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Home My WebLink AboutPOTTS ARC JUDICIAL CENTER BID PACKAGE FOUR EXHIBIT B-4 CON S T Rue T ION I r I I I I I I I AUGUSTA-RICHMOND COUNTY I JUDICIAL CENTER I . . I ~ I A BID PACKAGE FOUR EXHIBIT B-4 I . . . . . . HEERY t r~~$=~~ c '. O. N S T R'U CT' ION A HEERY ;Et;% .@ , ........ ....... . J o . '. , TuRNER AssociAtEs ': .... ~.... '. '~R:",O> & PUNN", INC k m I JTI >< J: - m =i to . ~ $3,004,130.00 $192,455.00 Exhibit 8-4 Authorization for Construction Pursuant to this agreement, the Owner and the Construction Manager hereby execute this Exhibit B-4 and further agree as follows: 1. The Construction Manager's Guaranteed Maximum Price ("GMP") proposal for the entire Project has not been established. However, the Construction Manager's GMP for the Early Award Bid Package #4, dated Februarv 20. 2009, to fast track the Project, attached hereto and incorporated herein, is accepted by the Owner. Construction Manager's GMP for the early award bid packages #1, 2, and 3 to fast track the project, have been accepted by the Owner as per the executed exhibit B-1, 2, and 3. 2. The General Conditions Guaranteed Maximum Cost for the Project, as per Executed Exhibit B-1, is 3. Preconstruction Services Cost, as per Executed Exhibit B-1, is 4. The Subcontracts Cost is: Bid Package #1, as per Executed Exhibit B-1 Bid Package #2, as per Executed Exhibit B-2 Bid Package #3, as per Executed Exhibit B-3 Bid Package #4 Change Order #1 Bid Package #5 5. The Lump Sum Fixed Management Fee for the Project, as per Executed Exhibit B-1, is 6. The Guaranteed Maximum Price for the Project is 7. The Date of Substantial Completion shall be Exhibit B-4 is based on attached Schedule "A" dated February 20, 2009. Owner: AUQusta. Georaia By: cr ~~~~r (Seal) <1),4-~9 5.,,;.;;,~Co r6";.H-tA:'KI'- (Name) ;~~~;>~o~vc"'"';;'):>;:<<';:,}" . MA-'ftl.Y&. .~ J.," ,. 0 " . jI ~. i ~<:~:~':':~;':';.:'~',,\:>~.', - -.' :, ./ ~" . ~.~. (Title l e "'" ,:.", ,,' >:, <, ~ " ~ ~ \ ~"';""'';~01~U,L i ::: f. G ' Ofl .. ........... - ".... , GEORG~~/ ...."",'-........- $1,610,762.00 $877,884.00 $7,102,179.00 $16,181,872.00 $16,578.00 TBD $1,798,026.00 TBD TBD Construction Manager: 71Z0{ldUa? (Signature) . (5'3al) David C. Buser (Name) President (Title) 981 East Freeway Drive (Street Address - No PO Box) (City~/J; ~ 0(21 11101 Si9natuf:!{ Conyers, Georgia 30094 ~iP) ,9 ~ Z~ZtJO/ Date of Signature 1 of 1 c ONSr R UC TION ~ HEERY ~RNERA550CIAm' "U,~",~ &P~NN"'!NC Ii> ;;; (I) n J: fI1 C C r- fI1 ~ Page 1 of 3 .i PROVEN. AUGUSTA-RICHMOND COUNTY JUDICIAL CENTER PROJECT EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" QUALIFICATIONS February 20, 2009 I. General Qualifications 1. Unless otherwise noted herein, the scope of the work corresponding to the Exhibit B-4 - Bid Package Four is consistent with the contract documents (plans and specifications) as indicated in Attachment "B." Qutlined herein are the changes and/or clarifications to the scope of work required by these contract documents which are a result of either negotiations, value engineering, clarifications, and constructability reviews. 2. Exhibit B-4 - Bid Package Four is based on the following attachments: · Schedule" A" - Attachment" A" - Bid Package 04 Estimate dated 2-20-09. . Schedule" A" - Attachment "B" - Contract Document Log dated 2-20-09. · Schedule" A" - Attachment "C" - Otis Elevator Proposal dated 2-20-09. . Schedule" A" - Attachment "0" - Tracking Budget Estimate dated 2-20-09. · Schedule" A" - Attachment "E" - Variance Report dated 2-20-09. . Schedule" A" - Attachment "F" - Unit Costs dated 2-20-09. 3. We assume the CAD files will be made available, at no cost to TPC and our Trade Contractors for the purpose of site surveying activities and subcontractor base line shop drawings. 4. Exhibit B-4 includes full cost of scope, based on the bid documents identified in Schedule" A" - Attachment "B", for the following trades: Structural and Miscellaneous Steel, Drywall and ACT, Elevator, Fire Protection, Plumbing, HV AC, and Electrical. Specific qualifications for these trades are identified below. Any scope not directly associated with these trades or identified in previous Exhibit Packages are to be included in GMP pricing. II. Division Specific Qualifications and Exclusions Division 1 Qualifications: 1. None Exclusions: 1. Cost associated with comments and inspections from state and local authorities resulting in changes to the scope of work from the date of execution of this Exhibit B-4 - Bid Package Four. Division 2 Qualifications: 1. None Augusta-Richmond County Judicial Center EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - February 20,2009 Page 2 of 3 Exclusions: 1. Unforeseen conditions, underground hidden conditions including underground tanks, hazardous materials, unsuitable soils or unsuitable soil bearings, water and dewatering, debris and rock removal or its replacement, and wetland mitigation cost 2. Fill materials for the replacement of unforeseen conditions as listed above. Division 3-4 Qualifications: 1. None Exclusions: 1. None Division 5 Qualifications: 1. Cost is included to use a Polyamide Epoxy coating on Stair #1 steel tube stringers in lieu of powder coating. The proposed coating will be the Hi-build Epoxoline Series 66 by Tnemec. The large size of these stringers will not allow for them to fit in to a powder coating oven. Exclusions: 1. Powder coating of steel. Division 6-8 Qualifications: 1. None Exclusions: 1. None Division 9 Qualifications: 1. Cost is included for ceiling types to be per finish plans. Reflected ceiling plans do not match finish plans. TPC believes that a more accurate depiction of scope has been shown on the finish plans. Exclusions: 1. Prefabricated Metal Pockets for Blinds (fo be priced in Future Exhibit) Division 10-12 Qualifications: 1. None Exclusions: 1. None Division 13 Qualifications: 1. Cost is included for nineteen (19) Stainless Steel 18" Cast in Place roof anchors manufactured by Pro-Bel. Exclusions: 1. None Division 14 Qualifications: 1. Cost is included for three traction and two hydraulic elevators. Please see attached proposal from Otis Elevator Company in Schedule" A" - Attachment "C" dated 02-20-09, who we are proposing to use for this Augusta-Richmond County Judicial Center EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - February 20,2009 Page 3 of 3 scope of work We have reviewed their proposal for general compliance with the contract documents - due to the nature of the elevator industry, all products for this scope of work will be per the attached Schedule" A" - Attachment "C". Please note, minor design modifications will need to be made to the traction elevator's pit depth and overheads. Otis requires a 5' - 6" deep pit in lieu of the 8' - 2" pit that is currently drawn. The hoistway louvers will need to be raised slightly in the overhead of the three traction elevator's hoistaways in order to accommodate Otis' equipment. Cut / data sheet should address all involved dimensional criteria. 2. Cost is included for 4000# capacity cars with center opening doors and dual car operating panels for the two public elevators. 3. Cost is included for the Judges Elevator's, car #3, controller to be located in room 126.02. Room 126.02 currently serves as the #4 Car's Machine Room. Traction Elevator Control Room #441 is not of adequate size to house three controllers and comply with NEC code requirements. Exclusions: 1. None Division 15 Qualifications: 1. None Exclusions: 1. None Division 16 Qualifications: 1. Cost is included for conduit, boxes, and rough-in only for telephone, data, and detention equipment systems. 2. Cost is included for complete Security, CCIV, Intrusion Detection, Fire Alarm, and Lightning Protection Systems. 3. Cost is included for card access system for parking gate system; however, no cost is included for parking gates and sensor loop. These items will be priced in Future Exhibit. 4. Cost is included for Ceiling Mounted Speakers where indicated with associated conduit and wiring. Cable shall be terminated at speaker. Cable shall be pulled from speaker to final termination location and left unterminated. Owner employed A/V Contractor shall make all necessary connections and terminations to A/V head end equipment. 5. Cost is included for all branch circuitry. Where branch circuitry is incomplete or homerun locations not identified, TPC has assumed conduit runs to nearest electrical panel. Exclusions: 1. X-Ray Machines (fo be included in FFE Per Direction of the design Team in March 12, 2008 OAC Review Meeting) 2. Magnetometers (To be included in FFE Per Direction of the design Team in March 12, 2008 OAC Review Meeting) 3. A/V Head End Equipment or Racks 4. A/V System 5. Detention system equipment and/ or wiring (fo be priced in Future Exhibit) III. Allowances - None Included -END OF SCHEDULE A TO EXHIBIT B-4 - BID PACKAGE FOUR- Augusta-Richmond County Judicial Center EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - February 20, 2009 o C Q,,,N SJ R U CT I ON @ HEERY k& ~ Ej;'" j TtiRNER~SSOCIATES · · :i :ARCHITECiS &P"'NN~!!5. Ii," 0f ~g> )OJ: nfl1 J:C 3:? fI1f11 Z :: -I)- > .': 10 ... . "I:t ~ 0 . .. ~ ) G) ::t u C)- .. g ~ " C'II 5i ~! 0. 1i ~"5 ~ 0 .[ ~~ ~~ 0 ';J ~ ~ ~ ~ 11 CJ " 0.'" 0 C'II ill f~ ~~~ iil 8 ~ ~ ~ g a.. oq " !.~; ~ . :13 u~~ :3 ~ ~~~~ :5! ~t :;tu~~ '" ~ ::t ",,,,to " V'J. <:lQ: aJ .!! c:.. I -5 ~iI . .. ~ ! 11 U .c: ~ E " i " A ., II) q: " c( '0' " i a: t 0: Cll .i ::!: ~ 0 .q ~ ~ & ~ ~ l:: t':", -.~ '" '. I :!: :l! 0 <t .. ~ 1 8 s l:: < T ~ T ~ T :;: ~ 12 1!: r , 00 00 Q ~ ~ M 0 ~~ ~ ~ ... 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V) V) c, 0 N S" T Rue T ION ;1',: ~ A ~ HEERY .1 " .t::]~=~~z.~~?~~ · ~g> )iJ: nfl1 J:C ~~ fI1f11 Z ~ -i)> o .: I 1 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 Otis Elevator Company North American Area 1575 Northside Drive NW Suite 460 Atlanta, GA 30318 c Otis A United Technologies Company January 31, 2009/Revised February 18, 2009 Mr. Josh Spencer C/O The Potts Company 981 East Freeway Drive Conyers, GA 30094 Reference: Augusta Richmond County Judicial Center Augusta, GA 30911 Dear: Josh We are pleased to provide you with our proposal to furnish and install: Two (2) 4000lbs Otis Gen2 series elevator system (Public Passenger Elevators # 1 & 2) One (1) 3500lbs Otis Gen2 series elevator system (Judges Elevator # 3) One (1) 4500lbs Otis LVM series holed elevator system (Prisoner Elevator # 4) One (1) 4500lbs Otis LVM series holed elevator system (Prisoner Elevator # 5) as described in this proposal for the sum of Seven Hundred Seventy Thousand Dollars and No Cents ($ 770,000.00) Please take note of the following sections, which are a part of this proposal: . Scope of Work . Value Engineering Options . General Clarifications · Job Specific Clarifications/Exceptions to Specification . Terms and Conditions . Preparatory Work by Others This quotation is valid for thirty (30) days from the date of submission. Otis predicates the quote upon timely furnishing of a completed hoistway for uninterrupted use. In addition, if delivery material cannot be taken at the jobsite by 12/31/2009 or the installation of the elevators is delayed beyond 12/31/2010 you will be responsible for any labor and material increases that have occurred. I have included 16 hours per elevator allowance for coordination of trades inside the hoistway as well as 60 days temporary use of one elevator for construction purposes in my base bid. We appreciate having the opportunity to provide you with our proposal on this project and look forward to working with you and your project team. Please call me at (404) 557-7086 with any questions. Sincerely, Jeff Nedblake Account Executive-New Equipment 1 of 23 2 AJC - EXHIBIT 8-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 SCOPE OF WORK (2) Passenger Elevators Elevator Designation # 1 & 2 Public Passenger Cars Otis Model Otis Gen2 series elevator svstem: GN24000 (3500 specified) Capacity and Speed 4000lbs @ 350 feet per minute Rise 50'8" Number Of Stops And Openings Four (4): Four (4) front openings only. Minimum Clear Hoistway 9' 4" wide x 7' 10" deep Clear Car Inside Dimensions 7' 8" wide x 5' 5" deep Minimum Clear Overhead 17' 2" Minimum Clear Pit Depth 5'6" Control Room/Space Located adjacent to # 2 hoistway at 4th landing. Operation Duplex ElevoniC@ Microprocessor control Power Supply 480 Volts, 3 Phase AC, 60 Hertz Cab Enclosure Cab shell to soecifications exceot in lieu of 10' hiah cab to canooy we orovide a 9' 7" hiah cab with @ 8' 11 1/2" heiaht under ceilina. 8' high 48" Center ooenina-car doors with Satin Stainless finish. Included is a $15,000.00 per elevator allowance for custom designed ceiling, wall panels and handrails. Cab Flooring Furnished and installed by others Hoistway Entrances ~wide x 8' 0" high Center-opening doors with Satin Stainless finish. Extruded aluminum sills. Signals Dual Otis Classic line illuminated car ooeratinQ oanel contained in swing front returns with vandal resistant buttons with digital position indicator, Otis Classic line hall fixtures with stainless steel faceplates and vandal resistant push buttons per specifications. 2 of 23 3 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 SCOPE OF WORK (1) Passenger Elevator Designation (1) Passenger - Judges Elevator # 3 Otis Model Otis Gen2 series elevator system ; GN23500 Capacity and Speed 3500lbs @ 350 feet per minute Rise 50' 8" Number Of Stops And Openings Four (4): Four (4) front openings only. Minimum Clear Hoistway 8' 4" wide x 7' 10" deep Clear Car Inside Dimensions 6' 8" wide x 5' 5" deep Minimum Clear Overhead 17' 2" Minimum Clear Pit Depth 5'6" Control Room/Space Located either. Operation Simplex ElevoniC@ Microprocessor control Power Supply 480 Volts, 3 Phase AC, 60 Hertz Cab Enclosure Cab shell with an 8' high cab with @ 7' 5" height under ceiling. 7' high Side Slide doors with Satin Stainless finish. Standard Wilsonart Plastic Laminate wall panels and fluorescent lighting included as are handrails on side and rear walls. Cab Flooring Furnished and installed by others Hoistway Entrances 3' 6" wide x 7' 0" high. Side-opening door. Satin Stainless finish. Extruded aluminum sills. Signals Single Otis Classic line illuminated car operating panel contained in swing front returns with vandal resistant buttons with digital position indicator, Otis Classic line hall fixtures with stainless steel faceplates and vandal resistant push buttons per specifications. 3 of 23 4 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 SCOPE OF WORK (2) Simplex Service Elevators Elevator Designation Prisoner Elevators # 4 & # 5 Otis Model Otis LVM series holed elevator system Hydraulic; LVM4500 Capacity and Speed Rise 4500lbs @ 150 FPM 32'8" Number Of Stops And Openings Three (3): Three (3) front openings only. Clear Hoistway 7' 5" wide x 9' 8" deep Clear Car Inside Dimensions 5' 8" wide x 7' 11 deep Clear Overhead 12' 8" Clear Pit Depth 4' 0" Machine Room Location Directly adjacent to hoistway at lowest floor landing Operation Simplex microprocessor control Power Supply 480 Volts, 3 Phase AC, 60 Hertz Motor Horsepower 50 HP Cab Enclosure Otis Series 3 Service RIGID steel cab shell walls. and rear walls. Full Satin stainless front return, header and satin stainless cab door. Aluminum threshold. 7' 0" high cab doors. 8' 0" high cab. 7' 4 1/2" height under ceiling. Special lighting to specification included. Otis DH-154 (1-1/2") round tubular handrail provided on the sides and rear of the car enclosure with satin stainless steel finish. Bumper Rail included that is 8" tall. Cab Flooring Furnished and installed by others Hoistway Entrances 4' 0" wide x 7' 0" high. Two-speed single-slide door. Satin Stainless finish. Extruded aluminum sills. Signals Otis Classic line illuminated car operating panel contained in swing front return with vandal resistant buttons with digital position indicator, Otis Classic line hall fixtures with stainless steel faceplates and vandal resistant push buttons. 4 of 23 5 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 Value Enaineerina ODtions 1. Provide the passenger cars as 3500# duty with side slide doors and single car operating panel in lieu of our proposed 4000# duty, center opening doors and dual car operating panels ---Delete $20,000.00 (Twenty Thousand Dollars) from our proposal price. 2. Delete the Security Control Panel and Fire Fighter Control Panel from the project Specifications that are listed on page 7 and 8 of the traction elevator spec under additional features section and signal fixture section. ----Deduct $6,000.00 (Six Thousand Dollars) from our Proposal Price. 3. Delete the requirement for the Elevator Management System/Machine Room Display Unit that is specified on page 20 of the traction elevator specification under section 2.12.C as well as being referenced in the last sentence on page 11 of traction specification, section 2.04 Item F and on page 13 under section 2.05.E.6---monitoring system interface and then again in the hydraulic specification on page 10 under section 2.05.0 item 6. Deduct $10,000.00 (Ten Thousand Dollars) from our proposal price. 4. Delete the requirement for the following items to be located in the locked service cabinet on all traction elevators that is found on page 18 of the traction specification ( section 2.08. Q .11 ) : Item E ( constant pressure test button for emergency lighting... we will provide it but on car top, not in locked service cabinet ), Item G (card reader override switch - delete in its entirety) and Item I ( switch to select either voice , tone or chime - delete in its entirety ) in addition Delete the requirement for the following items to be located in the locked service cabinet on all elevators that is found on page 15 of the hydraulic specification ( section 2.08.Q.11 ) : Item E ( constant pressure test button for emergency lighting...we will provide it but on car top, not in locked service cabinet), Item H (switch to select either voice, tone or chime - delete in its entirety) and Item I ( car lighting dimmer switch ). Deduct $9,000.00 ( Nine Thousand Dollars from our Proposal price) 50f23 6 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 General Clarifications 1. Our' bid is based on manufacturing lead-time of 12 weeks after approvals. 2. Our bid is based on providing our standard components that most closely match that specified. The specifications include items which vary slightly from our standard manufacturing processes. Our quotation is based on standard Otis performance times, heat release/HP amps and ride quality performance/ISO perception filter measurements. All Otis Hoistway door frames are bolted/lapped. Our proposal is based on providing our Otis fixtures, Braille, tactile markings and fonts. Car operating panel including button configuration shall be per our standard design. 3. Where applicable, powder coated finishes and metal finishes shall be from Otis standard manufacturing process and color selection. We are now using a powder coated finish where baked enamel is required which has a higher resistance to corrosion, chemicals, heat abrasion and impact over the traditional baked enamel finish. Plastic laminate if applicable shall be from our standard selections and edging, Wilson Art Design Group 1, (approx. 250 choices). 4. Warranty is for Twelve (12) months after acceptance of elevator by owner. The elevator contractor's acceptance is conditional on the understanding that their warranty covers defective material and workmanship. The guarantee period shall not extend longer than one (1) year from the date of completion or acceptance thereof by beneficial use, whichever is earlier, of each elevator. The guarantee excludes ordinary wear and tear or improper use, vandalism, abuse, misuse, or neglect or any other causes beyond the control of the elevator contractor and this express warranty is in lieu of all other warranties, express or implied, including any warranty of merchantability or fitness for a particular purpose. This express warranty is in lieu of all other warranties, expressed or implied, including any warranty or merchantability or fitness for a particular purpose. 5. Contract includes Twelve (12) months of full maintenance for each elevator after acceptance of elevator by owner including 24 hour emergency callback service. I I I I I I I 6. Our proposal is based on Otis providing a single piece plunger and cylinder. We are assuming we will have access to set the piston and cylinder through the roof in a single section. 7. The hydraulic elevator cylinder wells will be provided by us based upon excavation through normal soil or clay, which can be removed by manual digging or with a standard truck-mounted regular drilling unit. If during excavation, it is determined that a casing must be provided to retain the walls of the well, we will provide a casing as required. Removal of excavation spoils deposited at the elevator pit will not be our responsibility. 8. If any physical obstruction or hindrance is encountered below the surface of the ground, including but not limited to boulders, rock, gravel, wood, metal, pilings, water, sand, quicksand, caves, public utilities, or any other foreign material, you will provide us with written authorization to proceed with excavation utilizing any required special excavation equipment. There will be an additional charge of $200 per foot fer drilling throl:lgh rock/leage. ( We have included firm price drilling in lieu of the $200 per foot rock clause. ) We will be compensated at our current billing rates on a time and material basis for the additional costs incurred subsequent to encountering the physical obstruction or hindrance, including costs of the special excavation equipment. Protection for the installed hydraulic elevator cylinder shall be provided at no cost to us. You must dispose of spoils from well hole drilling. 9. The following close-out documents will be provided: our standard owner's information manual, our standard final layout/installation drawings, and our standard warranty. Unless otherwise specified, 2 copies of each will be provided. Additional copies are available at $100 per set. 6 of 23 8 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 Terms and Conditions 1. This proposal is submitted with the understanding that any contract resulting therefrom will be subject to review & mutual acceptance of all terms and conditions contained therein. It is conditioned on neither party being liable to the other for any loss, damage or delay due to any cause beyond either party's reasonable control, including but not limited to, acts of government, strikes, lockouts, other labor disputes, fire, explosion, theft, water damage, flood, earthquake, riot, civil commotion, war, malicious mischief or act of God. Under no conditions, shall either party be liable for special, indirect, liquidated, or consequential damages in contract, tort, including negligence, warranty or otherwise, notwithstanding any indemnity provisions to the contrary. Notwithstanding any provision in any contract document to the contrary, our acceptance is conditioned on being allowed additional time for the performance of the Work due to delays beyond our reasonable control. Subcontractor agrees to submit to Non-Binding Arbitration by the American Arbitration Association but does not waive its rights to pursue other remedies available at law & equity. 2. It is agreed that Otis shall not be responsible for any Liquidated Damages. Should the contract documents require provisions for Liquidated Damages, our bid is contingent upon review of the schedule to assure we can achieve the desired date with our standard lead times. 3. In the event Contractor does not accept Otis Standard Commercial Terms and the Otis Acknowledgement Letter, contract price may be altered to reflect any additional burden of risk to Otis Elevator. 4. We agree to provide evidence of insurance coverage but cannot name others as additional insured or waive our rights of subrogation. All insurance coverage afforded to you or others shall terminate upon final acceptance of the work. If "Owners and Contractors Protective Insurance" is required in addition to our standard Certificate of insurance add ($8.00 per $1000). If the project is covered by an Owner/Contractor Controlled Insurance Program ("0CIP/CCIP), Otis agrees to participate provided it is at no cost to Otis and subject to review and acceptance of the proposed program. The OCP obligation is waived and any obligation to name others as Additional Insured shall be for off-site operations only. 5. Otis will provide surety bond(s) in the form provided by Otis' Surety at no cost to Otis. This is in lieu of participation in any type of surety wrap-up or Subguard program.lf payment and performance bonds are requested of us, please add ($8.00 per $1000) of resulting contract amount. 6. Security for elevator material delivered to the jobsite is the responsibility of the Contractor. The Contractor is responsible for all costs to replace any damaged, stolen or missing elevator equipment. Otis will not be responsible for deductibles on Builder's Risk insurance policies. Otis will provide a change order, police report, and affidavits as needed to substantiate the claim. Otis will not procure replacement equipment until a signed change order is received. 7. If you are not ready to accept delivery of the material on the date the machine room is to be ready, you shall give us sufficient notice of a local point where you will accept delivery, and be responsible for all monthly storage fees. An extra charge will be assessed for any double handling or re-transportation of elevator material required by the general contractor/owner or agent thereof. 8. Our proposal includes our Remote Elevator Monitoring (REM@) feature. This feature will be installed during the original installation for the duration of the warranty/maintenance period. Upon expiration of this service period, if the owner elects not to continue maintenance with Otis, it is understood that this REM unit will be removed by Otis from the jobsite and remain in our possession. 8 of 23 9 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 9. Otis will not supply information such as internal Otis manuals, manufacturing drawings or source code. Any counters, meters, tools, remote monitoring devices, communication devices, or other such equipment that we may use or install to deliver service under this proposal and any resulting contract remains our property, solely for the use of our employees. Such equipment is not considered as part of the elevator. If the contract or subsequent maintenance service is terminated for any reason, we will be given access to the premises to remove such equipment, including the resident software, at our expense. All software supplied with the elevator is licensed to you or your successors but only for use with, and for operation of this elevator. 10. In the event the transactions contemplated hereunder are restricted by U.S. Government or other applicable laws and regulations, including but not limited to those designating certain parties as "denied", "restricted" or similarly ineligible to do business with U.S. entities, this agreement will be deemed void and Customer shall pay Otis all sums owed for the goods and services that may have been provided up to such time according to the rates contained in this agreement. 11. Our quoted price is based on an initial payment equaling fifty percent (50%) of contract award. This amount, PLUS a fully executed subcontract must be received prior to releasing equipment for manufacturing or scheduling well-hole drilling. Please see Schedule of Values Below. Augusta Richmond Coun~ Judicial CTR Contract Number I TBD Base Contract Amount $770,000 Number of units 5 Due Date Descri tion Value Upon Issuance of PO/Contract 50% $ 385,000.00 Upon Delivery of 70% Material of Remaining Balance $ 269 500,00 Upon Substantial 1/5 Completion of 1st elevator of remainin balance $ 23100.00 Upon Substantial 1/5 Completion of 2nd elevator of Remaining Balance $ 23100,00 Upon Substantial 1/5 Completion of 3nd elevator of Remainin Balance $ 23 100.00 Upon Substantial 1/5 Completion of 4th elevator of Remainin Balance $ 23100.00 Upon Substantial 1/5 Completion of 5th elevator of Remainin Balance $ 23100,00 12. Monthly progress payments shall include the value of work performed and materials stored on or offsite. You agree to make progress payments for any work performed prior to final execution of the contract and/or the submission of any required documents other than those required for payment applications. 9 of 23 10 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 13. Final payment shall be due thirty (30) days after final acceptance of the elevator installation, otherwise all warranties and New Installation Service (NIS) shall be suspended. We must be paid ninety-five percent (95%) of the final contract price prior to scheduling the state inspection and turnover of the elevator equipment. 14. Otis will not agree to any language referencing or implying "pay when paid". This contract is between Otis Elevator and Contractor. Payment schedule shall not be contingent upon Contractor's ability to be paid by others or any other factor or event not described above. 15. Fully executed change orders must be received prior to Otis performing any additional work outside the scope of the base contract. Otis will not accept oral or written "directives to proceed" without a fully executed and agreed-upon change order. 16. All change orders must be approved prior to scheduling final inspection of elevator. 17. Change orders will be stated price (lump sum). In the event a stated price cannot be calculated, hourly rates for Time and Material (TIM) are below. Regular time hourly rate: Overtime hourly rate: Per Man $105.00 $210.00 18. Contractor will communicate to Otis supervision who the signatories andlor titles, roles and positions are which are authorized to sign time tickets on-site that will be used as support documentation for TIM change orders. Work cannot commence or continue until a designated signatory signs the document. 19. All current inspection fees are included for a final inspection. Should re-inspection be required because of work that is not our responsibility, you will be responsible for the cost of re-inspection and remobilization for Otis personnel. 20. If we are requested to operate the elevator for other trades or perform labor outside of the scope of this work, it shall be performed in accordance with our normal hourly labor rates. 21. Should any elevator be required for use before substantial completion, others shall provide without expense to Otis Elevator Company, if required, temporary car enclosures, requisite guards or other protection for elevator hoistway openings, mainline switch with wiring, necessary power, signaling devices, lights in car and elevator operators together with any other special labor or equipment needed to permit this temporary usage. 22. Otis Elevator Company shall be reimbursed at our standard billing rates time and material expenses associated with the additional inspection and clean-up required for temporary use. Otis Elevator Company will be reimbursed at a rate of $45.00 per day per elevator (traction elevator) and $30.00 per day per elevator (hydraulic elevator) for temporary usage of the elevator system. It is agreed that the general contractor will be invoiced directly by the state for its governing re- inspection fee for temporary usage of the elevator(s). Otis shall also be reimbursed for any additional labor and material that is not part of the permanent elevator installation that is required to provide temporary elevator service. In addition, Otis Elevator Company's temporary acceptance form shall be executed before any elevator is placed in temporary service, and the cost of power and operation, maintenance of the equipment and rehabilitation of equipment shall be paid for by others. 23. When an elevator is used for temporary service, the completion date may, as a result of the temporary service, be extended by Otis Elevator Company. Otis Elevator Company shall provide notice of the extension at the time the elevator is made available for the temporary service. 24. You agree to pursue and schedule the work by other trades in a timely manner so as to not interrupt our work. Should our crew(s) have to de-mobilize from the job due to delays in work by others not in our contract, we shall be entitled to a re-mobilization charge of Two-Thousand ($2,000) Dollars. We shall also extend the stated schedule to the extent that we are delayed. 10 of 23 11 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 Preparatorv Work Bv Others The following items must be performed or furnished at no cost to Otis Elevator Company ("Otis") by the Owner or General Contractor or their agents in accordance with governing codes. The price and installation schedule of Otis Elevator Company is based on these job-site conditions existing at the beginning and during installation of the elevator equipment. Please refer to our Installation Handbook for details and dimensions for the following items. All work to be performed per the latest revision of the applicable national code and/or local code. General PreplWork 1. Provide any cutting, including cutouts to accommodate machine-room plpmg, hall-signal fixtures, patching, and painting of walls; floors, or partitions together with finish painting of entrance doors and frames, if required. 2. Provide the use of a crane to place the hydraulic elevator cylinder assemblies in the hoistway prior to enclosing the top of the hoistway. For the Gen2 Traction elevators, provide the use of a crane suitable for hoisting a load of up to 3500 Ibs. (1588 kg.) for hoisting the integrated machine and bedplate structure and the controller into place prior to enclosing the hoistway. Provide adequate OSHA approved fall protection at the opening of the top of the hoistway on the roof. Fall protection must be adequate for two people and be in place prior to the hoisting of elevator equipment. 3. Provide secure, on-site storage area for elevator equipment as follows: dry and enclosed, provides roll-able access to the elevator hoistway at the ground level, located within 100 feet of the hoistway and is larger than 25 x 20 feet (7620 mm X 6096 mm) per unit. Any warranties provided by Otis for elevator equipment are null and void if equipment is stored in a manner other than a dry enclosed building structure. 4. We require suitable tractor-trailer access to the building for unloading of material. In addition, we need rollable access from unloading point to from storage and storage to hoistway area. 5. If you are not ready to accept delivery of the material on the date the machine room is to be ready, you shall give us sufficient notice of a local point where you will accept delivery, and be responsible for all monthly storage fees. An extra charge will be assessed for any double handling or re- transportation of elevator material required by the general contractor/owner or agent thereof. 6. Provide sufficient on-site refuse containers for the proper disposal of elevator packaging material. Should sufficient refuse containers not be provided, disposal of packaging material shall become the responsibility of the owner. Hoistwav and Pit PreplWork 7. Prior to the start of installation, provide a dry, properly framed, enclosed and vented hoistway in accordance with all applicable codes. This includes that One front entrance wall, at the main landing, is not to be constructed until after all elevator material is located in the hoistway. Remaining front entrance walls are not to be constructed until after door frames and sills are in place. If front walls are poured concrete bearing walls, rough openings are to be provided to accept entrance frames and filled in after frames are set. Rough opening size per Otis layouts. Prior to the elevators being turned over, all entrance walls must be installed and rough openings filled in complete. 8. Provide a clear plumb hoistway with variations from the size shown on the Otis layout not to exceed 1" (25mm) at the first 20 floors and 1/32" (8mm) increase for each additional floor up to a maximum of 2" (52mm) and not less than the clear dimensions shown on the Otis layout. 9. If the floor-to-floor height exceeds the maximum bracket spacing allowed by Otis equipment, Otis requires some form of steel support to properly attach our guide rail brackets. The maximum allowed bracket spacing is indicated in the rail force and bracket detail table on elevator layout. Otis agrees to provide guidance on this matter at the appropriate time. If rail bracket embedded plates or inserts are 11 of 23 12 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 provided by Otis they shall be installed by others in accordance with Otis documentation and instructions. You must furnish adequate rail-bracket supports and bracket spacing as required by governing code, from pit floor to top of hoistway. For steel or wood frame construction, adequate backing for a rail bracket to be installed not less than 10'3" (3225 mm) or more than 11'3" (3429 mm) from the top landing. Furnish separator beams where required. Rail-bracket attachment supports must be exposed and flush with the clear hoistway line. If rail-bracket inbeds or inserts are provided by Otis, they shall be installed by others in accordance with Otis' documentation and instruction. 10. For Hydraulic Elevators furnish a dry pit reinforced to sustain vertical forces on car rails and impact loads on cylinder head(s) and buffer(s). The pit must be dry and clean. The elevator pit may not have a floor drain/sump pump connected directly to a storm drain or sewer. Otis recommends that the owner verify the system is in compliance with all applicable laws. For Traction Elevators Provide a pit floor designed to sustain vertical forces (forces based on safety impact) on car and counterweight rails as shown in the rail force and bracket spacing table and impact loads on car and counterweight buffers as shown in the pit plan view of the elevator layout. The pit must be dry and clean. The elevator pit must have a floor drain or sump pump to prevent the accumulation of water, but not connected directly to a storm drain or sewer. The floor drain or sump pump should lead to a holding tank rather than a sewer or uncontained area. Location to be coordinated with Otis to avoid all elevator components and access areas. Otis recommends that the owner verify the drain or sump pump system is in compliance with all applicable laws. 11. Provide and install a fixed vertical iron ladder in each pit as required by governing code and located per Otis layouts or as coordinated with Otis personnel. Ladder width and projection from wall per local code. If pit depth is greater than 9' 10" (3000mm) [13' 9" with no floor below bottom landing], a pit access door is required. 12. For purposes of installing the IMBS system and belting up the Gen2 Elevators, it is a requirement that you construct for Otis a temporary work platform at the top landing of the hoistway(s). The furnishing, installation, and removal of this temporary platform is to be provided by others in accordance with governing codes and regulations and is not included in the elevator's scope of work. The platform is to be located at the top landing of the hoistway(s) and shall be securely fastened to the building structure. The platform shall be designed for not less than 50-psf uniform live load and a concentrated point load of 500 lb. The platform shall be installed complete with guardrails at the perimeter of any opening in the platform.The working surface of the platform shall have within easy reach secure anchorage points for attachment of fall arrest lifelines, lanyards, or deceleration devices. The design and installation of the temporary platform shall be in accordance with the applicable provisions of all federal, state and local codes and regulations including but not limited to the latest amendments of the American National Standards Institute, Inc. (ANSI), the Occupational Safety and Health Act (OSHA), and the State Building Code in effect in the state in which the elevator is being installed.Otis has a temporary work platform design that meets these requirements. Request a copy of Otis drawing AAA27CR for details, 13. Install a permanent light fixture in each elevator pit with illumination of not less than 100 Ix (10 fc) as measured at the pit floor. The light bulb(s) shall be externally guarded to prevent contact and accidental breakage. The light switch shall be so located as to be accessible from the pit ladder or access door. 14. If pit depth is greater than 8' 3" a platform for accessing the equipment on the underside of the car is required. The platform shall: a. Be coordinated with Otis personnel to interface with Otis' elevator equipment. b. Maintain clearances and refuge spaces as defined in all applicable codes. 12 of 23 13 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20. 2009 c. Be equipped with OSHA compliant guardrails when a fall hazard exists. d. In seismic risk zone, comply with all applicable building code requirements to restrain it due to ground acceleration during an earthquake e. Be designed and installed to support without permanent deformation on the following loads: Minimum of 80 Ib.lfe (390kg/390kg/m2) evenly distributed over the entire servicing platform area, minimum of 225 lb. (100kg) concentrated load on any 3 in.2 (2000 mm2) area. 15. Glass used in hoistway construction must block 98% or more of incident full-spectrum ultraviolet radiation for the full height of the hoistway. 16. For the Holed Hydraulic Elevators you must provide pit-floor cutout 30" x 30", location as required by Otis layout, to accommodate cylinder assembly. Provide patching of pit floor after setting of cylinder assembly to accommodate a watertight condition. Standard water connections (if necessary) for equipment and outlet line must be provided for discharging excess water while sinking cylinder well. Furnish water for sinking cylinder well at no cost to Otis. You must provide removal of spoils from well-hole excavation. Hydraulic Oil lines will be run above ground. 17. For protection from falls and as required by OSHA, (OSHA)1926.502 B) (1-3) a freestanding removable barricade at each hoistway opening at each floor. Barricades shall be 42" (1067mm) high, with mid-rail and kick board, and withstand 200 Ibs. of vertical and horizontal pressure. 18. For protection from falling objects and as required by OSHA (OSHA) 1926.5020) hoistway protection from falling debris and other trades materials by either full entrance screening/mesh in front of all elevator entrances or by providing secured/controlled access to all elevator lobbies (lock and key) with posted Notice "only elevator personnel beyond this protection." These can be integrated systems. Hoistway barricades and screening shall be constructed and removed by others. 19. Provide a properly framed and enclosed legal hoistway in accordance with all applicable codes that is ready for uninterrupted use by Otis. Specifically, provide a hoistway that complies with the following requirements: Dry, Plumb within +1 inch and -0 inches, Vented as required by governing code authority, Inserts, imbeds or rail fastening installed, Steel safety beam in place positioned side to side as shown on Otis layout, Otis/OSHA compliant barricades in place. Freestanding and removable barricades at each hoistway opening at each floor. Barricades shall be 42" high, have center board and kick board, and withstand 2001bs. of side pressure. 20. Furnish hoistway walls designed and constructed in accordance with the required fire rating (including those places where elevator fixture boxes and rail-bracket fastenings penetrate the hoistway walls). The hoistway walls are to include adequate fastening to hoistway entrance assemblies. One front entrance wall, at the main landing, is not to be constructed until after all elevator material is located in the hoistway. Remaining front entrance walls are not to be constructed until door frames and sills are in place. If front walls are poured concrete weight bearing walls, rough openings are to be provided to accept entrance frames and filled in after frames are set. Rough opening size per Otis layouts. 21. Provide plumb vertical surfaces for entrance-sill supports, one above the other, and square with the hoistway. For 4'-0" (1220 mm) and 4'-6" (1372 mm) two-speed door arrangements on 4500 lb. (2041 kg) and 5000 lb. (2270 kg) cars a hoistway attachment point is required for an auxiliary support bracket under the sill assembly in the center of the clear door opening. Finished floor and grout, if required, between door frames to sill line. A horizontal support is to be provided 12" (305 mm) above the clear opening at each landing to support the doorframe assembly. 22. Provide and install a safety beam capable of withstanding a maximum net live load of 5000 lb. (2268 kg). Otis requires 2" clear above the beam. Beam must be removed before car is placed in operation if it infringes on required clearance. Machine Room 23. Provide a suitable control room(s)/space(s) with access and ventilation in accordance with all applicable codes and regulations. The control room(s)/space(s) shall be maintained at a temperature between 320F (ooC) and 1040F (40oC) to be measured 6 feet (1830 mm) above the floor and 1 foot (305 mm) out from the front center of the car controller(s). Relative humidity is 13 of 23 14 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20. 2009 not to exceed 95% non-condensing. Provide ventilation to suit Otis heat release amounts as shown on the Otis Confirmation of Power Supply form. Local codes may require tighter temperature ranges and higher ventilation levels, please check with your local code authority for the exact requirements in your area. If your control room(s)/Space(s) temperatures exceed these requirements, contact your local Otis sales representative for assistance. 24. Provide illumination of control room(s)/space(s) of not less than 200 LUX (19 FC) as measured at floor level. Light switch is to be located within 18" (157 mm) to the lock-jamb side of the access door to of the control room/space. 25. Provide control room(s)/space(s) with self-closing and self-locking doors with group 2 locking device. In addition, ensure that all air gaps around the doors are sealed. Fire Prevention Prep/Work 26. Provide hoistway walls designed and constructed in accordance with the required fire rating (including those places where elevator fixture boxes, rail bracket fastenings, and any other penetration into the hoistway walls). 27. Provide smoke detectors, located as required, with wiring from the sensing devices to the controller(s) designated by Otis. a. For each group of elevators, provide a normally closed contact representing the smoke detector at the designated return landing. b. For each group of elevators, provide a normally closed contact representing all smoke detectors located in lobbies, hoistways, or control rooms/spaces, but not the smoke detector at the designated return landing (see above) or the smoke detectors as described in i. & ii. below. i. If a smoke detector is located in the hoistway at or below the lower of the two recall landings, it shall be wired to activate the same normally closed contact as the smoke detector located in the lobby at the lower of the two recall landings. ii. If the control room(s)s/space(s) are locate at the designated return landing, the smoke detectors located therein shall be wired to activate the same normally closed contact as the smoke detector at the designated landing. c. Requirements for intermittently illuminating the fire hat visual signal in the car operating panel. i. For a single unit or for a group of elevators having one common control room/space and one common hoistway, provide one additional normally closed contact representing the control room/space and hoistway smoke detectors. ii. If the group contains more than one hoistway and hoistway smoke detectors are installed, or if the group has more than one control room/space, provide one normally closed contact for each elevator. The contact is to represent the smoke detector in the control room/space for that particular elevator, and any smoke detectors in the hoistway containing that particular elevator. 28. If sprinklers are installed in the hOistway(s), control room(s)/space(s), or machine space(s), a means to automatically disconnect the main line power supply of the affected elevator and any other power supplies used to move the elevator upon or prior to the application of water is required. This automatically controlled mainline disconnect must be provided with all associated wiring and conduit to the controller. 14 of 23 15 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 29. Provide control room(s)/space(s) and door to code compliant fire-resistive construction. 30. Provide a fire extinguisher in all control room(s)/space(s) and/or machine room(s). Electrical Reauirements 31. Prior to the start of installation provide a permanent three (3) phase electrical feeder system with a separate equipment grounding conductor terminating in the control room/space, located per Otis layout. Feeder conductors and grounding conductor sized according to elevator current characteristics as shown on the Otis Confirmation of Power Supply form. A fused disconnect switch or circuit breaker capable of being locked in the open position, for each elevator per the National Electrical Code (ANSI/NFPA 70) or Canadian Electrical Code (C22.1) with feeder or branch wiring to controller [NEC 620-51] or [CEC Rule 28-106]. Fuses are to be current limiting class RK1 or equivalent. Circuit breakers are to have current limiting characteristics equivalent to class RK1 fuses. Fuses or circuit breakers are to be time delay to cover the full load up accelerating current as listed in the Otis Confirmation of Power Supply form. The disconnecting means required by the National Electrical Code shall be provided with all associated wiring and conduit to the controller. Size of main contacts to suit elevator power characteristics. 32. If three (3) phase power is not available at the start of installation, a temporary single phase 220V, 55 ampere power supply with fused disconnect or circuit breaker for each elevator and available in the control room(s)/space(s) can be provided. This option requires additional cost and authorization from the Otis construction superintendent. 33. Provide a dedicated 125-volt, 15-ampere single-phase branch circuit; with a fused disconnect switch or circuit breaker. This disconnect or breaker shall be capable of being locked in the open position and located per the Otis layout. This branch circuit supplies the car lights, car top receptacle, auxiliary lighting power source, and ventilation on each car in compliance with the National Electrical Code [NEC 620-53] or Canadian Electrical Code [CEC Rule 28-106]. 34. Provide a dedicated 125 volt, 15 ampere single-phase power supply with a fused SPST disconnect switch or circuit breaker for remote monitoring. This disconnect or breaker shall be capable of being locked in the open position and located per the Otis layout. 35. All 125 volt, 15 or 20 ampere single-phase receptacles installed in pits, machine spaces, control room(s)/space(s) shall be of the ground-fault circuit-interrupter type. A dedicated single-phase receptacle supplying a permanently installed pit sump pump shall not require GFCI protection. 36. Provide electric power for lights, tools, welding, hoisting, etc. during installation with sufficient power for starting, testing and adjusting the elevator. 37. Provide one (1) dedicated outside telephone line, per group, to the elevator control room/space, and terminated at the controller designated by the Otis construction superintendent. 38. In areas under the jurisdiction of ASME A17.1a-2002 where elevator travel is greater than or equal to 60 ft, provide two-way voice communications means that shall enable emergency personnel within the building to establish communications to each car individually without intervention by a person within the car. The communication means shall override communications to the outside of the building and once established shall only be terminated by emergency personnel outside the car. Refer to ASME A 17.1 a-2002, section 2.27.1.1.4 for exact requirements. 39. For elevators having an intercom, provide a separate 120 volt, 15 ampere, single phase power supply with fused SPST disconnect switch or circuit breaker, located as required for inter- communicating system power supply. Circuit to be arranged for feeding from the building 15 of 23 16 AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C" OTIS ELEVATOR PROPOSAL FEBRUARY 20, 2009 emergency lighting supply if provided. Conduit and wiring for remotely located inter- communicating stations. 40. For installations having a lobby panel, provide wiring and conduit to panels located away from the elevator hoistway for remote elevator control/indicator panels. 41. For installations having emergency (standby) power, provide the emergency (standby) power unit and means for starting it. The emergency (standby) power unit shall deliver to the elevator via disconnect switches in the control room/space, sufficient power to operate one or more elevators at a time at full rated speed, and rated load. An automatic Power Transfer Switch for each power feeder to monitor both normal & emergency (standby) power conditions & to perform the transfer from one to the other. Switch to have 2 sets of normally closed dry contacts, one to be open when the switch is in the emergency (standby) power position; the other to open upon initiation of power transfer & to close when transfer is complete. Switch to have an inhibit function which will delay transfer to normal and/or emergency (standby) power by an adjustable period of 0 - 300 seconds. Switch shall have a phase monitor feature, which prohibits the transfer of power between "live" sources unless the sources are in phase with each other. If a shunt trip device is provided, an additional normally closed contact, with all associated wiring & conduit to the controller, is required from the emergency (standby) power source. The emergency (standby) power unit must be capable of absorbing regenerative power per elevator in accordance with ANSI/NFPA 70 requirement 620.91. Emergency (standby) power system shall be connected to 125-volt power circuit as noted in note A.2. of the Power Confirmation for the branch circuit supplying the car lights, car top receptacle, auxiliary car lighting power source and car ventilation 42. For Hydraulic Elevators with a Battery-Powered Emergency Return Unit (ERU) - Provide the disconnecting means required by the National Electrical Code (NEC) with an auxiliary contact and wiring to the controller. The auxiliary contact is to be positively open when the main disconnecting means is open. The auxiliary contact shall cause the ERU power source to be disconnected from its load when the disconnecting means is in the open position. Size of main contacts to suit elevator power characteristics. Heat sensors, when used to automatically disconnect the mainline power supply prior to the application of water from sprinklers, shall be provided with a normally closed contact with wiring from the sensing device to a controller designated by Otis. The normally closed contact shall be closed when the heat sensor is not activated and shall be open when the heat sensor is activated. Control Room/Space and Machine Space PreplWork 43. Maintain the temperature at the top of the hoistway (machine space) between 320 F (00 C) and 1130 F (450 C). Relative humidity not to exceed 95% non-condensing. Provide ventilation to suit Otis heat release amounts as shown on the Otis Confirmation of Power Supply form. If your machine space temperatures exceed these requirements, contact your Otis sales representative. 44. Install a permanent light fixture at the top of the hoistway (machine space) of not less 200-lux (19fc) as measured at the level of the standing surface at the level of the standing surface on the car when the elevator is at the top landing. Light switch is to be located per the Otis layout. 45. Location of steel or concrete supports in the hoistway overhead (machine space) for the elevator beams and channels as required by elevator contractor. 46. 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" .~ ::; ~ 0 () en = ~ 0 C '0 N S,~ T Rue" T I' 0 N M ~ HEERY m E1;~'.\ · TURNER ASSOCIATES .. · ......, ~RanITm'& PLANN",I~ ~g> )OJ: nfl1 J:C ~? fI1f11 Z :: -I)> ITI .: e," , ' tJ-; . , PRO\'I", AJC Exhibit B-4 - Bid Package Four Schedule IIAII - Attachment IIEII Page 1 0'4 2/20/200911:24 AM Item Description Total Amount AJC-30 Variance AJC-36 02000.0 SITE CONSTRUCTION 02060.0 Site Demolition 02080.0 Hazardous Material Abate 02105.0 Site Engineering 16,720 16,720 0 02210.0 Site Grading 704,621 704,621 0 02211.0 Finish Site Grading/Bobca 17,640 17,640 0 02215.0 Erosion Control 02280.0 Soil Treatment 5,580 5,580 0 02370.0 Bored/Augered Piles 854,842 854,842 0 02510.0 Asphaltic Concrete Paving 556,414 556,414 0 02515.0 Unit Pavers 90,381 90,381 0 02521.0 Concrete Curb & Gutter 135,166 135,166 0 02522.0 Walks & Pads 107,373 107,373 0 02580.0 Pavement Marking 10,719 10,719 0 02660.0 Water Distribution 02685.0 Gas Distribution Systems 02710.0 Subdrainage Systems 02720.0 Storm Sewerage 02730.0 Sanitary Sewer 02785.0 Electrical Power Transmis 02790.0 Site Commun, Conduits 16,936 16,936 0 02801.0 Modular Retaining Walls 02830.0 Fences 34,330 34,330 0 02870.0 Site & Street Furnishings 76,865 76,865 0 02900.0 Landscaping 193,418 193,418 0 SITE CONSTRUCTION 2,821,005 2,821,005 0 03000.0 CONCRETE 03210.0 Reinforcing Steel 99,934 99,934 0 03300.0 Cast in Place Concrete 17,472 17,472 0 03305.0 Concrete Pumping 905 905 0 03310.A Structural Concrete 6,793,093 6,793,093 0 CONCRETE 6,911,404 6,911,404 0 04000.0 MASONRY 04200.0 Unit Masonry 1,757,517 1,757,517 0 04200.2 Unit Masonry - CMU Walls 354,775 354,775 0 04400.0 Stone 168,492 168,492 0 MASONRY 2,280,784 2,280,784 0 05000.0 METALS 05120.0 Structural Steel 509,404 168,000 341,404 05160.0 Framing System/Pre-Engine 05720.0 Ornamental Handrails Rail 122,400 122,400 0 METALS 631,804 290,400 341,404 06000.0 WOOD AND PLASTICS 06050.0 Fasteners & Adhesives 15,527 15,527 0 06100.0 Rough Carpentry 127,337 127,337 0 06220.0 Millwork 2,991,265 2,991,265 0 06240.0 Laminates 231 ,629 231,629 0 06450.0 Standing & Running Trim 70,648 70,648 0 06600.0 GFRC Fabrications 469,655 469,655 0 ~,','< tJ.: , Item 07000.0 07100.0 07150.0 07240.0 07250.0 07510.0 07610.0 07920.0 08000.0 08001.0 08360.0 08410.0 09000.0 09250.0 09300.0 09380.0 09525.0 09680.0 09780.0 09800.0 09900.0 09950.0 10000.0 10115.0 10165,0 10200.0 10260.0 10270.0 10350.0 10440.0 10500.0 10520.0 10650.0 10850.0 11000.0 11020.0 11130.0 11190.0 11452.0 11900.0 I'RO\'I": Page 2 0'4 AJC Exhibit B-4 - Bid Package Four Schedule IIAII - Attachment IIEII Description 2/20/200911:24 AM Total Amount AJC-36 AJC-30 Variance 3,906,061 3,906,061 0 13,389 13,389 0 8,077 8,077 0 33,162 33,162 0 35,037 35,037 0 1,282,213 1,282,213 0 367,797 367,797 0 94,853 94,853 0 1,834,527 1,834,527 0 905,410 905,410 0 140,882 140,882 0 996,481 996,481 0 2,042,773 2,042,773 0 3,638,033 3,083,909 554.124 127,759 127,759 0 482,901 482,901 0 72,351 72,351 0 506,309 506.309 0 19.704 19,704 0 214,375 214,375 0 272,906 272,906 0 78,280 78,280 0 5,412,618 4,858,494 554,124 3,427 3,427 0 122.385 122,385 0 5,000 5,000 0 13,950 13,950 0 150,000 150,000 0 4,403 4,403 0 299,165 299,165 0 WOOD AND PLASTICS THERMAL AND MOISTURE PROT Waterproofing Dampproofing Stucco Soffits Fireproofing Modified Bitumen Roofing Metal Roofing Sealants & Caulking THERMAL AND MOISTURE PROT DOORS AND WINDOWS Doors, Frames, & Hardware Overhead Doors Aluminum Entrances & Stor DOORS AND WINDOWS FINISHES Gypsum Wallboard Tile Terrazzo Resilient Flooring Carpet Floor Treatment Special Coatings Painting Wallcovering FINISHES SPECIAL TIES Marker Boards Toilet Partitions & Acces Louvers & Vents Wall & Corner Guards Access Flooring Flagpoles Signage Lockers Fire Ext. Cabinets, Acces Operable Partitions Miscellaneous Specialties SPECIAL TIES EQUIPMENT Security & Vault Equipmen Audio Visual Equipment Security and Detention Eq Residential Appliance Acoustical Wall Treatment 18,000 1,250.830 (18,000) (512.000) 738,830 85,998 (85,998) ~ ~..: " . Item 12000.0 12500.0 12690.0 12700.0 13000.0 13120.0 14000.0 14200.0 14400.0 15000.0 15300.0 15400.0 15500,0 16000.0 16010.0 16600.0 16610.0 16700.0 17000.0 17100.0 ,I'RO\'IN Page 30f4 AJC Exhibit B-4 - Bid Package Four Schedule "A" - Attachment "E" Description 2/20/200911:24AM Total Amount AJC-36 AJC-30 Variance 738,830 1,354,828 (615,998) 16,485 16,485 0 7,984 7,984 0 126,447 126,447 0 150,916 150,916 0 27,374 100,770 (73,396) 27,374 100,770 (73,396) 791,900 782,000 9,900 791,900 782,000 9,900 431,300 582,470 (151,170) 1,638,219 (1,638,219) 5,001,338 4,569,631 431.707 5,432,638 6,790,321 (1,357,683) EQUIPMENT FURNISHINGS Window Treatments Entry Mats Multiple Seating FURNISHINGS SPEC~LCONSTRucnON Division 13 Subcontractor SPECIAL CONSTRUCTION CONVEYING SYSTEMS Elevators Lifts CONVEYING SYSTEMS MECHANICAL Fire Protection Plumbing HVAC MECHANICAL ELECTRICAL Electrical Subcontractor Special Systems Fire Alann System k ELECTRICAL 5,241,329 3,364,175 1,877,154 203,547 (203,547) 246,602 (246,602) 359,074 (359,074) 5,241,329 4,173,398 1,067,931 MISCELLANEOUS Miscellaneous Total 38,523,129 38,596,846 (73,718) I I ~,'< LJ" I ' . I I I I I I I I I I I I I I I . I I I I I I I I I I I I I .I'RO\'Ii'. Item Description Labor Material Subcontract Equipment Other Sales Tax Sub Bonds 011 Design/Market Ctngy Escalation CM/GC Contingency Lump Sum GC/Fee/Precon Total Page 4 of 4 AJC Exhibit B-4 - Bid Package Four Schedule "A" - Attachment "E" 2/20/200911:24AM AJC-36 Total Amount AJC-30 Variance Estimate Totals 94.457 94,457 0 1,917,936 1,917,936 0 36,510,736 36,584,453 (73,717) 0 0 0 0 0 0 38,523,129 38,596,846 (73,717) 134.256 134.256 0 38,657,385 38,731,102 (73,717) 730.215 731.689 (1,474) 39,387,600 39,462,791 (75,191) 1 ,384,320 1 ,309,129 75,191 40,771,920 40,771,920 0 1 ,672,362 1 ,672,362 0 42,444,282 42,444,282 0 1,061.107 1 ,061 ,107 0 43,505,389 43,505,389 0 4,994,611 4.994.611 0 48,500,000 48,500,000 0 48.500.000 48.500.000 0 C 0 '{, N S T R U cr T ION ~ L ~ :J! HEERY t~ I'; TuRNER ASSOCIATES · .~.. 'AR:;" & PUNN'"', INC ~g> )lJ: nfl1 J:C ~? fI1f11 Z :: -I> -rt .= I . . . . . . . . . I I I I I I I I I I I I I I I I I I , I I I ARC JC - EXHIBIT B-4 - BID PACKAGE FOUR SCHEDULE "A" - ATTACHMENT "F" UNIT COSTS FEBRUARY 20, 2009 EROSION CONTROL Additional DOT Type C Silt Fence 48" Orange Tree Save Fence Sd2 - E - Drop Inlet Silt Protection Sd2 - F - Drop Inlet Silt Protection Sd2 - S - Curb Inlet Silt Protection Straw Matting Blankets Additional Temporary Grassing Haul in and place Crushed Stone at Construction Outlet EARTHWORK Excavate, load and Dispose Off Site of Trash, Debris and Unsuitable Soils Mass Rock Excavation; Ripped (Dispose on Site) Mass Rock Excavation; Ripped (Dispose off Site) Mass Rock Excavation; Blasted (Dispose on Site) Mass Rock Excavation: Blasted (Dispose off Site) Trench Rock Excavation; Dug (Dispose on Site) Trench Rock Excavation; Dug (Dispose off Site) Trench Rock Excavation; Blasted (Dispose on Site) Trench Rock Excavation; Blasted (Dispose off Site) Mucking / Over Excavation for Unsuitable Soils (Dispose on Site) Mucking / Over Excavation for Unsuitable Soils (Dispose off Site) Haul In and Compact Suitable Fill (Using On Site Fill Material) Haul In and Compact Suitable Fill (Haul In New Fill Material) Excavate, load, Transport, Place and Compact Suitable Fill (Using On Site Material) Provide, Haul, Place and Compact Suitable Fill (Using Off Site Fill Material) Haul in and Spreading of Additional Topsoil Haul in, Place and Compact #3 or #34 stone Haul in, Place and Compact #57 stone Haul in, Place and Compact Crush and Run Stone Haul in and Place Rip Rap Stone Concrete Inverts at Manholes UNIT COST CLARIFICATION 1. On site shall be defined as located on the property within Construction limits. 2. Offsite shall be defined as located off of the property and beyond the construction limits. 3. Fill material for excavated unsuitable soils, unsuitable conditions, and rock are NOT to be included in unsuitable soils, unsuitable conditions, or rock unit cost. The cost for replacement fill materials shall be found in the unit cost items associated with hauling and compacting suitable fill. 4. Dug shall be defined as removal of rock using Mechanical Bucket and/or Hammer Type Ram. Page 1 of 1 Unit Cost Unit $4.87 Inft $3.94 Inft $326.11 each $281.13 each $6.52 each $4.22 sqyd $1,360.65 acre $33.74 ton $11.25 cuyd $33.74 cuyd $39.36 cuyd $84.34 cuyd $89.96 cuyd $44.98 cuyd $50.60 cuyd $89.96 cuyd $95.58 cuyd $5.62 cuyd $11.25 cuyd $5.62 cuyd $12.93 cuyd $11.25 cuyd $16.87 cuyd $22.49 cuyd $28.11 ton $22.49 ton $24.74 ton $39.36 ton $281.13 each