 |
Parking garage striping | 246.00 | sp | 51.50 | /sp | 12,669 | ||||||
| 20 |
Paint Hollow Metal Frames | 192.00 | each | 46.35 | /each | 8.999 | ||||||
| 20 |
Paint CMU | 87,000.00 | sqft | .67 | /sqft | 58,246 | ||||||
| 20 |
Paint Hollow Metal Doors | 90.00 | each | 51.50 | /each | 4,635 | ||||||
| 20 |
Seal Concrete Floors | 24,379.00 | sqft | .03 | /sqft | 25,110 | ||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 09900 | Painting & Coatings |
|||||||||||
| 20 | Paint Handrails | 3,400.00 | lnft | 3.09 /lnft | 10,506 | |||||||
| Painting & Coatings |
120,066 | |||||||||||
| FINISHES | 2,873,373 | |||||||||||
| 10000 | SPECIALTIES | |||||||||||
| 10160 | Metal Toilet Compartments |
|||||||||||
| 10 | TIt partitions/urinal screens | 194.00 | each | 571.65 | /each | 110,900 | ||||||
| Metal Toilet Compartments |
110,900 | |||||||||||
| 517,333 Labor hours |
||||||||||||
| 10200 | Louvers and Vents |
|||||||||||
| — | Louvers (by curtainwall and Mech) | 805.00 | sf | |||||||||
| 10440 | Interior Signage |
|||||||||||
| — | Temporary bldg signage (Allowance) |
1.00 | allo | 7,725.00 | /allo | 7,725 | ||||||
| — | Garage signage (allowance) |
1.00 | ls | 15450.00 | /ls | 15,450 | ||||||
| Interior Signage |
23,175 | |||||||||||
| 10500 | Lockers |
|||||||||||
| — | Lockers | 60.00 | each | 265.23 | /each | 15,914 | ||||||
| Lockers |
15,914 | |||||||||||
| 10520 | Fire Protection Specialty |
|||||||||||
| Fire Extinguishers/cabinets | 137.00 | each | 122.57 | /each | 16,792 | |||||||
| Fire Protection Specialty |
16,792 | |||||||||||
| 10800 | Toilet & Bath Accessories |
|||||||||||
| Toilet Accessories Sub | 1.00 | ls | 55,929.00 | /ls | 55,929 | |||||||
| Toilet & Bath Accessories |
55,929 | |||||||||||
| SPECIALTIES | 222,710 | |||||||||||
| 517,333 Labor hours |
||||||||||||
| 1100 | EQUIPMENT | |||||||||||
| 11150 | Parking Control Equipment |
|||||||||||
| — | Parking Gate and Controller with card readers | 1.00 | ls | 10,300 | /ls | 10,300 | ||||||
| Parking Control Equipment |
10,300 | |||||||||||
| 11160 | Loading Dock Equipment |
|||||||||||
| — | Dock Levelor (See OH Doors) | 1.00 | each | |||||||||
| — | Dock Bumpers | 4.00 | each | |||||||||
| 11440 | Cleaning & Disposal Equip |
|||||||||||
| — | Window washing equipment (allowance) | 1.00 | ls | 72,100.00 | /ls | 72,100 | ||||||
| Cleaning & Disposal Equip |
72,100 | |||||||||||
| EQUIPMENT |
82,400 | |||||||||||
| 14000 | CONVEYING SYSTEMS | |||||||||||
| 14210 | Electric Traction E!ev |
|||||||||||
| — | Shaft opening protection | 1.00 | ls | 20,600.00 | /ls | 20,600 | ||||||
| — | Cab Allowance (6 cabs) | 6.00 | ea | 15,450.00 | /ea | 92,700 | ||||||
| — | Temporary Elevator useage | 1.00 | ls | 42,436.00 | /ls | 42,436 | ||||||
| — | Elevator Subcontract (▇▇▇▇) | 1.00 | ls | 1,442,000.00 | /ls | 1,442,000 | ||||||
PPD HEADQUARTERS BUILDING
Core and Shell 100% Documents with Scope Verification
| Total |
||||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount |
||||||||||
| Electric Traction Elev |
1,597,736 | |||||||||||||
| CONVEYING SYSTEMS |
1,597,736 | |||||||||||||
| 15000 | MECHANICAL | |||||||||||||
| 15300 | Fire Protection |
|||||||||||||
| — | Fire Protection Systems |
1.00 | sqft | 860,049.99 | /sqft | 860,050 | ||||||||
| Fire Protection |
860,050 | |||||||||||||
| 1.00 Labor hours |
||||||||||||||
| 15400 | Plumbing |
|||||||||||||
| — | Plumbing Systems |
1.00 | ls | 1,675,810.00 | /ls | 1,675,810 | ||||||||
| — | Roof drain changes |
1.00 | ls | 729,239.99 | /ls | 729,240 | ||||||||
| — | Other plumbing changes |
1.00 | ls | 152,388.50 | /ls | u | 152,389 | |||||||
| — | VE changes of 11_23_05 (P-1) |
-1.00 | ls | 10,000.27 | /ls | (10,000 | ) | |||||||
| — | VE Changes of 11_23_05 (P-2) |
-1.00 | ls | 12,999.63 | /ls | (13,000 | ) | |||||||
| — | VE Changes of 11_23_05 (P-3) |
-1.00 | ls | 1,949.79 | /ls | (1,950 | ) | |||||||
| — | VE changes of 11_23_05 (P-5) |
-1.00 | ls | 10,000.27 | /ls | (10,000 | ) | |||||||
| — | VE Changes of 11_23_05 (P-6) |
-1.00 | ls | 3,000.39 | /ls | (3,000 | ) | |||||||
| Plumbing |
2,519,488 | |||||||||||||
| 15500 | HVAC |
|||||||||||||
| — | HVAC Systems |
1.00 | ls | 4,180,769.99 | /ls | 4,180,770 | ||||||||
| — | Fuel Oil Tank |
1.00 | ls | 92,509.45 | /ls | 92,509 | ||||||||
| — | Changes per 100% documents |
1.00 | ls | 109,180.00 | /ls | 109,180 | ||||||||
| — | Controls |
1.00 | ls | 280,160.00 | /ls | 280,160 | ||||||||
| — | Factory testing |
1.00 | ls | 102,999.99 | /ls | 103,000 | ||||||||
| — | VE changes of 11l_23_05 (M-l) |
-1.00 | ls | 11,200.22 | /ls | (11,200 | ) | |||||||
| — | VE changes of 11_23_05 (M-2) |
-1.00 | ls | 25,000.15 | /ls | (25,000 | ) | |||||||
| — | VE Changes of 11_23_05 (M-3) |
-1.00 | ls | 1,499.68 | /ls | (1,500 | ) | |||||||
| — | VE changes of 11_23_05 (M-5) |
-1.00 | ls | 3,999.49 | /ls | (3,999 | ) | |||||||
| HVAC |
4,723,920 | |||||||||||||
| MECHANICAL | 8,103,458 | |||||||||||||
| 1.00 Labor hours |
||||||||||||||
| 16000 | ELECTRICAL | |||||||||||||
| 16100 | Electrical |
|||||||||||||
| — | Electrical Systems |
1.00 | ls | 2,852,069.98 | /ls | 2,852,070 | ||||||||
| — | Emergency generator |
1.00 | ls | 377,660.83 | /ls | 377,661 | ||||||||
| — | Fire alarm |
1.00 | ls | 566,500.00 | /ls | 566,500 | ||||||||
| — | VE changes of 11_23_05 (E-2) |
-1.00 | ls | 2,249.52 | /ls | (2,250 | ) | |||||||
| Electrical |
3,793,981 | |||||||||||||
| ELECTRICAL |
3,793,981 | |||||||||||||
| 02-Shell Building |
43,925,832 | |||||||||||||
| 608,438.03 Labor hours |
||||||||||||||
| 21,545.47 Equipment hours |
||||||||||||||
| Project Name: | PPD Headquarters Building | Date: | November 23, 2005 | |||
| Location: | Wilmington, NC Core and Shell 100% Document GMP with Scope Verification |
S.F. Project Area: Project Number: |
518,046 24401100 | |||
| Estimate No | 8 | |||||
| Est. No. | Est. No. | |||||
| 8 | 6 |
| CSI DIVISION |
DESCRIPTION |
Current Projected |
GMP Budget of 7/28/05 |
Difference from 7/28/05 Budget |
||||||||
| 01 | Staging & Logistics | $ | 0 | $ | 0 | $ | 0 | |||||
| 02 | Site Work | $ | 2,835,778 | $ | 2,192,955 | $ | 642,823 | |||||
| 03 | Concrete | $ | 12,956,184 | $ | 12,001,401 | $ | 954,783 | |||||
| 04 | Masonry | $ | 484,203 | $ | 489,250 | $ | (5,047 | ) | ||||
| 05 | Metals | $ | 1,710,263 | $ | 1,504,450 | $ | 205,813 | |||||
| 06 | ▇▇▇▇▇ & Plastics | $ | 70,513 | $ | 68,459 | $ | 2,054 | |||||
| 07 | Thermal & Moisture Protection | $ | 1,760,417 | $ | 1,924,250 | $ | (163,833 | ) | ||||
| 08 | Doors and Windows | $ | 7,434,815 | $ | 7,023,149 | $ | 411,666 | |||||
| 09 | Finishes | $ | 2,873,373 | $ | 3,014,470 | $ | (141,097 | ) | ||||
| 10 | Specialties | $ | 222,710 | $ | 196,581 | $ | 26,129 | |||||
| 11 | Equipment | $ | 82,400 | $ | 85,450 | $ | (3,050 | ) | ||||
| 12 | Furnishings | $ | 0 | $ | 0 | $ | 0 | |||||
| 13 | Special Construction | $ | 0 | $ | 0 | $ | 0 | |||||
| 14 | Conveying | $ | 1,597,736 | $ | 1,591,200 | $ | 6,536 | |||||
| 15 | Mechanical Systems | $ | 8,103,458 | $ | 7,091,200 | $ | 1,012,258 | |||||
| 16 | Electrical | $ | 3,793,981 | $ | 2,828,000 | $ | 965,981 | |||||
| Total Direct Cost | $ | 43,925,831 | $ | 40,010,815 | $ | 3,915,016 | ||||||
| General Conditions | $ | 2,676,987 | $ | 2,676,987 | $ | 0 | ||||||
| Extended General Conditions | $ | 0 | $ | 0 | $ | 0 | ||||||
| Design Fees- By Owner | $ | 0 | $ | 0 | $ | 0 | ||||||
| City Building Permit –Allowance | $ | 0 | $ | 0 | $ | 0 | ||||||
| Inspection Fee | $ | 58,000 | $ | 0 | $ | 58,000 | ||||||
| Escalation | $ | 0 | $ | 901,172 | $ | (901,172 | ) | |||||
| Project Contingency | $ | 0 | $ | 901,172 | $ | (901,172 | ) | |||||
| General Liability Insurance | $ | 595,788 | $ | 568,431 | $ | 27,356 | ||||||
| Builder’s Risk Insurance-By Owner | $ | 0 | $ | 0 | ||||||||
| Subtotal | $ | 47,256,606 | $ | 45,058,576 | $ | 2,198,029 | ||||||
| Fee | $ | 1,181,415 | $ | 1,155,348 | $ | 26,067 | ||||||
| Bond- Not Required | $ | 0 | $ | 0 | $ | 0 | ||||||
| Total Building Construction Amount | $ | 48,438,021 | $ | 46,213,924 | $ | 2,224,096 | ||||||
Tenant Fitup GMP Based on 100% Documents With Scope Verification
PPD Headquarters Building
Wilmington, North Carolina
December 2, 2005
Tenant Fitup GMP Based on 100% Documents With Scope Verification
PPD Headquarters Building
Wilmington, NC
Executive Summary
This Tenant Fitup GMP with Scope Verification is based upon the 100% CD documents and the qualifications presented in this proposal and document log. The Tenant Fitup GMP with Scope Verification cost of $18,198,184 or $35.13/sf is based upon the contract documents and this submittal.
This submittal incorporates the Scope Verification process per our understanding of the Contract Documents.
The GMP is based on the attached schedule. The costs for future schedule compression, impacts and delays, out of sequence operations, wage premiums for non- standard working time frames and associated operations and all other costs, and impacts, both direct and indirect will be handled as a change order.
We have removed escalation from our GMP. Our pricing is based on getting full approval of our GMP and being able to purchase or subcontract no later than 2 weeks from date of submission. Our GMP may increase after that date due to volatile market conditions.
We have not included any project/design contingency. We recommend that the owner carry some type of contingency for potential scope changes that may occur at a later date. This GMP cannot be read in isolation from the others since cost exposure is not covered here in total.
Bovis Lend Lease recommends a thorough review of this document by the Project Team.
PPD Headquarters Building
Wilmington, NC
General Clarifications
General Clarifications
The following definition represents the basis of our GMP. The costs were developed based upon the documents by ▇▇▇▇▇ Design Associates and ▇▇▇▇▇▇ Carry Inc. as indicated in the document log and the assumptions and clarifications under this section, along with project description and schedule data presented under other sections of this report.
1. Subcontractor bonds are included for all trades valued in excess of $100,000.
2. The pricing included does not anticipate any stoppage of construction work as a result of present PPD Operations. If interruptions in work are foreseeable with regards to interfacing with existing facilities or business decisions to perform only a portion of the work those costs will be addressed separately.
3. We have excluded all project design and local authority contingencies for this GMP.
4. Any economies accepted by the Owner will also be accepted by the Architect and will be incorporated into the construction drawings and specifications as if they were part of the original design.
5. The 100% Document GMP line item costs include items of work that will be subcontracted, as well as Bovis’ reimbursable costs. No guarantee exists on any separate line. Savings in any line item may be transferred to cover possible overruns of other line items. In addition the savings from the Foundation GMP, the Core and Shell GMP, and the Tenant GMP can be applied to each other at the discretion of Bovis Lend Lease.
6. The GMP is based on the premise that the design will meet all codes, laws, ordinances, rules, and regulations in effect at the time that the GMP was prepared. The GMP shall be adjusted should any discrepancies between design and the aforementioned codes, laws or ordinances result in, or require, an increase in the Cost of the Work.
7. The GMP does not include Builders Risk insurance or Performance and Payment Bond. General Liability insurance is included.
8. The GMP includes a 12-month warranty of all work that begins the date of the temporary certification of occupancy or date of first service of equipment which ever comes first. Any extended warranties required by the Specifications will be exclusively managed by and contracted between the manufacturer/subcontractor and the Owner.
9. Our GMP pricing is based on all approved submittals, even if these submittals conflict with the specifications or document requirements.
10. Our GMP is based on the attached list of drawings and specifications. We have referenced the Core and Shell specifications when an item of work appears in the Tenant Fitup documents but is only specified in the Core and Shell documents.
11. Sales Tax is included.
12. The City of Wilmington Building Permit Fee was included in the Foundation GMP of April 28, 2005. All other fees and escrows are excluded and assumed budgeted separately by PPD.
13. No Costs is included for parking fees, shuttles or any other requirements due to lack of parking during normal work hours.
PPD Headquarters Building
Wilmington, NC
General Clarifications
14. The following costs are not included in our GMP:
| a. | Any Preconstruction costs |
| b. | Document Reproduction |
| c. | Security, NV, Data, or Telecommunications Systems |
| d. | FF&E |
| e. | Usage/Tap Fees |
| f. | Planning Fees |
| g. | Architectural Fees |
| h. | Impact/Development Fees |
| i. | Power consumption costs |
| j. | We do not include any items not specifically shown on the drawings or specifications, except for the allowance items unless specifically noted within this document. |
| k. | Any items included in the Foundation GMP. |
| l. | Any items included in the Core and Shell GMP. |
Allowances:
1. Structural supports for interior storefront $25,000
PPD Headquarters Building
Wilmington, NC
General Clarifications
Assumptions and Clarifications
Building Area-For Information Only
| PPD |
||||||
| Mechanical |
6,073.00 | |||||
| 12 |
19,004.00 | |||||
| 11 |
18,868.00 | |||||
| 10 |
28,540.00 | |||||
| 9 |
28,540.00 | |||||
| 8 |
28,540.00 | |||||
| 7 |
28,540.00 | |||||
| 6 |
28,540.00 | |||||
| 5 |
28,540.00 | |||||
| 4 |
28,540.00 | |||||
| 3 |
32,176.00 | |||||
| 2 |
38,918.00 | |||||
| 1 |
61,231.00 | |||||
| P2 |
25,490.00 | 40,059.00 | ||||
| P1 |
— | 76,447.00 | ||||
| GSF Office Building | 401,540.00 | 116,506.00 | GSF Garage |
▇▇▇▇▇ and Plastics
| 1. | Solid surface countertops to have standard edge profiles. |
| 2. | Quartz tops are by Zodiaq. |
| 3. | Casework to have melamine interiors. |
| 4. | Wood veneer paneling is non-fire rated. |
| 5. | All stainless steel organizers and dispensers at Food Service 150 are assumed to be by PPD. |
Doors, Glass & Glazing
| 1. | We exclude the 1” bullet resistant glass door on the 12th floor. We have been unable to find this product in a frameless configuration. We include a 1/2” clear frameless glass door package that is not bullet resistant. |
Finishes
| 1. | RB-2 resilient base is 4-1/4” not 6”. |
| 2. | We exclude any above ceiling insulation. |
| 3. | We include the removable partition panel details LW1.0 to LW1.5 received November 11, 2005 as requested by KPMG. |
PPD Headquarters Building
Wilmington, NC
General Clarifications
Specialties
| 1. | We exclude all interior signage. |
| 2. | We exclude all markerboards. |
| 3. | We are substituting the specified Tatecrete Access Floor system with ▇▇▇▇’▇ CCN-1 250 panel on the recommendation of the manufacturer. |
| 4. | We have allowed for 10 “Airflow” panels and 60 trimmed cable cutouts in the access floor system. |
Equipment
| 1. | We exclude all mobile compact shelving systems, microwave ovens, and projection screens. |
Furnishings
| 1. | The roller shades will be split horizontally due to an intermediate beam. We are providing 49 motors, 14 group controllers, and 7 switches. |
Mechanical:
| 1. | Test and balance of system is included. |
| 2. | There are no separate mechanical specifications issued for the tenant work. We have established our GMP on the assumption that these will be the same as those issued with the Core and Shell. |
Electrical:
| 1. | In general, low voltage circuitry for dimming system is to be plenum rated cable. |
| 2. | Exit lighting to be 277V in the egress areas only. The exit lighting is to be tied to the emergency generator system and, therefore, will not have battery backup. |
| 3. | Emergency egress and night lighting is to be provided via the emergency generator system. The only areas that will have battery backup emergency lighting will be in the switchgear room, generator area, electrical rooms, and fire pump controller room. |
| 4. | In general, concealed branch circuitry for power and lighting is to be in MC cable. |
| 5. | Tele/data cable, devices, racks, cable tray, shielding of cable tray, J hooks, and terminations to be provided and installed by others. |
| 6. | Power wiring for automatic flushing valves is not included. Valves are to be battery operated. |
| 7. | Power to the cubicles is to be as specified on electrical drawing (20 amperes, 120V circuit with a standard sized neutral and grounding conductors.) |
| 8. | The lighting in the open areas on floors 3 through 12 will be controlled by a microprocessor panel via the energy management system. |
| 9. | UPS systems are not included. |
PPD Headquarters Building
Wilmington, NC
General Clarifications
| 10. | There are no separate specifications for the electrical work. We have based our pricing on the assumption that these will be the same as those issued with the Core and Shell. |
| 11. | The specified Fire Fighters phones (Spec 16721) are not included. They are replaced by the radio Transmitter (Spec 16722). |
| 12. | Fire alarm spec 16721.2.02.M requires a LCD-160 located in the engineer’s office. Since the spec reads as one panel and we require 14, it will not function as intended. |
| We will provide an internet interface that will meet the intent. |
| 13. | Fire alarm spec 16721.2.04.10 requires two loops per floor. Per discussion with ▇▇▇▇▇▇▇▇ we will be providing one loop per floor on the upper floors and two loops on the main floors. |
| 14. | The Fire alarm Graphic Annunciator (16721.2.12) will require a significant wall space to represent all floors. We include a computer based graphics annunciator with touch screen that requires limited space. |
PPD Headquarters Building
Wilmington, NC Estimate Detail
The following pages comprise our detailed estimate and reflect projected quantities, unit pricing, pricing extensions and associated taxes, insurances, bonding and fringe rates associated with each trade.
| Project Name: | PPD Headquarters Building | Date: | December 2, 2005 | |||
| Location: | Wilmington, NC | S.F. Project Area: | 518,046 | |||
| Tenant Fitup GMP Based on 100% Documents with Scope Verification | Project Number: | 24.401100 | ||||
| Estimate No | 6 |
| 518,046 | ||||||||||||||
| CSI DIVISION |
DESCRIPTION |
Current Projected Total |
COST/ SQFT |
% of Total |
||||||||||
| 01 |
Staging & Logistics | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 02 |
Site Work | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 03 |
Concrete | $ | 4893 | $ | 0.01 | 0.03 | % | |||||||
| 04 |
Masonry | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 05 |
Metals | $ | 38,574 | $ | 0.07 | 0.21 | % | |||||||
| 06 |
▇▇▇▇▇ & Plastics | $ | 925,105 | $ | 1.79 | 5.08 | % | |||||||
| 07 |
Thermal & Moisture Protection | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 08 |
Doors and Windows | $ | 872,255 | $ | 1.68 | 4.79 | % | |||||||
| 09 |
Finishes | $ | 5,613,479 | $ | 10.84 | 30.85 | % | |||||||
| 10 |
Specialties | $ | 274,226 | $ | 0.53 | 1.51 | % | |||||||
| 11. |
Equipment | $ | 14,266 | $ | 0.03 | 0.08 | % | |||||||
| 12 |
Furnishings | $ | 204,333 | $ | 0.39 | 0.12 | % | |||||||
| 13 |
Special Construction | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 14 |
Conveying | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 15 |
Mechanical Systems | $ | 3,947,887 | $ | 7.62 | 21.69 | % | |||||||
| 16 |
Electrical | $ | 4,865,470 | $ | 9.04 | 25.75 | % | |||||||
| Total Direct Cost | $ | 16,580,488 | $ | 32.01 | 91.11 | % | ||||||||
| General Conditions | $ | 200,000 | $ | 0.39 | 1.10 | % | ||||||||
| Extended General Conditions | $ | 750,000 | 4.12 | % | ||||||||||
| Design Fees- By Owner | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| City Balding Permit –Allowance | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| Escalation | 0.00 | % | $ | 0 | $ | 0.00 | 0.00 | % | ||||||
| Project Contingency | 0.000 | % | $ | 0 | $ | 0.00 | 0.00 | % | ||||||
| General Liability Insurance | 1.230 | % | $ | 223,838 | $ | 0.00 | 1.23 | % | ||||||
| Builder’s Risk Insurance-By Owner | 0 | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| Subtotal | $ | 17,754,326 | $ | 34.27 | 97.56 | % | ||||||||
| Fee | ||||||||||||||
| Preconstruction | $ | 443,858 | 2.44 | % | ||||||||||
| $ | 0 | 0.00 | % | |||||||||||
| Bond- Not Required | $ | 0 | 0.00 | % | ||||||||||
| Total Building Construction Budget Amount | $ | 18,198,184 | $ | 35.13 | 100 | % | ||||||||
PPD HEADQUARTERS BUILDING
Tenant Fitup 100% Document GMP with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 03-Tenant Fit-Out | ||||||||||||
| 03000 | CONCRETE | |||||||||||
| 03300 | Place Concrete |
|||||||||||
| — | Lt Wt conc on platform 1A7.6 | 950.00 | sf | 5.15 | /sf | 4,893 | ||||||
| Place Concrete |
4,893 | |||||||||||
| CONCRETE | 4,893 | |||||||||||
| 05000 | METALS | |||||||||||
| 05500 | Metal Fabrications |
|||||||||||
| — | Miscellaneous Metals | 1.00 | ls | 7,931.00 | /Is | 7,931 | ||||||
| — | metal deck at platform IA7.6 | 950.00 | sf | 5.15 | /sf | 4,893 | ||||||
| — | Interior storefront supports (allow) | 1.00 | ls | 25,750.00 | /ls | 25,750 | ||||||
| Metal Fabrications |
38,574 | |||||||||||
| METALS | 38,574 | |||||||||||
| 06000 | ▇▇▇▇▇ AND PLASTICS | |||||||||||
| 06100 | Rough Carpentry |
|||||||||||
| ▇▇▇ | ▇▇▇▇ ▇▇▇▇▇▇▇▇ @ folding Partitions | 1,030.00 | lnft | 6.18 / | lnft | 6,365 | ||||||
| — | Miscellaneous blocking | 1.00 | ls | 34,999.40 | /ls | 34,999 | ||||||
| Rough Carpentry |
41,365 | |||||||||||
| 515.00 Labor hours |
||||||||||||
| 06220 | Millwork (l&m) |
|||||||||||
| — | Millwork Subcontract | 1.00 | ls | 842,540.01 | /ls | 842,540 | ||||||
| — | Seatcushions | 1.00 | lf | 15,450.00 | /lf | 15,450 | ||||||
| — | Caulking at millwork |
1.00 | ls | 25,750.00 | /ls | 25,750 | ||||||
| Millwork l&m) |
883,740 | |||||||||||
| ▇▇▇▇▇ AND PLASTICS | 925,105 | |||||||||||
| 515.00 Labor hours |
||||||||||||
| 08000 | DOORS AND WINDOWS | |||||||||||
| 08100 | Metal Doors & Frames |
|||||||||||
| o000 | H.M. Door Frame with Side Light | 492.00 | each | 360.50 | /each | 177,366 | ||||||
| o000 | H.M. Frames 6-0” x 7’-0” | 10.00 | each | |||||||||
| — | H.M. Frames 3’-0” x 7’-0” | 146.00 | each | |||||||||
| Metal Doors & Frames |
177,366 | |||||||||||
| 08210 | Wood Doors |
|||||||||||
| — | Wood Doors 3’-O” x 7-0 | 663.00 | each | 360.50 | ▇▇▇▇▇ | 239,012 | ||||||
| Wood Doors |
239,012 | |||||||||||
| 08330 | Coiling Doors & Grilles |
|||||||||||
| n — | Overhead Coiling Doors | 4.00 | ea | 2,575.00 | /ea | 10,300 | ||||||
| Coiling Doors & Grilles |
10,300 | |||||||||||
| 08710 | Door Hardware |
|||||||||||
| — | Door Hardware | 663.00 | leaf | 206.00 | /leaf | 136,578 | ||||||
| Door Hardware |
136,578 | |||||||||||
| 08820 | Interior Glass Pad/lions |
|||||||||||
| — | Glaze Sidelights (see curtainwall) | 7,100.00 | sqft | |||||||||
PPD HEADQUARTERS BUILDING
Tenant Fitup 100% Document GMP with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| Interior Glass Pad/lions |
||||||||||||
| 7,100.00 Labor hours |
||||||||||||
| 08830 | Mirrors |
|||||||||||
| — | Mirrors at Health Club | 1,000.00 | sqft | |||||||||
| Mirrors |
||||||||||||
| 1,000.00 Labor hours |
||||||||||||
| 08900 |
Glazed Curtain Wall |
|||||||||||
| — | Interior curtainwall and glazing sub | 1.00 | ls | 309,000.00 | /ls | 309,000 | ||||||
| — | Acrylic panels 11/IA7.3 | 50.00 | sf | |||||||||
| — | Glass handrail | 40.00 | lf | |||||||||
| — | Glass panel at Lobby 2/IA7.1 | 360.00 | sf | |||||||||
| — | Glass panel at Library 11/IA7.7 |
640.00 | sf | |||||||||
| Int curtainwatl | 800.00 | sf | ||||||||||
| Glazed Curtain Wall |
309,000 | |||||||||||
| DOORS AND WINDOWS | 872,256 | |||||||||||
| 8,100.00 Labor hours |
||||||||||||
| 09000 |
FINISHES | |||||||||||
| 09250 |
Gypsum Wallboard |
|||||||||||
| — | Drywall/Acoustic Subcontract-Fitup | 1.00 | ls | 3,296,000.04/ | ls | 3,296,000 | ||||||
| — | Demountabte partition detail | 1.00 | ls | 185,400.00 / | ls | 185,400 | ||||||
| (KPMG) | ||||||||||||
| Gypsum Wallboard |
3,481,400 | |||||||||||
| 09310 |
Ceramic Tile |
|||||||||||
| — | Ceramic Tile Floors/Walls/Base | 1.00 | ls | 375,950.00 / | ls | 375,950 | ||||||
| Ceramic Tile |
375,950 | |||||||||||
| 09380 |
Cut Natural Stone Tile |
|||||||||||
| n— | Stone flooring | 2,700.00 | sqft | 59.122/ | sqft | 159,629 | ||||||
| Cut Natural Stone Tile | 159,629 | |||||||||||
| 2,700.00 Labor hours |
||||||||||||
| 09510 |
Acoustical Ceilings |
|||||||||||
| 10 | Acoust Ceilings (see drywall) | 287,550.00 | sqft | |||||||||
| — | Mounted Ac Pnl Clgs (see drywall) | 1.00 | ls | |||||||||
| 09520 |
Acoust Wall Treatment (O) |
|||||||||||
| — | Acoustical Wall Panels | |||||||||||
| 09650 |
Resilient Flooring |
|||||||||||
| 0005 | Resil Vinyl Tile (see Cpt) | 14,700.00 | sqft | |||||||||
| o010 | Resil Base 4” (see Cpt) | 55,700.00 | lnft | |||||||||
| o010 | Rubber treads at stairs (see Cpt) | 2,381.00 | lnft | |||||||||
| Solid Vinyl Tile (See Cpt) | 1.00 | sf | ||||||||||
| Resillent Flooring |
||||||||||||
| 1,020.19 Labor hours |
||||||||||||
| 1,020.19 Equipment hours |
||||||||||||
| 09680 |
Carpet |
|||||||||||
| — | Carpet Tile and Resilient | 1.00 | Is | 1,184,500.02 / | ls | 1,184,500 | ||||||
| Carpet |
1,184,500 | |||||||||||
| 09700 |
Special Flooring |
|||||||||||
| — | Rash Athletic Ft (See Cpt) | 1,800.00 | sqft | |||||||||
| Special Flooring |
||||||||||||
| 1,800.00 Labor hours |
||||||||||||
PPD HEADQUARTERS BUILDING
Tenant Fitup 100% Document GMP with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
▇▇▇▇ ▇▇▇▇ |
▇▇▇▇▇▇ | ||||||||
| ▇▇▇▇▇ |
Painting & Coatings |
|||||||||||
| 05 | Painting | 1.00 | ls | 412,000.00 | /ls | 412,000 | ||||||
| Painting & Coatings |
412,000 | |||||||||||
| 09950 |
Wall Coverings |
|||||||||||
| 01 | Vinyl Wall Covering (see Painting) | 17,328.00 | sf | |||||||||
| FINISHES | 5,613,479 | |||||||||||
| 5,520.19 Labor hours |
||||||||||||
| 1,020.19 Equipment hours |
||||||||||||
| 10000 |
SPECIALTIES | |||||||||||
| 10270 |
Access Flooring |
|||||||||||
| — | Access Floor at IT | 3,000.00 | sqft | 11.33 | /sqft | 33,990 | ||||||
| — | Access Floor Conference Area | 3,000.00 | sqft | 11.33 | /sqft | 33,990 | ||||||
| Access Flooring |
67,980 | |||||||||||
| 6,000.00 Labor hours |
||||||||||||
| 10520 |
Fire Protection Specialty |
|||||||||||
| — | Fire Extinguishers & Cabinets | 60.00 | each | 283.25 | /each | 16,995 | ||||||
| Fire Protection Specialty |
16,995 | |||||||||||
| 10605 |
Wire Mesh Partitions |
|||||||||||
| — | Wire Mesh Partitions | 28.00 | lf | 128.75 | /lf | 3,605 | ||||||
| Wire Mesh Partitions |
3,605 | |||||||||||
| 10630 | Portable Partitions |
|||||||||||
| Operable Partitions 14-0” high | 325.00 | lnft | 515.00 | /lnft | 167,375 | |||||||
| Operable Partitions 9’-0” high | 32.00 | lnft | 499.55 | /lnft | 15,986 | |||||||
| Portable Partitions |
183,361 | |||||||||||
| 10800 | Toilet & Bath Accessories |
|||||||||||
| 15 |
Toilet tissue disp | 2.00 | each | 33.71 | /each | 67 | ||||||
| 50 |
Towel Dispensers | 5.00 | each | 26.06 | /each | 130 | ||||||
| 60 |
Grab bars | 4.00 | each | 120.17 | /each | 481 | ||||||
| 75 |
Passthrough | 2.00 | each | 556.200 | /each | 1,112 | ||||||
| 80 |
Soap Dispensers | 3.00 | each | 61.853 | /each | 186 | ||||||
| 115 |
Mirrors 18x3O | 2.00 | ea | 154.50 | /ea | 309 | ||||||
| Toilet & Bath Accessories |
2,285 | |||||||||||
| 13.03 Labor hours |
||||||||||||
| 1.334 Equipment hours |
||||||||||||
| SPECIALTIES | 274,226 | |||||||||||
| 6,013.03 Labor hours |
||||||||||||
| 1.334 Equipment hours |
||||||||||||
| 11000 | EQUIPMENT | |||||||||||
| 11450 |
Residential Equipment |
|||||||||||
| — | Break Room Refrigerators | 18.00 | each | 721.00 | /each | 12,978 | ||||||
| — | Icemakers | 1.00 | ea | 772.50 | /ea | 773 | ||||||
| — | Dishwashers | 1.00 | ea | 515.00 | /ea | 515 | ||||||
| Residential Equipment |
14,266 | |||||||||||
| EQUIPMENT | 14,266 | |||||||||||
| 12000 | FURNISHINGS | |||||||||||
| 12490 | Window Treatment-new |
|||||||||||
| — | Window Blinds | 1,733.00 | ea | 60.203 | /ea | 104,333 | ||||||
PPD HEADQUARTERS BUILDING
Tenant Fitup 100% Document GMP with Scope Verification
| Total | ||||||||||||
| Item |
Description |
Takeoff Qty |
Unit Cost |
Amount | ||||||||
| 12490 | Window Treatment-new |
|||||||||||
| — | Motorized Roller Shades | 1.00 | ls | 100,000.65 | /ls | 100,001 | ||||||
| Window Treatment-new |
204,333 | |||||||||||
| 12670 | Rugs and Mats |
|||||||||||
| — | Entry Mats (see carpet) | |||||||||||
| FURNISHINGS | 204,333 | |||||||||||
| 15000 | MECHANICAL | |||||||||||
| 15300 | Fire Protection |
|||||||||||
| — | Fire Protection Systems | 1.00 | ls | 262,650.00 | /ls | 262,650 | ||||||
| — | Clean Agent System | 1.00 | ls | 154,500.00 | /ls | 154,500 | ||||||
| — | Added sprinkler heads | 1.00 | ls | 87,550.00 | /ls | 87,550 | ||||||
| Fire Protection |
504,700 | |||||||||||
| 15400 | Plumbing |
|||||||||||
| — | Plumbing Systems | 1.00 | ls | 116,390.00 | /ls | 116,390 | ||||||
| Plumbing |
116,390 | |||||||||||
| 15500 | HVAC |
|||||||||||
| — | HVAC Systems | 1.00 | ls | 2,018,800.02 | /ls | 2,018,800 | ||||||
| — | Additional VAV boxes | 11.00 | ea | 3,090.00 | /ea | 33,990 | ||||||
| — | Data Center Equipment | 1.00 | ls | 396,447.01 | /ls | 396,447 | ||||||
| — | NC units at IDF rooms | 1.00 | ls | 149,350.00 | /ls | 149,350 | ||||||
| — | Misc HVAC requirements | 1.00 | ls | 38,110.00 | /ls | 38,110 | ||||||
| — | Controls | 1.00 | ls | 690,100.01 | /ls | 690,100 | ||||||
| HVAC . |
3,326,797 | |||||||||||
| MECHANICAL | 3,947,887 | |||||||||||
| 16000 | ELECTRICAL | |||||||||||
| 16100 | Electrical |
|||||||||||
| — | Electrical Systems | 1.00 | ls | 4,197,250.04 | /ls | 4,197,250 | ||||||
| — | Fire alarm | 1.00 | ls | 432,600.01 | /ls | 432,600 | ||||||
| — | Data Center work (from Core Shell) | 1.00 | ls | 55,620.00 | /ls | 55,620 | ||||||
| Electrical |
4,685,470 | |||||||||||
| ELECTRICAL | 4,685,470 | |||||||||||
| 03-Tenant Fit-Out | 16,580,488 | |||||||||||
| 20,148.22 Labor hours |
||||||||||||
| 1,021.522 Equipment hours |
||||||||||||
| Estimate Totals | ||||||||||||
| 16,580,488 | 16,580,488 | |||||||||||
| Total |
16,580,488 | 33.167 | ||||||||||
| Project Name: | PPD Headquarters Building | Date: December 2, 2005 | ||||
| Location: | Wilmington, NC S.F. Project Area: | 518,046 | ||||
| Tenant Fitup GMP Based on 100% Documents with Scope Verification | Project Number. 24401100 | |||||
| Estimate ▇▇ | ▇ | |||||
| ▇▇▇. ▇▇. ▇ | ▇▇▇. ▇▇. ▇ | ||||||||||||||
| ▇▇▇ DIVISION |
DESCRIPTION |
Current up Total |
Tenant Fit up Budget of 9/26/2005 |
Difference |
|||||||||||
| 01 |
Staging & Logistics | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 02 |
Site Work | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 03 |
Concrete | $ | 4893 | $ | 0 | 0.03 | % | ||||||||
| 04 |
Masonry | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 05 |
Metals | $ | 38,574 | $ | 9,069 | 0.21 | % | ||||||||
| 06 |
▇▇▇▇▇ & Plastics | $ | 925,105 | $ | 1,270,193 | 5.08 | % | ||||||||
| 07 |
Thermal & Moisture Protection | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 08 |
Doors and Windows | $ | 872,255 | $ | 666,661 | 4.79 | % | ||||||||
| 09 |
Finishes | $ | 5,613,479 | $ | 5,203,994 | 30.85 | % | ||||||||
| 10 |
Specialties | $ | 274,226 | $ | 452,845 | 1.51 | % | ||||||||
| 11. |
Equipment | $ | 14,266 | $ | 18,025 | 0.08 | % | ||||||||
| 12 |
Furnishings | $ | 204,333 | $ | 219,783 | 0.12 | % | ||||||||
| 13 |
Special Construction | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 14 |
Conveying | $ | 0 | $ | 0 | 0.00 | % | ||||||||
| 15 |
Mechanical Systems | $ | 3,947,887 | $ | 3,601,189 | 21.69 | % | ||||||||
| 16 |
Electrical | $ | 4,865,470 | $ | 4,715,520 | 25.75 | % | ||||||||
| Total Direct Cost | $ | 16,580,488 | $ | 16,157,279 | $ | 423,209 | |||||||||
| General Conditions | $ | 200,000 | $ | 200,000 | $ | 0 | |||||||||
| Extended General Conditions | $ | 750,000 | $ | 0 | $ | 750,000 | |||||||||
| Design Fees- By Owner | $ | 0 | $ | 0 | $ | 0 | |||||||||
| City Balding Permit -Allowance | $ | 0 | $ | 0 | $ | 0 | |||||||||
| Escalation | 0.00 | % | $ | 0 | $ | 345,312 | $ | (345,312 | ) | ||||||
| Project Contingency | 0.000 | % | $ | 0 | $ | 345,312 | $ | (345,312 | ) | ||||||
| General Liability Insurance | 1.230 | % | $ | 223,838 | $ | 217,676 | $ | 6,162 | |||||||
| Builder’s Risk Insurance-By Owner | $ | 0 | $ | 0 | |||||||||||
| Subtotal | $ | 17,754,326 | $ | 17,265,579 | $ | 48,747 | |||||||||
| Fee | |||||||||||||||
| Preconstruction | 2.500 | % | $ | 443,858 | $ | 431,639 | $ | 12,219 | |||||||
| Bond- Not Required | $ | 0 | $ | 0 | |||||||||||
| Total Building Construction Budget Amount | $ | 18,198,184 | $ | 17,697,218 | $ | 50,965 | |||||||||
| Project Name: PPD Headquarters Building | Date: December 2, 2005 | |||||
| Location: Wilmington, NC | S.F. Project Area: 518,046 | |||||
| Total Project Costs Including Foundation GMP, Core and Shell GMP, and Tenant Fitup GMP | Project Number: 24401100 | |||||
| CSI DIVISION |
DESCRIPTION |
Foundation GMP |
Core and Shell GMP 100% Documents |
Tenant Upfit Budget 100% Documents |
Total Project Cost |
Cost/ SQFT |
% of Total |
|||||||||||||
| 02 |
Site Work | $ | 4,417,947 | $ | 2,835,778 | $ | 0 | $ | 7,253,725 | $ | 14.00 | 9.39 | % | |||||||
| 03 |
Concrete | $ | 4,350,720 | $ | 12,956,184 | $ | 4893 | $ | 17,311,797 | $ | 33.42 | 22.41 | % | |||||||
| 04 |
Masonry | $ | 0 | $ | 484,203 | $ | 0 | $ | 484,203 | $ | 0.93 | 0.63 | % | |||||||
| 05 |
Metals | $ | 0 | $ | 1,710,263 | $ | 38,574 | $ | 1,748,837 | $ | 3.38 | 2.26 | % | |||||||
| 06 |
▇▇▇▇▇ & Plastics | $ | 0 | $ | 70,513 | $ | 925,105 | $ | 995,618 | $ | 1.92 | 1.29 | % | |||||||
| 07 |
Thermal & Moisture Protection | $ | 168,872 | $ | 1,760,417 | $ | 0 | $ | 1,929,289 | $ | 3.72 | 2.50 | % | |||||||
| 08 |
Doors and Windows | $ | 0 | $ | 7,434,815 | $ | 872,255 | $ | 8,307,070 | $ | 16.04 | 10.75 | % | |||||||
| 09 |
Finishes | $ | 0 | $ | 2,873,373 | $ | 5,613,479 | $ | 8,486,852 | $ | 16.38 | 10.98 | % | |||||||
| 10 |
Specialties | $ | 0 | $ | 222,710 | $ | 274,226 | $ | 496,936 | $ | 0.96 | 0.64 | % | |||||||
| 11 |
Equipment | $ | 0 | $ | 82,400 | $ | 14,266 | $ | 96,666 | $ | 0.19 | 0.13 | % | |||||||
| 12 |
Furnishings | $ | 0 | $ | 0 | $ | 204,333 | $ | 204,333 | $ | 0.39 | 0.26 | % | |||||||
| 13 |
Special Construction | $ | 0 | $ | 0 | $ | 0 | $ | 0 | $ | 0.00 | 0.00 | % | |||||||
| 14 |
Conveying | $ | 0 | $ | 1,597,736 | $ | 0 | $ | 1,597,736 | $ | 3.08 | 2.07 | % | |||||||
| 15 |
Mechanical Systems | $ | 124,720 | $ | 8,103,458 | $ | 3,947,887 | $ | 12,176,065 | $ | 23.50 | 15.76 | % | |||||||
| 16 |
Electrical | $ | 111,510 | $ | 3,793,98 | $ | 4,865,470 | $ | 8,590,961 | $ | 16.58 | 11.12 | % | |||||||
| $ | 0 | |||||||||||||||||||
| Total Direct Cost | $ | 9,173,769 | $ | 43,925,831 | $ | 16,580,488 | $ | 69,680,088 | $ | 134.51 | 90.18 | % | ||||||||
| Sub Total | $ | 9,173,769 | $ | 43,925,831 | $ | 16,580,488 | $ | 69,680,088 | $ | 134.51 | 90.18 | % | ||||||||
| General Conditions | $ | 750,000 | $ | 2,676,987 | $ | 200,000 | $ | 3,626,987 | $ | 7.00 | 4.69 | % | ||||||||
| Extended general Conditions Design Fees- By Owner |
$ | 0 | $ | 0 | $ | 750,000 | $ | 750,000 | $ | 1.45 | 0.97 | % | ||||||||
| City Building Permit -Allowance | $ | 66,000 | $ | 0 | $ | 0 | $ | 66,000 | $ | 0.13 | 0.09 | % | ||||||||
| Escalation | $ | 58,000 | $ | 0 | $ | 58,000 | $ | 0.11 | 0.08 | % | ||||||||||
| Project Contingency | $ | 0 | $ | 0 | $ | 0 | $ | 0 | $ | 0.00 | 0.00 | % | ||||||||
| General Liability Insurance | $ | 249,821 | $ | 0 | $ | 0 | $ | 249,821 | $ | 0.48 | 0.32 | % | ||||||||
| Builder’s Risk Insurance-By Owner | $ | 130,744 | $ | 595,788 | $ | 223,838 | $ | 950,370 | $ | 1.83 | 1.23 | % | ||||||||
| Subtotal | $ | 10,370,334 | $ | 47,256,606 | $ | 17,754,326 | $ | 75,381,266 | $ | 145.51 | 97.56 | % | ||||||||
| Fee | $ | 259,258 | $ | 1,181,415 | $ | 443,859 | $ | 1,884,531 | $ | 3.64 | 2.44 | % | ||||||||
| Bond- Not Required | 0.00 | % | ||||||||||||||||||
| Total Building Construction Amount | $ | 10,629,592 | $ | 48,438,021 | $ | 18,198,184 | $ | 77,265,797 | $ | 149.15 | 100.00 | % | ||||||||
| Additional Costs to be Incorporated into the GMP | ||||
| Preconstruction | $350,000 | |||
| Water containment and treatment (as of 10/31/05) | $144,024 allowance | |||
| Capping plan (final cost TBD) | $444,288 allowance | |||
| Emergency work per NCDENR (completed costs) | $22,776 | |||
| Removal of unknowns from excavation (final costs TBD) | $39,209 allowance | |||
| Unsuitable soils (as of 11/16/2005) | $521,403 allowance | |||
| Work to clean up after hurricanes (as of 10/31/2005) | $38,440 allowance | |||
| Printing costs (as of 10/31/2005) | $52,928 allowance | |||
| Subtotal | $1,613,068 | |||
| Total | $78,878,865 | |||