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Home My WebLink About2010-02-08-Meeting Agenda Engineering Services Committee Meeting Commission Chamber- 2/8/2010- 12:35 PM ENGINEERING SERVICES 1. Approve Change Order No. 17 in the amount of $167,031.28 to the Construction Contract for the Webster Detention Center (WDC) Expansion. This Change Order also includes a contract time extension of 46 days for Inclement Weather Days experienced by the contractor in 2009. Attachments 2. Motion to approve award of a "Task Order Contract for Water & Sewer Repairs & Installation - Phase II" contract to Tran Construction, Inc. Attachments 3. Approve the deeds of dedication, maintenance agreement, and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase I. Attachments 4. Approve the deeds of dedication, maintenance agreements and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase II. Attachments 5. Approve the deeds of dedication, maintenance agreements and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase III. Attachments 6. Receive as information the Emergency Repair of Pump # 1 in the Auxiliary High Service Pumping Station at Highland Ave. by TAW Augusta Service Center in the amount of $39,670. Attachments 7. Motion to approve an Option for the purposes of acquiring a Right-of- Way between Textron, Inc., as owner, and Augusta, Georgia, as optionee, in connection with the Marvin Griffin Road Improvement Project, conveyed in fee simple (200 sq. ft.) more or less; and (N/A sq. ft.) of permanent easement, more or less; and (7,092 sq. ft.) of temporary construction easement from property located at: 1451 Marvin Griffin Road, private, at the purchase price of $700.00. Attachments 8. Approve award of Construction Contract to Horizon Construction and Associates, Inc. in the amount of $159,836.20 for the Paving Various Roads, Phase Ix – Contract 1 Project, CPB # 324-041110-208824001 subject to receipt of signed Contracts and proper bonds as requested by AED. Funding is available in the project account. Attachments www.augustaga.gov 9. Approve award of Construction Contract to Mabus Brothers Construction and Capital Project Budget in the amount of $2,447,975.08 for the Paving Various Roads (Urban) Project, subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase III Urban Recapture and Phase IV Resurfacing respectively as requested by AED. Attachments 10. Approve award of Construction Contract to Mabus Brothers Construction and Capital Project Budget in the amount of $2,476,552.62 for the Paving Various Roads Project (Suburban), subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase IV Resurfacing as requested by AED. Attachments 11. Approve the modification to the TVS contract to include the design of the TEE Center Parking Deck subject to review by the City Law Department. Attachments 12. Authorize the Engineering Department to approve Capital Project Budget Change Seven and Supplemental Agreement Number Seven from Jordan, Jones & Goulding (JJG) in the amount of $268,378 for the purpose of incorporating the updated noise studies criteria into the environmental document and update the document for re-evaluation to enable the right of way funds to be authorized; additional re-evaluation of the environmental document for construction letting; redesign of existing detention pond impacted by the proposed construction and redesign of the proposed detention pond to satisfy concerns of Norfolk Southern Railway; design of a special design junction box for drainage purposes; update the current traffic volumes as mandated by GDOT to the years of 2014 and 2034; and incorporate design staging details to construct the bridges over Spirit Creek and Norfolk Southern Railroad on the Windsor Spring Road projects, Willis Foreman Road to Tobacco Road (Phase IV) and State Route 88 to Willis Foreman Road (Phase V), ARC projects 323-041110- 299823766 and 323-041110-299823786. Funds are available in the amount of $134,189 Section IV and Section V project right of way accounts to be transferred to the Section IV and Section V project engineering accounts. Attachments Engineering Services Committee Meeting 2/8/2010 12:35 PM Approve CBWDC Change Order #17 Department:Public Services Department - Facilities Management Division Caption:Approve Change Order No. 17 in the amount of $167,031.28 to the Construction Contract for the Webster Detention Center (WDC) Expansion. This Change Order also includes a contract time extension of 46 days for Inclement Weather Days experienced by the contractor in 2009. Background:The current $33.5M Contract with McKnight Construction to construct additions to the Detention Center was approved by the Commission on November 5, 2008, and significantly altered by the addition of the Female Pod (Change Order No. 1) shortly thereafter. Subsequent, additional Change Orders have been approved since that time necessary for on-going construction and enhanced WDC functionality. This Change Order enhances healthcare capability by adding a second set of dental equipment, modifies the proposed size and location of a required grease trap, provides for required power at smoke evacuation fan smoke dampers, and provides for necessary lavatory vent piping. Analysis:This Change Order consists of five major items, each recommended as noted: 1. Additional dental equipment: ($46,356.03) In accordance with the request of the RCSO, a second set of dental equipment to be installed in the Medical Mental Health pod has been proposed. This change will enhance security and safety by providing redundant healthcare services for the large male/female population at the jail facility. 2. Grease trap redesign: ($41,063.98) This item redesigns and relocates the proposed grease trap to match existing jail facility grease trap capabilities as well as relocates to a less conspicuous area behind the Webster Detention Center rather than in front of the facility. This will allow for reduced periodic servicing of the grease trap at a location not detrimental to the functionality and overall appearance to the jail facility. 3. Provision of step-down transformers: ($49,806.77) This item provides step-down transformers and revises necessary sequence operations for the smoke evacuation fan smoke dampers at all pods, which were inadvertently omitted from the Contract Documents. This is required for life-safety in the event of a fire/smoke event at the jail facility. 4. Installation of vent piping: ($29,804.50) This item adds the installation of piping tie-in to vent stacks to allow for lavatory venting at the second floor cells of the Female, Male, and Medical Mental Health pods, which was inadvertently omitted from the Contract Documents and is required for jail facility functionality. 5. Inclement Weather Days for 2009: (46 days) This item adds 46 days to the construction Contract schedule as allowed per Contract Documents because of Inclement Weather Days on which the contractor could not work during Calendar Year 2009. Upon approval of this change order, total spending on project change orders would be at 29% of the contingency budget or 2% of the initial, total construction Cover Memo Item # 1 budget, which is well within budget and industry standards for a detention center of this complexity. Financial Impact:This Change Order will increase McKnight’s construction Contract amount by $167,031.28. The Change Order will be funded by the project’s construction change order contingency, which retains ample funds for future, unforeseen changes. Alternatives:1. Change Order No. 17 items 1 and 2 could be left out; however, jail facility maintenance and operations would be severely compromised. 2. All remaining work in this Change Order is required for enhanced jail facility maintenance and operations Recommendation:Approve Change Order No. 17 in the amount of $167,031.28 to the Construction Contract for the Webster Detention Center (WDC) Expansion. This Change Order also includes a contract time extension of 46 days for Inclement Weather Days experienced by the contractor in 2009. Funds are Available in the Following Accounts: Jail Expansion: GL – 325-05-1130/206351101 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 1 Engineering Services Committee Meeting 2/8/2010 12:35 PM AUD Task Order Contract for Water & Sewer Repairs & Installations Department:Augusta Utilities Caption:Motion to approve award of a "Task Order Contract for Water & Sewer Repairs & Installation - Phase II" contract to Tran Construction, Inc. Background:The Augusta Utilities Department (AUD) is responsible for the installation and repair of the water and sewer line systems throughout the consolidated area of Augusta-Richmond County, Ga. An AUD contract is necessary to provide for normal and urgent repairs. The "Task Order Contract" Bid Item 09-183 was prepared to meet the requirements, advertised and bids were opened December 22, 2009. Analysis:AUD reviewed the contractors' submitted bids for executing the contract for water and sewer repair and installation requirements. The lowest "Task Order" bid of $1,141,329.96, to supply the required equipment and manpower for the work, was submitted by Tran Construction, Inc. AUD reviewed the bids and recommends awarding the contract, in the amount of $1,141,329.96, to accomplish the described work in the "Task Order Contract", as submitted. Financial Impact:All of the $1,141,329.96 will come from the Capital Improvements Fund. Alternatives:The alternate bids are higher. Recommendation:Approve award of the "Task Order Contract for Water & Sewer Repairs & Installation - Phase II contract to Tran Construction, Inc. for $1,141,329.96. Funds are Available in the Following Accounts: 507043410-5425110 80600040-5425110 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 In d i c a t e s q u e s t i o n a b l e c o m p u t a t i o n s WA T E R It e m De s c r i p t i o n Qu a n t i t y Un i t s Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t W- 1 B 8 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $3 9 . 9 6 $5 , 9 9 4 . 0 0 $1 0 . 2 5 $1 , 5 3 7 . 5 0 $1 8 . 3 9 $2 , 7 5 8 . 5 0 $1 7 . 0 0 $2 , 5 5 0 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 W- 1 C 10 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $4 6 . 7 1 $7 , 0 0 6 . 5 0 $1 4 . 0 3 $2 , 1 0 4 . 5 0 $2 4 . 8 6 $3 , 7 2 9 . 0 0 $1 8 . 0 0 $2 , 7 0 0 . 0 0 $3 4 . 0 0 $5 , 1 0 0 . 0 0 W- 1 D 12 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $5 4 . 3 8 $8 , 1 5 6 . 7 0 $1 8 . 4 5 $2 , 7 6 7 . 5 0 $3 2 . 9 1 $4 , 9 3 6 . 5 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $4 2 . 0 0 $6 , 3 0 0 . 0 0 W- 1 G 18 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 5 , C l a s s 2 0 0 15 0 LF $6 2 . 9 1 $9 , 4 3 6 . 5 0 $3 6 . 1 6 $5 , 4 2 4 . 0 0 $6 8 . 0 2 $1 0 , 2 0 3 . 0 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $6 1 . 0 0 $9 , 1 5 0 . 0 0 W- 2 B 8 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $2 4 . 2 5 $3 , 6 3 6 . 9 0 $1 5 . 2 1 $2 , 2 8 1 . 5 0 $2 5 . 3 4 $3 , 8 0 1 . 0 0 $2 2 . 0 0 $3 , 3 0 0 . 0 0 $3 0 . 0 0 $4 , 5 0 0 . 0 0 W- 2 C 10 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 0 . 2 4 $4 , 5 3 6 . 0 0 $1 8 . 9 1 $2 , 8 3 6 . 5 0 $3 1 . 7 0 $4 , 7 5 5 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $3 5 . 0 0 $5 , 2 5 0 . 0 0 W- 2 D 12 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 2 . 3 5 $4 , 8 5 1 . 9 0 $2 3 . 4 1 $3 , 5 1 1 . 5 0 $3 9 . 9 5 $5 , 9 9 2 . 5 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $4 1 . 0 0 $6 , 1 5 0 . 0 0 W- 2 G 18 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 6 . 7 2 $5 , 5 0 8 . 0 0 $5 8 . 0 7 $8 , 7 1 0 . 5 0 $6 8 . 0 2 $1 0 , 2 0 3 . 0 0 $3 6 . 0 0 $5 , 4 0 0 . 0 0 $6 6 . 0 0 $9 , 9 0 0 . 0 0 W- 3 B 8 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $2 3 . 6 0 $3 , 5 3 9 . 7 0 $2 1 . 7 8 $3 , 2 6 7 . 0 0 $2 9 . 7 4 $4 , 4 6 1 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $4 0 . 0 0 $6 , 0 0 0 . 0 0 W- 3 C 10 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $3 1 . 0 5 $4 , 6 5 7 . 5 0 $2 7 . 4 0 $4 , 1 1 0 . 0 0 $3 8 . 0 3 $5 , 7 0 4 . 5 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $4 6 . 0 0 $6 , 9 0 0 . 0 0 W- 3 D 12 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $4 8 . 5 5 $7 , 2 8 2 . 5 0 $3 2 . 6 6 $4 , 8 9 9 . 0 0 $4 6 . 9 8 $7 , 0 4 7 . 0 0 $3 8 . 0 0 $5 , 7 0 0 . 0 0 $5 3 . 0 0 $7 , 9 5 0 . 0 0 W- 3 G 18 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $6 6 . 4 2 $9 , 9 6 3 . 0 0 $8 5 . 1 9 $1 2 , 7 7 8 . 5 0 $9 4 . 9 5 $1 4 , 2 4 2 . 5 0 $4 5 . 0 0 $6 , 7 5 0 . 0 0 $9 4 . 0 0 $1 4 , 1 0 0 . 0 0 W- 3 I 24 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $9 6 . 7 7 $1 4 , 5 1 5 . 2 0 $1 2 9 . 7 2 $1 9 , 4 5 8 . 0 0 $1 3 8 . 3 8 $2 0 , 7 5 7 . 0 0 $5 0 . 0 0 $7 , 5 0 0 . 0 0 $1 4 0 . 0 0 $2 1 , 0 0 0 . 0 0 W- 5 Se l e c t B a c k f i l l , G D O T T y p e I , C l a s s I & I I ( S a n d / C l a y ) - M e a s u r e d i n - p l a c e vo l u m e 50 0 0 CY $ 1 4 . 0 4 $ 7 0 , 2 0 0 . 0 0 $ 7 . 0 0 $ 3 5 , 0 0 0 . 0 0 $ 7 . 6 4 $ 3 8 , 2 0 0 . 0 0 $ 1 7 . 0 0 $ 8 5 , 0 0 0 . 0 0 $ 1 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 W- 6 Mi s c e l l a n e o u s wa t e r p i p e f i t t i n g s a n d c o n n e c t i o n s 15 0 0 LB S $3 . 6 7 $5 , 5 0 8 . 0 0 $2 . 0 0 $3 , 0 0 0 . 0 0 $3 . 5 0 $5 , 2 5 0 . 0 0 $4 . 0 0 $6 , 0 0 0 . 0 0 $6 . 5 0 $9 , 7 5 0 . 0 0 W- 8 Fi r e H y d r a n t , i n s t a l l e d c o m p l e t e w i t h v a l v e , l e a d p i p e , j o i n t r e s t r a i n t , an d b l o c k i n g 24 EA $ 4 , 2 1 2 . 0 0 $ 1 0 1 , 0 8 8 . 0 0 $ 2 , 9 2 2 . 0 0 $ 7 0 , 1 2 8 . 0 0 $ 2 , 8 5 0 . 0 0 $ 6 8 , 4 0 0 . 0 0 $ 3 , 3 6 0 . 0 0 $ 8 0 , 6 4 0 . 0 0 $ 3 , 3 0 0 . 0 0 $ 7 9 , 2 0 0 . 0 0 W- 1 0 A 6" i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 4 EA $ 9 8 8 . 2 0 $ 3 , 9 5 2 . 8 0 $ 5 7 3 . 0 3 $ 2 , 2 9 2 . 1 2 $ 7 6 3 . 4 0 $ 3 , 0 5 3 . 6 0 $ 1 , 1 2 0 . 0 0 $ 4 , 4 8 0 . 0 0 $ 8 5 0 . 0 0 $ 3 , 4 0 0 . 0 0 W- 1 0 B 8" i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 4 EA $ 1 , 8 3 6 . 0 0 $ 7 , 3 4 4 . 0 0 $ 8 4 2 . 7 8 $ 3 , 3 7 1 . 1 2 $ 1 , 0 8 1 . 5 7 $ 4 , 3 2 6 . 2 8 $ 1 , 2 3 2 . 0 0 $ 4 , 9 2 8 . 0 0 $ 1 , 2 0 0 . 0 0 $ 4 , 8 0 0 . 0 0 W- 1 0 C 10 " i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 2 EA $ 2 , 0 7 9 . 0 0 $ 4 , 1 5 8 . 0 0 $ 1 , 2 1 4 . 0 5 $ 2 , 4 2 8 . 1 0 $ 1 , 5 9 2 . 2 5 $ 3 , 1 8 4 . 5 0 $ 1 , 4 0 0 . 0 0 $ 2 , 8 0 0 . 0 0 $ 1 , 7 5 0 . 0 0 $ 3 , 5 0 0 . 0 0 W- 1 0 D 12 " i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 2 EA $ 5 , 6 1 6 . 0 0 $ 1 1 , 2 3 2 . 0 0 $ 1 , 4 4 8 . 4 2 $ 2 , 8 9 6 . 8 4 $ 1 , 9 4 2 . 6 0 $ 3 , 8 8 5 . 2 0 $ 2 , 8 0 0 . 0 0 $ 5 , 6 0 0 . 0 0 $ 2 , 1 0 0 . 0 0 $ 4 , 2 0 0 . 0 0 W- 1 3 6" t a p p i n g s l e e v e , v a l v e , v a l v e b o x , c o m p l e t e 2 EA $1 , 7 2 8 . 0 0 $3 , 4 5 6 . 0 0 $1 , 8 6 0 . 8 2 $3 , 7 2 1 . 6 4 $2 , 4 4 8 . 0 5 $4 , 8 9 6 . 1 0 $1 , 7 0 0 . 0 0 $3 , 4 0 0 . 0 0 $4 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 W- 1 5 Ne w 1 " l o n g s i d e w a t e r s e r v i c e , i n s t a l l e d i n c l u d i n g r e - c o n n e c t i o n , co m p l e t e 2 EA $ 9 7 2 . 0 0 $ 1 , 9 4 4 . 0 0 $ 5 0 3 . 6 5 $ 1 , 0 0 7 . 3 0 $ 8 2 3 . 9 0 $ 1 , 6 4 7 . 8 0 $ 1 , 1 2 0 . 0 0 $ 2 , 2 4 0 . 0 0 $ 1 , 1 0 0 . 0 0 $ 2 , 2 0 0 . 0 0 W- 1 6 Ne w 1 " s h o r t s i d e w a t e r s e r v i c e , i n s t a l l e d i n c l u d i n g r e - c o n n e c t i o n , co m p l e t e 2 EA $ 9 7 2 . 0 0 $ 1 , 9 4 4 . 0 0 $ 3 6 3 . 4 5 $ 7 2 6 . 9 0 $ 4 0 9 . 7 5 $ 8 1 9 . 5 0 $ 8 4 0 . 0 0 $ 1 , 6 8 0 . 0 0 $ 9 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 W- 1 8 Ti e - i n t o e x i s t i n g l i n e 4 EA $1 , 5 1 2 . 0 0 $6 , 0 4 8 . 0 0 $3 0 0 . 0 0 $1 , 2 0 0 . 0 0 $9 9 0 . 0 0 $3 , 9 6 0 . 0 0 $2 , 2 4 0 . 0 0 $8 , 9 6 0 . 0 0 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 W- 2 0 Cu t a n d p l u g e x i s t i n g w a t e r l i n e 2 EA $3 1 3 . 2 0 $6 2 6 . 4 0 $3 0 0 . 0 0 $6 0 0 . 0 0 $1 , 1 0 0 . 0 0 $2 , 2 0 0 . 0 0 $1 , 1 0 0 . 0 0 $2 , 2 0 0 . 0 0 $9 0 0 . 0 0 $1 , 8 0 0 . 0 0 W- 2 1 Mi s c e l l a n e o u s C l a s s A c o n c r e t e 10 0 0 CY $2 3 . 2 2 $2 3 , 2 2 0 . 0 0 $1 1 9 . 0 0 $1 1 9 , 0 0 0 . 0 0 $2 8 . 0 0 $2 8 , 0 0 0 . 0 0 $3 3 . 0 0 $3 3 , 0 0 0 . 0 0 $3 1 . 0 0 $3 1 , 0 0 0 . 0 0 S- 1 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 5 . 7 7 $ 3 , 1 5 3 . 6 0 $ 1 4 . 5 3 $ 2 , 9 0 6 . 0 0 $ 1 7 . 4 3 $ 3 , 4 8 6 . 0 0 $ 1 8 . 0 0 $ 3 , 6 0 0 . 0 0 $ 4 4 . 0 0 $ 8 , 8 0 0 . 0 0 S- 1 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 8 . 0 4 $ 3 , 6 0 7 . 2 0 $ 1 6 . 6 8 $ 3 , 3 3 6 . 0 0 $ 2 0 . 0 7 $ 4 , 0 1 4 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 4 8 . 0 0 $ 9 , 6 0 0 . 0 0 S- 1 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 3 . 1 0 $ 6 , 6 2 0 . 4 0 $ 1 9 . 1 8 $ 3 , 8 3 6 . 0 0 $ 2 3 . 7 0 $ 4 , 7 4 0 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 2 . 0 0 $ 1 0 , 4 0 0 . 0 0 S- 1 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 5 . 2 6 $ 3 , 5 2 6 . 2 0 $ 2 8 . 0 7 $ 2 , 8 0 7 . 0 0 $ 4 7 . 5 5 $ 4 , 7 5 5 . 0 0 $ 4 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 7 9 . 0 0 $ 7 , 9 0 0 . 0 0 S- 1 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 4 7 . 7 4 $ 4 , 7 7 3 . 6 0 $ 3 8 . 7 9 $ 3 , 8 7 9 . 0 0 $ 7 1 . 6 3 $ 7 , 1 6 3 . 0 0 $ 6 5 . 0 0 $ 6 , 5 0 0 . 0 0 $ 9 7 . 0 0 $ 9 , 7 0 0 . 0 0 S- 2 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 6 . 2 0 $ 3 , 2 4 0 . 0 0 $ 1 6 . 5 3 $ 3 , 3 0 6 . 0 0 $ 1 7 . 9 9 $ 3 , 5 9 8 . 0 0 $ 1 8 . 0 0 $ 3 , 6 0 0 . 0 0 $ 4 8 . 0 0 $ 9 , 6 0 0 . 0 0 S- 2 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 8 . 3 6 $ 3 , 6 7 2 . 0 0 $ 1 8 . 6 8 $ 3 , 7 3 6 . 0 0 $ 2 0 . 6 2 $ 4 , 1 2 4 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 5 1 . 0 0 $ 1 0 , 2 0 0 . 0 0 S- 2 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 4 . 5 6 $ 6 , 9 1 2 . 0 0 $ 2 1 . 1 8 $ 4 , 2 3 6 . 0 0 $ 2 4 . 3 6 $ 4 , 8 7 2 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 6 . 0 0 $ 1 1 , 2 0 0 . 0 0 DS U t i l i t i e s , I n c . SA N I T A R Y S E W E R Je f f e r y H a r r i s T r u c k i n g Tr a n C o n s t r u c t i o n Bl a i r C o n s t r u c t i o n L - J , I N C . Attachment number 2Page 1 of 4 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 2 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 9 . 9 6 $ 3 , 9 9 6 . 0 0 $ 3 0 . 0 7 $ 3 , 0 0 7 . 0 0 $ 4 8 . 3 7 $ 4 , 8 3 7 . 0 0 $ 4 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 8 2 . 0 0 $ 8 , 2 0 0 . 0 0 S- 2 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 4 9 . 0 3 $ 4 , 9 0 3 . 2 0 $ 4 0 . 7 9 $ 4 , 0 7 9 . 0 0 $ 7 2 . 9 5 $ 7 , 2 9 5 . 0 0 $ 6 5 . 0 0 $ 6 , 5 0 0 . 0 0 $ 1 0 1 . 0 0 $ 1 0 , 1 0 0 . 0 0 S- 2 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 5 7 . 7 8 $ 5 , 7 7 8 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 2 . 9 9 $ 1 0 , 2 9 9 . 0 0 $ 7 8 . 0 0 $ 7 , 8 0 0 . 0 0 $ 1 6 5 . 0 0 $ 1 6 , 5 0 0 . 0 0 S- 2 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 7 . 5 0 $ 6 , 7 5 0 . 0 0 $ 1 3 7 . 5 6 $ 1 3 , 7 5 6 . 0 0 $ 1 4 0 . 2 1 $ 1 4 , 0 2 1 . 0 0 $ 1 2 3 . 0 0 $ 1 2 , 3 0 0 . 0 0 $ 2 1 0 . 0 0 $ 2 1 , 0 0 0 . 0 0 S- 3 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 7 . 2 8 $ 3 , 4 5 6 . 0 0 $ 1 7 . 0 3 $ 3 , 4 0 6 . 0 0 $ 1 8 . 5 4 $ 3 , 7 0 8 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 5 1 . 0 0 $ 1 0 , 2 0 0 . 0 0 S- 3 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 9 . 4 4 $ 3 , 8 8 8 . 0 0 $ 1 9 . 1 8 $ 3 , 8 3 6 . 0 0 $ 1 9 . 5 8 $ 3 , 9 1 6 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 7 . 0 0 $ 1 1 , 4 0 0 . 0 0 S- 3 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 5 . 3 2 $ 7 , 0 6 3 . 2 0 $ 2 1 . 6 8 $ 4 , 3 3 6 . 0 0 $ 2 5 . 0 8 $ 5 , 0 1 6 . 0 0 $ 2 1 . 0 0 $ 4 , 2 0 0 . 0 0 $ 6 3 . 0 0 $ 1 2 , 6 0 0 . 0 0 S- 3 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 8 . 6 6 $ 5 , 7 9 9 . 6 0 $ 3 1 . 0 7 $ 4 , 6 6 0 . 0 0 $ 4 9 . 4 2 $ 7 , 4 1 3 . 0 0 $ 4 0 . 0 0 $ 6 , 0 0 0 . 0 0 $ 8 9 . 0 0 $ 1 3 , 3 5 0 . 0 0 S- 3 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 5 0 . 1 1 $ 7 , 5 1 6 . 8 0 $ 4 1 . 2 9 $ 6 , 1 9 3 . 5 0 $ 7 4 . 3 3 $ 1 1 , 1 4 9 . 5 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 $ 1 0 7 . 0 0 $ 1 6 , 0 5 0 . 0 0 S- 3 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 1 . 5 6 $ 6 , 1 5 6 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 4 . 8 4 $ 1 0 , 4 8 4 . 0 0 $ 7 8 . 0 0 $ 7 , 8 0 0 . 0 0 $ 1 7 2 . 0 0 $ 1 7 , 2 0 0 . 0 0 S- 3 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 3 . 9 8 $ 7 , 3 9 8 . 0 0 $ 1 3 8 . 5 6 $ 1 3 , 8 5 6 . 0 0 $ 1 4 2 . 3 7 $ 1 4 , 2 3 7 . 0 0 $ 1 2 3 . 0 0 $ 1 2 , 3 0 0 . 0 0 $ 2 1 7 . 0 0 $ 2 1 , 7 0 0 . 0 0 S- 4 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 1 8 . 3 6 $ 2 , 7 5 4 . 0 0 $ 1 7 . 0 3 $ 2 , 5 5 4 . 5 0 $ 1 9 . 1 8 $ 2 , 8 7 7 . 0 0 $ 1 9 . 0 0 $ 2 , 8 5 0 . 0 0 $ 5 9 . 0 0 $ 8 , 8 5 0 . 0 0 S- 4 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 0 . 9 5 $ 3 , 1 4 2 . 8 0 $ 1 9 . 1 8 $ 2 , 8 7 7 . 0 0 $ 2 1 . 9 3 $ 3 , 2 8 9 . 5 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 S- 4 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 3 6 . 4 0 $ 2 , 7 2 9 . 7 0 $ 2 1 . 6 8 $ 1 , 6 2 6 . 0 0 $ 2 5 . 9 8 $ 1 , 9 4 8 . 5 0 $ 2 1 . 0 0 $ 1 , 5 7 5 . 0 0 $ 7 1 . 0 0 $ 5 , 3 2 5 . 0 0 S- 4 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 3 9 . 9 6 $ 2 , 9 9 7 . 0 0 $ 3 1 . 0 7 $ 2 , 3 3 0 . 2 5 $ 5 0 . 5 2 $ 3 , 7 8 9 . 0 0 $ 4 2 . 0 0 $ 3 , 1 5 0 . 0 0 $ 9 7 . 0 0 $ 7 , 2 7 5 . 0 0 S- 4 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 50 LF $ 5 1 . 1 9 $ 2 , 5 5 9 . 6 0 $ 4 1 . 2 9 $ 2 , 0 6 4 . 5 0 $ 7 6 . 2 3 $ 3 , 8 1 1 . 5 0 $ 6 5 . 0 0 $ 3 , 2 5 0 . 0 0 $ 1 1 7 . 0 0 $ 5 , 8 5 0 . 0 0 S- 4 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 6 . 9 9 $ 1 0 , 6 9 9 . 0 0 $ 8 0 . 0 0 $ 8 , 0 0 0 . 0 0 $ 1 8 1 . 0 0 $ 1 8 , 1 0 0 . 0 0 S- 4 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 8 2 . 6 2 $ 8 , 2 6 2 . 0 0 $ 1 3 8 . 5 6 $ 1 3 , 8 5 6 . 0 0 $ 1 4 5 . 1 4 $ 1 4 , 5 1 4 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 2 6 . 0 0 $ 2 2 , 6 0 0 . 0 0 S- 5 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 2 . 0 9 $ 3 , 3 1 3 . 5 0 $ 1 7 . 5 3 $ 2 , 6 2 9 . 5 0 $ 2 0 . 1 7 $ 3 , 0 2 5 . 5 0 $ 1 9 . 0 0 $ 2 , 8 5 0 . 0 0 $ 6 7 . 0 0 $ 1 0 , 0 5 0 . 0 0 S- 5 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 4 . 3 5 $ 3 , 6 5 2 . 5 0 $ 2 0 . 1 8 $ 3 , 0 2 7 . 0 0 $ 2 3 . 0 3 $ 3 , 4 5 4 . 5 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 7 3 . 0 0 $ 1 0 , 9 5 0 . 0 0 S- 5 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 3 . 9 6 $ 3 , 3 9 6 . 0 0 $ 2 3 . 1 8 $ 2 , 3 1 8 . 0 0 $ 2 7 . 3 6 $ 2 , 7 3 6 . 0 0 $ 2 1 . 0 0 $ 2 , 1 0 0 . 0 0 $ 8 3 . 0 0 $ 8 , 3 0 0 . 0 0 S- 5 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 4 . 8 2 $ 3 , 3 6 1 . 5 0 $ 3 2 . 5 7 $ 2 , 4 4 2 . 7 5 $ 5 2 . 5 0 $ 3 , 9 3 7 . 5 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 1 0 . 0 0 $ 8 , 2 5 0 . 0 0 S- 5 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 4 . 6 5 $ 4 , 0 9 8 . 6 0 $ 4 2 . 2 9 $ 3 , 1 7 1 . 7 5 $ 7 9 . 1 1 $ 5 , 9 3 3 . 2 5 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 2 9 . 0 0 $ 9 , 6 7 5 . 0 0 S- 5 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 1 . 6 5 $ 1 2 , 1 6 5 . 0 0 $ 1 1 1 . 0 0 $ 1 1 , 1 0 0 . 0 0 $ 8 0 . 0 0 $ 8 , 0 0 0 . 0 0 $ 1 9 4 . 0 0 $ 1 9 , 4 0 0 . 0 0 S- 5 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 8 2 . 6 2 $ 8 , 2 6 2 . 0 0 $ 1 3 9 . 0 6 $ 1 3 , 9 0 6 . 0 0 $ 1 4 8 . 2 2 $ 1 4 , 8 2 2 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 3 9 . 0 0 $ 2 3 , 9 0 0 . 0 0 S- 6 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 5 . 3 8 $ 3 , 8 0 7 . 0 0 $ 1 8 . 0 3 $ 2 , 7 0 4 . 5 0 $ 2 1 . 3 8 $ 3 , 2 0 7 . 0 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 7 9 . 0 0 $ 1 1 , 8 5 0 . 0 0 S- 6 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 7 . 4 3 $ 4 , 1 1 4 . 8 0 $ 2 0 . 6 8 $ 3 , 1 0 2 . 0 0 $ 2 4 . 3 5 $ 3 , 6 5 2 . 5 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 8 4 . 0 0 $ 1 2 , 6 0 0 . 0 0 Attachment number 2Page 2 of 4 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 6 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 2 . 1 2 $ 3 , 1 5 9 . 0 0 $ 2 3 . 6 8 $ 1 , 7 7 6 . 0 0 $ 2 9 . 0 1 $ 2 , 1 7 5 . 7 5 $ 2 2 . 0 0 $ 1 , 6 5 0 . 0 0 $ 9 0 . 0 0 $ 6 , 7 5 0 . 0 0 S- 6 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 5 . 3 6 $ 3 , 4 0 2 . 0 0 $ 3 3 . 0 7 $ 2 , 4 8 0 . 2 5 $ 5 4 . 9 2 $ 4 , 1 1 9 . 0 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 2 0 . 0 0 $ 9 , 0 0 0 . 0 0 S- 6 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 5 5 . 7 3 $ 8 , 3 5 9 . 2 0 $ 4 3 . 2 9 $ 6 , 4 9 3 . 5 0 $ 8 3 . 2 3 $ 1 2 , 4 8 4 . 5 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 $ 1 4 1 . 0 0 $ 2 1 , 1 5 0 . 0 0 S- 6 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 3 . 1 5 $ 1 2 , 3 1 5 . 0 0 $ 1 1 4 . 6 9 $ 1 1 , 4 6 9 . 0 0 $ 8 4 . 0 0 $ 8 , 4 0 0 . 0 0 $ 2 0 9 . 0 0 $ 2 0 , 9 0 0 . 0 0 S- 6 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 . 0 2 $ 7 0 2 . 0 0 $ 1 3 9 . 5 6 $ 1 3 , 9 5 6 . 0 0 $ 1 5 1 . 9 2 $ 1 5 , 1 9 2 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 5 5 . 0 0 $ 2 5 , 5 0 0 . 0 0 S- 7 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 8 . 6 2 $ 4 , 2 9 3 . 0 0 $ 1 9 . 0 3 $ 2 , 8 5 4 . 5 0 $ 2 2 . 7 4 $ 3 , 4 1 1 . 0 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 9 6 . 0 0 $ 1 4 , 4 0 0 . 0 0 S- 7 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 0 . 7 8 $ 4 , 6 1 7 . 0 0 $ 2 1 . 6 8 $ 3 , 2 5 2 . 0 0 $ 2 7 . 8 0 $ 4 , 1 7 0 . 0 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 1 0 1 . 0 0 $ 1 5 , 1 5 0 . 0 0 S- 7 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 4 . 2 8 $ 3 , 3 2 1 . 0 0 $ 2 4 . 6 8 $ 1 , 8 5 1 . 0 0 $ 3 0 . 9 9 $ 2 , 3 2 4 . 2 5 $ 2 2 . 0 0 $ 1 , 6 5 0 . 0 0 $ 1 0 5 . 0 0 $ 7 , 8 7 5 . 0 0 S- 7 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 7 . 7 4 $ 3 , 5 8 0 . 2 0 $ 3 4 . 0 7 $ 2 , 5 5 5 . 2 5 $ 5 8 . 0 4 $ 4 , 3 5 3 . 0 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 3 4 . 0 0 $ 1 0 , 0 5 0 . 0 0 S- 7 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 8 . 1 0 $ 4 , 3 5 7 . 8 0 $ 4 4 . 2 9 $ 3 , 3 2 1 . 7 5 $ 8 8 . 6 2 $ 6 , 6 4 6 . 5 0 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 5 5 . 0 0 $ 1 1 , 6 2 5 . 0 0 S- 7 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 5 . 3 4 $ 6 , 5 3 4 . 0 0 $ 1 2 4 . 1 5 $ 1 2 , 4 1 5 . 0 0 $ 1 1 8 . 7 0 $ 1 1 , 8 7 0 . 0 0 $ 8 5 . 0 0 $ 8 , 5 0 0 . 0 0 $ 2 2 1 . 0 0 $ 2 2 , 1 0 0 . 0 0 S- 7 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 3 . 9 8 $ 7 , 3 9 8 . 0 0 $ 1 4 0 . 5 6 $ 1 4 , 0 5 6 . 0 0 $ 1 5 6 . 8 4 $ 1 5 , 6 8 4 . 0 0 $ 1 3 0 . 0 0 $ 1 3 , 0 0 0 . 0 0 $ 2 6 8 . 0 0 $ 2 6 , 8 0 0 . 0 0 S- 8 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 0 . 7 8 $ 4 , 6 1 7 . 0 0 $ 1 9 . 5 3 $ 2 , 9 2 9 . 5 0 $ 2 4 . 3 9 $ 3 , 6 5 8 . 5 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 1 1 3 . 0 0 $ 1 6 , 9 5 0 . 0 0 S- 8 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 3 . 0 5 $ 4 , 9 5 7 . 2 0 $ 2 2 . 1 8 $ 3 , 3 2 7 . 0 0 $ 3 0 . 0 7 $ 4 , 5 1 0 . 5 0 $ 2 2 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 1 0 . 0 0 $ 1 6 , 5 0 0 . 0 0 S- 8 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 6 . 6 6 $ 3 , 4 9 9 . 2 0 $ 2 5 . 1 8 $ 1 , 8 8 8 . 5 0 $ 3 3 . 4 6 $ 2 , 5 0 9 . 5 0 $ 2 3 . 0 0 $ 1 , 7 2 5 . 0 0 $ 1 1 5 . 0 0 $ 8 , 6 2 5 . 0 0 S- 8 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 1 . 4 1 $ 3 , 8 5 5 . 6 0 $ 3 4 . 5 7 $ 2 , 5 9 2 . 7 5 $ 6 2 . 0 6 $ 4 , 6 5 4 . 5 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 4 4 . 0 0 $ 1 0 , 8 0 0 . 0 0 S- 8 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 6 0 . 4 8 $ 4 , 5 3 6 . 0 0 $ 4 4 . 7 9 $ 3 , 3 5 9 . 2 5 $ 9 6 . 3 2 $ 7 , 2 2 4 . 0 0 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 6 6 . 0 0 $ 1 2 , 4 5 0 . 0 0 S- 8 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 6 9 . 6 6 $ 5 , 2 2 4 . 5 0 $ 1 2 4 . 6 5 $ 9 , 3 4 8 . 7 5 $ 1 2 7 . 8 3 $ 9 , 5 8 7 . 2 5 $ 8 5 . 0 0 $ 6 , 3 7 5 . 0 0 $ 2 3 4 . 0 0 $ 1 7 , 5 5 0 . 0 0 S- 8 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 7 7 . 2 2 $ 5 , 7 9 1 . 5 0 $ 1 4 1 . 0 6 $ 1 0 , 5 7 9 . 5 0 $ 1 6 6 . 9 0 $ 1 2 , 5 1 7 . 5 0 $ 1 3 0 . 0 0 $ 9 , 7 5 0 . 0 0 $ 2 8 6 . 0 0 $ 2 1 , 4 5 0 . 0 0 S- 9 A 8" d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 6 . 7 2 $ 5 , 5 0 8 . 0 0 $ 4 0 . 9 8 $ 6 , 1 4 7 . 0 0 $ 5 0 . 8 7 $ 7 , 6 3 0 . 5 0 $ 2 2 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 2 5 . 0 0 $ 1 8 , 7 5 0 . 0 0 S- 9 B 10 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 8 . 8 8 $ 5 , 8 3 2 . 0 0 $ 4 7 . 9 1 $ 7 , 1 8 6 . 5 0 $ 6 2 . 1 3 $ 9 , 3 1 9 . 5 0 $ 2 8 . 0 0 $ 4 , 2 0 0 . 0 0 $ 1 3 0 . 0 0 $ 1 9 , 5 0 0 . 0 0 S- 9 C 12 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 5 2 . 6 0 $ 5 , 2 5 9 . 6 0 $ 5 4 . 8 7 $ 5 , 4 8 7 . 0 0 $ 7 0 . 9 1 $ 7 , 0 9 1 . 0 0 $ 3 3 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 3 9 . 0 0 $ 1 3 , 9 0 0 . 0 0 S- 9 F 18 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 6 2 . 1 0 $ 9 , 3 1 5 . 0 0 $ 6 7 . 3 2 $ 1 0 , 0 9 8 . 0 0 $ 1 1 3 . 6 8 $ 1 7 , 0 5 2 . 0 0 $ 5 8 . 0 0 $ 8 , 7 0 0 . 0 0 $ 1 8 0 . 0 0 $ 2 7 , 0 0 0 . 0 0 S- 9 H 24 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 6 8 . 5 8 $ 1 0 , 2 8 7 . 0 0 $ 9 6 . 6 8 $ 1 4 , 5 0 2 . 0 0 $ 1 4 3 . 9 4 $ 2 1 , 5 9 1 . 0 0 $ 7 2 . 0 0 $ 1 0 , 8 0 0 . 0 0 $ 2 0 8 . 0 0 $ 3 1 , 2 0 0 . 0 0 S- 9 I 30 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 7 7 . 2 2 $ 1 1 , 5 8 3 . 0 0 $ 2 0 2 . 5 7 $ 3 0 , 3 8 5 . 5 0 $ 2 1 4 . 1 5 $ 3 2 , 1 2 2 . 5 0 $ 1 9 6 . 0 0 $ 2 9 , 4 0 0 . 0 0 $ 2 7 1 . 0 0 $ 4 0 , 6 5 0 . 0 0 S- 9 J 36 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 8 6 . 9 4 $ 1 3 , 0 4 1 . 0 0 $ 2 5 3 . 0 0 $ 3 7 , 9 5 0 . 0 0 $ 2 7 0 . 4 9 $ 4 0 , 5 7 3 . 5 0 $ 2 4 0 . 0 0 $ 3 6 , 0 0 0 . 0 0 $ 3 2 9 . 0 0 $ 4 9 , 3 5 0 . 0 0 S- 1 3 J 42 " d i a . D u c t i l e i r o n s a n . S e w e r p i p e , C l a s s 3 5 0 , d e p t h 1 2 - 1 4 ' , i n c . T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 40 0 LF $ 1 0 0 . 0 1 $ 4 0 , 0 0 3 . 2 0 $ 3 1 8 . 0 0 $ 1 2 7 , 2 0 0 . 0 0 $ 3 4 4 . 6 9 $ 1 3 7 , 8 7 6 . 0 0 $ 3 0 0 . 0 0 $ 1 2 0 , 0 0 0 . 0 0 $ 3 3 0 . 0 0 $ 1 3 2 , 0 0 0 . 0 0 Attachment number 2Page 3 of 4 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 1 7 A Ja c k & B o r e 1 2 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 6 " d i a . D I P . S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 7 8 . 8 4 $ 1 5 , 7 6 8 . 0 0 $ 9 4 . 7 8 $ 1 8 , 9 5 6 . 0 0 $ 1 5 9 . 4 3 $ 3 1 , 8 8 6 . 0 0 $ 2 0 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 $ 2 0 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 S- 1 7 B Ja c k & B o r e 1 6 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 8 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 9 2 . 4 5 $ 1 8 , 4 8 9 . 0 0 $ 1 2 0 . 0 0 $ 2 4 , 0 0 0 . 0 0 $ 1 7 5 . 4 7 $ 3 5 , 0 9 4 . 0 0 $ 2 8 0 . 0 0 $ 5 6 , 0 0 0 . 0 0 $ 2 3 0 . 0 0 $ 4 6 , 0 0 0 . 0 0 S- 1 7 C Ja c k & B o r e 1 8 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 1 2 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 0 2 . 1 7 $ 2 0 , 4 3 3 . 6 0 $ 1 4 1 . 7 7 $ 2 8 , 3 5 4 . 0 0 $ 2 0 2 . 3 6 $ 4 0 , 4 7 2 . 0 0 $ 3 0 0 . 0 0 $ 6 0 , 0 0 0 . 0 0 $ 2 7 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 S- 1 7 D Ja c k & B o r e 3 0 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 1 8 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 1 1 . 8 9 $ 2 2 , 3 7 7 . 6 0 $ 2 2 8 . 1 8 $ 4 5 , 6 3 6 . 0 0 $ 3 6 4 . 9 6 $ 7 2 , 9 9 2 . 0 0 $ 3 3 6 . 0 0 $ 6 7 , 2 0 0 . 0 0 $ 3 2 0 . 0 0 $ 6 4 , 0 0 0 . 0 0 S- 1 7 E Ja c k & B o r e 3 6 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 2 4 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 2 0 . 5 3 $ 2 4 , 1 0 5 . 6 0 $ 2 7 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 $ 4 4 3 . 3 9 $ 8 8 , 6 7 8 . 0 0 $ 3 6 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 3 8 0 . 0 0 $ 7 6 , 0 0 0 . 0 0 S- 1 8 Se l e c t B a c k f i l l , G D O T T y p e I , C l a s s I & I I ( S a n d / C l a y ) - M e a s u r e d i n - p l a c e vo l u m e 50 0 0 CY $ 1 4 . 0 4 $ 7 0 , 2 0 0 . 0 0 $ 7 . 0 0 $ 3 5 , 0 0 0 . 0 0 $ 7 . 6 4 $ 3 8 , 2 0 0 . 0 0 $ 1 7 . 0 0 $ 8 5 , 0 0 0 . 0 0 $ 1 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 S- 1 9 Mi s c e l l a n e o u s se w e r p i p e f i t t i n g s a n d c o n n e c t i o n s 50 0 0 LB S $3 . 6 7 $1 8 , 3 6 0 . 0 0 $2 . 0 0 $1 0 , 0 0 0 . 0 0 $1 . 5 0 $7 , 5 0 0 . 0 0 $4 . 0 0 $2 0 , 0 0 0 . 0 0 $7 . 0 0 $3 5 , 0 0 0 . 0 0 S- 2 0 A Pr e - c a s t s a n i t a r y m a n h o l e , G D O T S T D 1 0 1 1 A , T y p e 1 , d e p t h 0 - 6 ' ( 4 8 " di a m e t e r ) 20 EA $ 1 , 2 6 9 . 0 0 $ 2 5 , 3 8 0 . 0 0 $ 1 , 5 9 6 . 8 8 $ 3 1 , 9 3 7 . 6 0 $ 1 , 3 7 2 . 2 5 $ 2 7 , 4 4 5 . 0 0 $ 2 , 4 0 0 . 0 0 $ 4 8 , 0 0 0 . 0 0 $ 2 , 1 0 0 . 0 0 $ 4 2 , 0 0 0 . 0 0 S- 2 0 B Pr e - c a s t s a n i t a r y m a n h o l e , G D O T S T D 1 0 1 1 A , T y p e 1 , d e p t h 0 - 6 ' ( 6 0 " di a m e t e r ) 20 EA $ 3 , 0 0 2 . 4 0 $ 6 0 , 0 4 8 . 0 0 $ 2 , 7 0 4 . 8 0 $ 5 4 , 0 9 6 . 0 0 $ 1 , 8 9 3 . 9 2 $ 3 7 , 8 7 8 . 4 0 $ 2 , 7 0 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 $ 2 , 8 0 0 . 0 0 $ 5 6 , 0 0 0 . 0 0 S- 2 1 A Ad d . s a n . M a n h o l e d e p t h , T y p e 1 , d e p t h C l a s s 1 ( 4 8 " d i a . ) 20 VF $1 5 1 . 2 0 $3 , 0 2 4 . 0 0 $2 2 3 . 0 5 $4 , 4 6 1 . 0 0 $2 9 6 . 4 5 $5 , 9 2 9 . 0 0 $2 2 4 . 0 0 $4 , 4 8 0 . 0 0 $2 1 5 . 0 0 $4 , 3 0 0 . 0 0 S- 2 1 B Ad d . s a n . M a n h o l e d e p t h , T y p e 1 , d e p t h C l a s s 1 ( 6 0 " d i a . ) 20 VF $3 1 2 . 1 2 $6 , 2 4 2 . 4 0 $3 8 7 . 1 5 $7 , 7 4 3 . 0 0 $3 8 2 . 8 0 $7 , 6 5 6 . 0 0 $2 5 0 . 0 0 $5 , 0 0 0 . 0 0 $3 0 0 . 0 0 $6 , 0 0 0 . 0 0 S- 2 9 Do g h o u s e / C o n n e c t o r m a n h o l e , i n c l u d i n g b a s e , c o n e , a n d r i n g a n d c o v e r 2 EA $8 1 0 . 0 0 $1 , 6 2 0 . 0 0 $2 , 3 1 2 . 4 0 $4 , 6 2 4 . 8 0 $1 , 8 6 7 . 2 5 $3 , 7 3 4 . 5 0 $4 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $5 , 2 0 0 . 0 0 $1 0 , 4 0 0 . 0 0 S- 3 0 6" s a n i t a r y s e w e r s e r v i c e , c o m p l e t e 20 EA $4 2 0 . 1 2 $8 , 4 0 2 . 4 0 $6 7 0 . 0 0 $1 3 , 4 0 0 . 0 0 $1 , 1 7 8 . 7 6 $2 3 , 5 7 5 . 2 0 $2 , 2 0 0 . 0 0 $4 4 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 S- 3 1 Cu t a n d p l u g e x i s t i n g s a n i t a r y s e w e r , d i a m e t e r v a r i e s 1 EA $5 6 . 1 6 $5 6 . 1 6 $2 0 0 . 0 0 $2 0 0 . 0 0 $1 , 1 5 5 . 0 0 $1 , 1 5 5 . 0 0 $1 , 7 0 0 . 0 0 $1 , 7 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 , 4 0 0 . 0 0 S- 3 2 Cu t a n d p l u g e x i s t i n g m a n h o l e , d i a m e t e r & d e p t h v a r i e s 2 EA $6 3 . 1 8 $1 2 6 . 3 6 $3 5 0 . 0 0 $7 0 0 . 0 0 $1 , 2 6 5 . 0 0 $2 , 5 3 0 . 0 0 $2 , 3 0 0 . 0 0 $4 , 6 0 0 . 0 0 $1 , 8 0 0 . 0 0 $3 , 6 0 0 . 0 0 S- 3 3 Ti e n e w s a n . S e w e r t o e x i s t i n g m a n h o l e s , d i a m e t e r v a r i e s 2 EA $4 0 2 . 8 4 $8 0 5 . 6 8 $7 5 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 4 8 5 . 0 0 $2 , 9 7 0 . 0 0 $1 , 6 8 0 . 0 0 $3 , 3 6 0 . 0 0 $2 , 3 0 0 . 0 0 $4 , 6 0 0 . 0 0 S- 3 4 AC w a t e r M a i n C r o s s i n g 5 EA $1 , 4 7 0 . 9 6 $7 , 3 5 4 . 8 0 $6 7 5 . 0 0 $3 , 3 7 5 . 0 0 $1 , 6 2 9 . 7 6 $8 , 1 4 8 . 8 0 $2 , 8 0 0 . 0 0 $1 4 , 0 0 0 . 0 0 $6 5 0 . 0 0 $3 , 2 5 0 . 0 0 S- 3 5 Du c t i l e I r o n P i p e P o l y e t h y l e n e E n c a s e m e n t 10 0 LF $3 . 2 4 $3 2 4 . 0 0 $3 . 5 0 $3 5 0 . 0 0 $4 . 0 8 $4 0 8 . 0 0 $9 5 . 0 0 $9 , 5 0 0 . 0 0 $5 . 0 0 $5 0 0 . 0 0 S- 3 6 Co n c . e n c a s e m e n t o f s a n . s e w e r ( c r e e k c r o s s i n g s , e t c . ) 10 0 CY $2 4 4 . 0 8 $2 4 , 4 0 8 . 0 0 $1 1 9 . 0 0 $1 1 , 9 0 0 . 0 0 $1 3 2 . 0 0 $1 3 , 2 0 0 . 0 0 $1 6 8 . 0 0 $1 6 , 8 0 0 . 0 0 $2 2 5 . 0 0 $2 2 , 5 0 0 . 0 0 PA V E M E N T P- 1 As p h a l t o v e r l a y , t y p e F , 1 . 5 " t h i c k , m i n i m u m 17 5 0 SY $1 4 . 0 4 $2 4 , 5 7 0 . 0 0 $9 . 0 5 $1 5 , 8 3 7 . 5 0 $8 . 9 2 $1 5 , 6 1 0 . 0 0 $3 3 . 0 0 $5 7 , 7 5 0 . 0 0 $1 6 . 0 0 $2 8 , 0 0 0 . 0 0 P- 2 Gr a d e d a g g r e g a t e b a s e , 1 0 . 5 " t h i c k , 7 " w i d e a n d a s p h a l t p a t c h 2 . 5 " th i c k , i n c l u d i n g r e m o v a l o f 2 . 5 " G A B a n d p l a c e m e n t o f b i t u m i n o u s t a c k co a t 10 0 0 S Y $ 4 3 . 2 0 $ 4 3 , 2 0 0 . 0 0 $ 4 6 . 4 4 $ 4 6 , 4 4 0 . 0 0 $ 2 6 . 4 8 $ 2 6 , 4 8 0 . 0 0 $ 4 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 $ 3 9 . 0 0 $ 3 9 , 0 0 0 . 0 0 P- 9 X" c o n c r e t e c u r b a n d / o r g u t t e r r e m o v a l a n d r e p l a c e m e n t ( a s ap p r o p r i a t e a n d n e c e s s a r y ) 10 0 L F $ 1 8 . 3 6 $ 1 , 8 3 6 . 0 0 $ 1 4 . 5 0 $ 1 , 4 5 0 . 0 0 $ 1 9 . 2 5 $ 1 , 9 2 5 . 0 0 $ 1 8 . 0 0 $ 1 , 8 0 0 . 0 0 $ 3 0 . 0 0 $ 3 , 0 0 0 . 0 0 MI S C E L L A N E O U S M- 1 Fl o w a b l e f i l l 24 5 CY $1 5 3 . 3 6 $3 7 , 5 7 3 . 2 0 $1 1 9 . 0 0 $2 9 , 1 5 5 . 0 0 $9 6 . 7 6 $2 3 , 7 0 6 . 2 0 $6 0 . 0 0 $1 4 , 7 0 0 . 0 0 $9 5 . 0 0 $2 3 , 2 7 5 . 0 0 M- 2 Ro c k e x c a v a t i o n 15 0 CY $9 . 7 2 $1 , 4 5 8 . 0 0 $5 0 . 0 0 $7 , 5 0 0 . 0 0 $5 0 . 9 3 $7 , 6 3 9 . 5 0 $8 5 . 0 0 $1 2 , 7 5 0 . 0 0 $1 1 0 . 0 0 $1 6 , 5 0 0 . 0 0 M- 3 Fo u n d a t i o n b a c k f i l l G D O T T y p e I I , f o r a d d i t i o n a l u n c l a s s i f i e d e x c a v a t i o n 15 0 CY $1 6 . 2 0 $2 , 4 3 0 . 0 0 $7 . 0 0 $1 , 0 5 0 . 0 0 $1 8 . 3 2 $2 , 7 4 8 . 0 0 $1 2 3 . 0 0 $1 8 , 4 5 0 . 0 0 $3 6 . 0 0 $5 , 4 0 0 . 0 0 M- 4 Cl e a r i n g a n d G r u b b i n g 5 Ac r e $3 2 . 8 3 $1 6 4 . 1 6 $6 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $4 , 5 8 3 . 4 8 $2 2 , 9 1 7 . 4 0 $1 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $3 2 , 5 0 0 . 0 0 M- 5 Fe n c e r e m o v a l & r e p l a c e m e n t , N e w , r e p l a c e m e n t i n k i n d 10 0 LF $1 0 . 8 0 $1 , 0 8 0 . 0 0 $1 8 . 0 0 $1 , 8 0 0 . 0 0 $1 5 . 2 7 $1 , 5 2 7 . 0 0 $1 7 . 0 0 $1 , 7 0 0 . 0 0 $1 3 . 0 0 $1 , 3 0 0 . 0 0 Lu m p S u m LS - 1 Lu m p S u m C o n s t r u c t i o n 1 LS $1 2 , 8 1 9 . 6 0 $1 2 , 8 1 9 . 6 0 $0 . 0 0 $0 . 0 0 $0 . 0 0 $4 6 , 5 6 0 . 0 0 $4 6 , 5 6 0 . 0 0 $2 6 0 , 2 3 8 . 0 0 $2 6 0 , 2 3 8 . 0 0 Co m p u t e d B i d T o t a l $1 , 1 4 0 , 7 2 9 . 9 6 $1 , 3 4 5 , 1 2 2 . 6 7 $1 , 4 5 2 , 1 5 9 . 4 8 $1 , 5 7 9 , 3 1 8 . 0 0 $2 , 3 6 2 , 1 2 3 . 0 0 Ac t u a l B i d T o t a l $1 , 1 4 1 , 3 2 9 . 9 6 $1 , 3 4 5 , 1 2 2 . 6 7 $1 , 4 5 2 , 1 5 9 . 4 8 $1 , 5 7 9 , 3 1 8 . 0 0 $2 , 3 6 2 , 1 2 3 . 0 0 Di f f e r e n c e ( A c t u a l - C o m p u t e d ) $6 0 0 . 0 0 $0 . 0 0 $0 . 0 0 $0 . 0 0 $0 . 0 0 Attachment number 2Page 4 of 4 Invitation To Bid Sealed bids will be received at this office until 3:00 p.m. Tuesday, December 22, 2009 for furnishing: Bid Item #09-183 Task Order Contract for Water & Sewer Systems Repairs & Installation – Phase II for Utilities Department Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams Procurement Department 530 Greene Street - Room 605 Augusta, Georgia 30901 706-821-2422 Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street – Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all prime, subcontractors and suppliers exclusively from Imaging Technologies. The fees for the plans and specifications which are non-refundable is $25.00. Documents may be examined during regular business hours at the F. W. Dodge Plan Room; 1281 Broad Street, Augusta, GA 30901. It is the wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the opportunity to view plans online (www.itrepro.com) at no charge through Imaging Technologies (706 724-7924) beginning Thursday, November 12, 2009. Bidders are cautioned that submitting a package without Procurement of a complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with other work that is material to the successful completion of the project. Bidders are cautioned that sequestration of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. A Mandatory Pre-Bid Conference will be held on Friday, December 4, 2009 @ 10:00 a.m. in the Procurement Department – Room 605. All questions must be submitted in writing to the office of the Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered. All questions are to be submitted in writing by Tuesday, December 8, 2009 by 5:00 p.m. No Bid may be withdrawn for a period of 60 days after time has been called on the date of opening. A 10% Bid bond is required to be submitted in a separate envelope so marked along with the bidders’ qualifications; a 100% performance bond and a 100% payment bond will be required for award. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the envelope. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle November 12, 19, 26, December 3, 2009 Metro Courier November 18, 2009 cc: Tameka Allen Interim Deputy Administrator Drew Goins Utilities Department Jerry Delaughter Utilities Department Joe Holland Utilities Department Attachment number 3Page 1 of 1 Vendors: Attachment B Addendum Bid Bond Lump Sum Pricing Blair Construction PO Box 770 Evans, GA 30809 YES YES YES $1,452,159.48 D&S Utilities 1644 Holy Trinity Church Rd Little Mountain, SC 29075 YES YES YES $2,352,123.00 Harris Trucking Inc. 1736 Barton Chapel Rd Augusta, GA 30909 YES YES YES $1,345,122.67 L-J Inc 603 Pine Log Road Beech Island, SC 29842 YES YES YES $1,579,318.00 Tran Construction 3855 Red Oak Court Martinez, GA 30907 YES YES YES $1,141,329.96 Columbia Diversified, Inc 6677 Eubanks Drive Appling, GA 30802 Eagle Utility 1350 Branch Road Bishop, GA 30621 Trak South P.O. Box 211907 Augusta, GA 30909 Bid Item #09-183 Task Order Contract for Water & Sewer System Repairs & Installation - Phase II For the City of Augusta - Utilities Department Bid Opening Date: Tuesday, December 22, 2009 at 3:00 p.m. Page 1 of 1 Attachment number 4Page 1 of 1 Attachment number 5Page 1 of 1 Attachment number 6Page 1 of 3 Attachment number 6Page 2 of 3 Attachment number 6Page 3 of 3 Attachment number 7Page 1 of 1 Attachment number 8Page 1 of 6 Attachment number 8Page 2 of 6 Attachment number 8Page 3 of 6 Attachment number 8Page 4 of 6 Attachment number 8Page 5 of 6 Attachment number 8Page 6 of 6 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 In d i c a t e s q u e s t i o n a b l e c o m p u t a t i o n s WA T E R It e m De s c r i p t i o n Qu a n t i t y Un i t s Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t Un i t P r i c e Am o u n t W- 1 B 8 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $3 9 . 9 6 $5 , 9 9 4 . 0 0 $1 0 . 2 5 $1 , 5 3 7 . 5 0 $1 8 . 3 9 $2 , 7 5 8 . 5 0 $1 7 . 0 0 $2 , 5 5 0 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 W- 1 C 10 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $4 6 . 7 1 $7 , 0 0 6 . 5 0 $1 4 . 0 3 $2 , 1 0 4 . 5 0 $2 4 . 8 6 $3 , 7 2 9 . 0 0 $1 8 . 0 0 $2 , 7 0 0 . 0 0 $3 4 . 0 0 $5 , 1 0 0 . 0 0 W- 1 D 12 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 0 , C l a s s 2 0 0 15 0 LF $5 4 . 3 8 $8 , 1 5 6 . 7 0 $1 8 . 4 5 $2 , 7 6 7 . 5 0 $3 2 . 9 1 $4 , 9 3 6 . 5 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $4 2 . 0 0 $6 , 3 0 0 . 0 0 W- 1 G 18 " d i a . , P V C , w a t e r t r a n s m i s s i o n m a i n , C 9 0 5 , C l a s s 2 0 0 15 0 LF $6 2 . 9 1 $9 , 4 3 6 . 5 0 $3 6 . 1 6 $5 , 4 2 4 . 0 0 $6 8 . 0 2 $1 0 , 2 0 3 . 0 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $6 1 . 0 0 $9 , 1 5 0 . 0 0 W- 2 B 8 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $2 4 . 2 5 $3 , 6 3 6 . 9 0 $1 5 . 2 1 $2 , 2 8 1 . 5 0 $2 5 . 3 4 $3 , 8 0 1 . 0 0 $2 2 . 0 0 $3 , 3 0 0 . 0 0 $3 0 . 0 0 $4 , 5 0 0 . 0 0 W- 2 C 10 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 0 . 2 4 $4 , 5 3 6 . 0 0 $1 8 . 9 1 $2 , 8 3 6 . 5 0 $3 1 . 7 0 $4 , 7 5 5 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $3 5 . 0 0 $5 , 2 5 0 . 0 0 W- 2 D 12 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 2 . 3 5 $4 , 8 5 1 . 9 0 $2 3 . 4 1 $3 , 5 1 1 . 5 0 $3 9 . 9 5 $5 , 9 9 2 . 5 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $4 1 . 0 0 $6 , 1 5 0 . 0 0 W- 2 G 18 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , s t a n d a r d j t . 15 0 LF $3 6 . 7 2 $5 , 5 0 8 . 0 0 $5 8 . 0 7 $8 , 7 1 0 . 5 0 $6 8 . 0 2 $1 0 , 2 0 3 . 0 0 $3 6 . 0 0 $5 , 4 0 0 . 0 0 $6 6 . 0 0 $9 , 9 0 0 . 0 0 W- 3 B 8 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $2 3 . 6 0 $3 , 5 3 9 . 7 0 $2 1 . 7 8 $3 , 2 6 7 . 0 0 $2 9 . 7 4 $4 , 4 6 1 . 0 0 $2 7 . 0 0 $4 , 0 5 0 . 0 0 $4 0 . 0 0 $6 , 0 0 0 . 0 0 W- 3 C 10 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $3 1 . 0 5 $4 , 6 5 7 . 5 0 $2 7 . 4 0 $4 , 1 1 0 . 0 0 $3 8 . 0 3 $5 , 7 0 4 . 5 0 $3 1 . 0 0 $4 , 6 5 0 . 0 0 $4 6 . 0 0 $6 , 9 0 0 . 0 0 W- 3 D 12 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $4 8 . 5 5 $7 , 2 8 1 . 9 0 $3 2 . 6 6 $4 , 8 9 9 . 0 0 $4 6 . 9 8 $7 , 0 4 7 . 0 0 $3 8 . 0 0 $5 , 7 0 0 . 0 0 $5 3 . 0 0 $7 , 9 5 0 . 0 0 W- 3 G 18 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $6 6 . 4 2 $9 , 9 6 3 . 0 0 $8 5 . 1 9 $1 2 , 7 7 8 . 5 0 $9 4 . 9 5 $1 4 , 2 4 2 . 5 0 $4 5 . 0 0 $6 , 7 5 0 . 0 0 $9 4 . 0 0 $1 4 , 1 0 0 . 0 0 W- 3 I 24 " d i a . , D I P , w a t e r t r a n s . m a i n , C l a s s 3 5 0 , r e s t r a i n e d j t . 15 0 LF $9 6 . 7 7 $1 4 , 5 1 5 . 2 0 $1 2 9 . 7 2 $1 9 , 4 5 8 . 0 0 $1 3 8 . 3 8 $2 0 , 7 5 7 . 0 0 $5 0 . 0 0 $7 , 5 0 0 . 0 0 $1 4 0 . 0 0 $2 1 , 0 0 0 . 0 0 W- 5 Se l e c t B a c k f i l l , G D O T T y p e I , C l a s s I & I I ( S a n d / C l a y ) - M e a s u r e d i n - p l a c e vo l u m e 50 0 0 CY $ 1 4 . 0 4 $ 7 0 , 2 0 0 . 0 0 $ 7 . 0 0 $ 3 5 , 0 0 0 . 0 0 $ 7 . 6 4 $ 3 8 , 2 0 0 . 0 0 $ 1 7 . 0 0 $ 8 5 , 0 0 0 . 0 0 $ 1 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 W- 6 Mi s c e l l a n e o u s wa t e r p i p e f i t t i n g s a n d c o n n e c t i o n s 15 0 0 LB S $3 . 6 7 $5 , 5 0 8 . 0 0 $2 . 0 0 $3 , 0 0 0 . 0 0 $3 . 5 0 $5 , 2 5 0 . 0 0 $4 . 0 0 $6 , 0 0 0 . 0 0 $6 . 5 0 $9 , 7 5 0 . 0 0 W- 8 Fi r e H y d r a n t , i n s t a l l e d c o m p l e t e w i t h v a l v e , l e a d p i p e , j o i n t r e s t r a i n t , an d b l o c k i n g 24 EA $ 4 , 2 1 2 . 0 0 $ 1 0 1 , 0 8 8 . 0 0 $ 2 , 9 2 2 . 0 0 $ 7 0 , 1 2 8 . 0 0 $ 2 , 8 5 0 . 0 0 $ 6 8 , 4 0 0 . 0 0 $ 3 , 3 6 0 . 0 0 $ 8 0 , 6 4 0 . 0 0 $ 3 , 3 0 0 . 0 0 $ 7 9 , 2 0 0 . 0 0 W- 1 0 A 6" i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 4 EA $ 9 8 8 . 2 0 $ 3 , 9 5 2 . 8 0 $ 5 7 3 . 0 3 $ 2 , 2 9 2 . 1 2 $ 7 6 3 . 4 0 $ 3 , 0 5 3 . 6 0 $ 1 , 1 2 0 . 0 0 $ 4 , 4 8 0 . 0 0 $ 8 5 0 . 0 0 $ 3 , 4 0 0 . 0 0 W- 1 0 B 8" i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 4 EA $ 1 , 8 3 6 . 0 0 $ 7 , 3 4 4 . 0 0 $ 8 4 2 . 7 8 $ 3 , 3 7 1 . 1 2 $ 1 , 0 8 1 . 5 7 $ 4 , 3 2 6 . 2 8 $ 1 , 2 3 2 . 0 0 $ 4 , 9 2 8 . 0 0 $ 1 , 2 0 0 . 0 0 $ 4 , 8 0 0 . 0 0 W- 1 0 C 10 " i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 2 EA $ 2 , 0 7 9 . 0 0 $ 4 , 1 5 8 . 0 0 $ 1 , 2 1 4 . 0 5 $ 2 , 4 2 8 . 1 0 $ 1 , 5 9 2 . 2 5 $ 3 , 1 8 4 . 5 0 $ 1 , 4 0 0 . 0 0 $ 2 , 8 0 0 . 0 0 $ 1 , 7 5 0 . 0 0 $ 3 , 5 0 0 . 0 0 W- 1 0 D 12 " i n - l i n e g a t e v a l v e , i n c l u d i n g v a l v e b o x , i n s t a l l e d , c o m p l e t e , o p e n ri g h t / l e f t 2 EA $ 5 , 6 1 6 . 0 0 $ 1 1 , 2 3 2 . 0 0 $ 1 , 4 4 8 . 4 2 $ 2 , 8 9 6 . 8 4 $ 1 , 9 4 2 . 6 0 $ 3 , 8 8 5 . 2 0 $ 2 , 8 0 0 . 0 0 $ 5 , 6 0 0 . 0 0 $ 2 , 1 0 0 . 0 0 $ 4 , 2 0 0 . 0 0 W- 1 3 6" t a p p i n g s l e e v e , v a l v e , v a l v e b o x , c o m p l e t e 2 EA $1 , 7 2 8 . 0 0 $3 , 4 5 6 . 0 0 $1 , 8 6 0 . 8 2 $3 , 7 2 1 . 6 4 $2 , 4 4 8 . 0 5 $4 , 8 9 6 . 1 0 $1 , 7 0 0 . 0 0 $3 , 4 0 0 . 0 0 $4 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 W- 1 5 Ne w 1 " l o n g s i d e w a t e r s e r v i c e , i n s t a l l e d i n c l u d i n g r e - c o n n e c t i o n , co m p l e t e 2 EA $ 9 7 2 . 0 0 $ 1 , 9 4 4 . 0 0 $ 5 0 3 . 6 5 $ 1 , 0 0 7 . 3 0 $ 8 2 3 . 9 0 $ 1 , 6 4 7 . 8 0 $ 1 , 1 2 0 . 0 0 $ 2 , 2 4 0 . 0 0 $ 1 , 1 0 0 . 0 0 $ 2 , 2 0 0 . 0 0 W- 1 6 Ne w 1 " s h o r t s i d e w a t e r s e r v i c e , i n s t a l l e d i n c l u d i n g r e - c o n n e c t i o n , co m p l e t e 2 EA $ 9 7 2 . 0 0 $ 1 , 9 4 4 . 0 0 $ 3 6 3 . 4 5 $ 7 2 6 . 9 0 $ 4 0 9 . 7 5 $ 8 1 9 . 5 0 $ 8 4 0 . 0 0 $ 1 , 6 8 0 . 0 0 $ 9 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 W- 1 8 Ti e - i n t o e x i s t i n g l i n e 4 EA $1 , 5 1 2 . 0 0 $6 , 0 4 8 . 0 0 $3 0 0 . 0 0 $1 , 2 0 0 . 0 0 $9 9 0 . 0 0 $3 , 9 6 0 . 0 0 $2 , 2 4 0 . 0 0 $8 , 9 6 0 . 0 0 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 W- 2 0 Cu t a n d p l u g e x i s t i n g w a t e r l i n e 2 EA $3 1 3 . 2 0 $6 2 6 . 4 0 $3 0 0 . 0 0 $6 0 0 . 0 0 $1 , 1 0 0 . 0 0 $2 , 2 0 0 . 0 0 $1 , 1 0 0 . 0 0 $2 , 2 0 0 . 0 0 $9 0 0 . 0 0 $1 , 8 0 0 . 0 0 W- 2 1 Mi s c e l l a n e o u s C l a s s A c o n c r e t e 10 0 0 CY $2 3 . 2 2 $2 3 , 2 2 0 . 0 0 $1 1 9 . 0 0 $1 1 9 , 0 0 0 . 0 0 $2 8 . 0 0 $2 8 , 0 0 0 . 0 0 $3 3 . 0 0 $3 3 , 0 0 0 . 0 0 $3 1 . 0 0 $3 1 , 0 0 0 . 0 0 S- 1 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 5 . 7 7 $ 3 , 1 5 3 . 6 0 $ 1 4 . 5 3 $ 2 , 9 0 6 . 0 0 $ 1 7 . 4 3 $ 3 , 4 8 6 . 0 0 $ 1 8 . 0 0 $ 3 , 6 0 0 . 0 0 $ 4 4 . 0 0 $ 8 , 8 0 0 . 0 0 S- 1 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 8 . 0 4 $ 3 , 6 0 7 . 2 0 $ 1 6 . 6 8 $ 3 , 3 3 6 . 0 0 $ 2 0 . 0 7 $ 4 , 0 1 4 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 4 8 . 0 0 $ 9 , 6 0 0 . 0 0 S- 1 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 3 . 1 0 $ 6 , 6 2 0 . 4 0 $ 1 9 . 1 8 $ 3 , 8 3 6 . 0 0 $ 2 3 . 7 0 $ 4 , 7 4 0 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 2 . 0 0 $ 1 0 , 4 0 0 . 0 0 S- 1 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 5 . 2 6 $ 3 , 5 2 6 . 2 0 $ 2 8 . 0 7 $ 2 , 8 0 7 . 0 0 $ 4 7 . 5 5 $ 4 , 7 5 5 . 0 0 $ 4 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 7 9 . 0 0 $ 7 , 9 0 0 . 0 0 S- 1 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 0 - 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 4 7 . 7 4 $ 4 , 7 7 3 . 6 0 $ 3 8 . 7 9 $ 3 , 8 7 9 . 0 0 $ 7 1 . 6 3 $ 7 , 1 6 3 . 0 0 $ 6 5 . 0 0 $ 6 , 5 0 0 . 0 0 $ 9 7 . 0 0 $ 9 , 7 0 0 . 0 0 S- 2 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 6 . 2 0 $ 3 , 2 4 0 . 0 0 $ 1 6 . 5 3 $ 3 , 3 0 6 . 0 0 $ 1 7 . 9 9 $ 3 , 5 9 8 . 0 0 $ 1 8 . 0 0 $ 3 , 6 0 0 . 0 0 $ 4 8 . 0 0 $ 9 , 6 0 0 . 0 0 S- 2 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 8 . 3 6 $ 3 , 6 7 2 . 0 0 $ 1 8 . 6 8 $ 3 , 7 3 6 . 0 0 $ 2 0 . 6 2 $ 4 , 1 2 4 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 5 1 . 0 0 $ 1 0 , 2 0 0 . 0 0 S- 2 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 4 . 5 6 $ 6 , 9 1 2 . 0 0 $ 2 1 . 1 8 $ 4 , 2 3 6 . 0 0 $ 2 4 . 3 6 $ 4 , 8 7 2 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 6 . 0 0 $ 1 1 , 2 0 0 . 0 0 DS U t i l i t i e s , I n c . SA N I T A R Y S E W E R Je f f e r y H a r r i s T r u c k i n g Tr a n C o n s t r u c t i o n Bl a i r C o n s t r u c t i o n L - J , I N C . Attachment number 9Page 1 of 5 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 2 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 9 . 9 6 $ 3 , 9 9 6 . 0 0 $ 3 0 . 0 7 $ 3 , 0 0 7 . 0 0 $ 4 8 . 3 7 $ 4 , 8 3 7 . 0 0 $ 4 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 8 2 . 0 0 $ 8 , 2 0 0 . 0 0 S- 2 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 4 9 . 0 3 $ 4 , 9 0 3 . 2 0 $ 4 0 . 7 9 $ 4 , 0 7 9 . 0 0 $ 7 2 . 9 5 $ 7 , 2 9 5 . 0 0 $ 6 5 . 0 0 $ 6 , 5 0 0 . 0 0 $ 1 0 1 . 0 0 $ 1 0 , 1 0 0 . 0 0 S- 2 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 5 7 . 7 8 $ 5 , 7 7 8 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 2 . 9 9 $ 1 0 , 2 9 9 . 0 0 $ 7 8 . 0 0 $ 7 , 8 0 0 . 0 0 $ 1 6 5 . 0 0 $ 1 6 , 5 0 0 . 0 0 S- 2 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 6 - 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 7 . 5 0 $ 6 , 7 5 0 . 0 0 $ 1 3 7 . 5 6 $ 1 3 , 7 5 6 . 0 0 $ 1 4 0 . 2 1 $ 1 4 , 0 2 1 . 0 0 $ 1 2 3 . 0 0 $ 1 2 , 3 0 0 . 0 0 $ 2 1 0 . 0 0 $ 2 1 , 0 0 0 . 0 0 S- 3 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 7 . 2 8 $ 3 , 4 5 6 . 0 0 $ 1 7 . 0 3 $ 3 , 4 0 6 . 0 0 $ 1 8 . 5 4 $ 3 , 7 0 8 . 0 0 $ 1 9 . 0 0 $ 3 , 8 0 0 . 0 0 $ 5 1 . 0 0 $ 1 0 , 2 0 0 . 0 0 S- 3 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 1 9 . 4 4 $ 3 , 8 8 8 . 0 0 $ 1 9 . 1 8 $ 3 , 8 3 6 . 0 0 $ 1 9 . 5 8 $ 3 , 9 1 6 . 0 0 $ 2 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 5 7 . 0 0 $ 1 1 , 4 0 0 . 0 0 S- 3 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 20 0 LF $ 3 5 . 3 2 $ 7 , 0 6 3 . 2 0 $ 2 1 . 6 8 $ 4 , 3 3 6 . 0 0 $ 2 5 . 0 8 $ 5 , 0 1 6 . 0 0 $ 2 1 . 0 0 $ 4 , 2 0 0 . 0 0 $ 6 3 . 0 0 $ 1 2 , 6 0 0 . 0 0 S- 3 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 8 . 6 6 $ 5 , 7 9 9 . 6 0 $ 3 1 . 0 7 $ 4 , 6 6 0 . 0 0 $ 4 9 . 4 2 $ 7 , 4 1 3 . 0 0 $ 4 0 . 0 0 $ 6 , 0 0 0 . 0 0 $ 8 9 . 0 0 $ 1 3 , 3 5 0 . 0 0 S- 3 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 5 0 . 1 1 $ 7 , 5 1 6 . 8 0 $ 4 1 . 2 9 $ 6 , 1 9 3 . 5 0 $ 7 4 . 3 3 $ 1 1 , 1 4 9 . 5 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 $ 1 0 7 . 0 0 $ 1 6 , 0 5 0 . 0 0 S- 3 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 1 . 5 6 $ 6 , 1 5 6 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 4 . 8 4 $ 1 0 , 4 8 4 . 0 0 $ 7 8 . 0 0 $ 7 , 8 0 0 . 0 0 $ 1 7 2 . 0 0 $ 1 7 , 2 0 0 . 0 0 S- 3 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 8 - 1 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 3 . 9 8 $ 7 , 3 9 8 . 0 0 $ 1 3 8 . 5 6 $ 1 3 , 8 5 6 . 0 0 $ 1 4 2 . 3 7 $ 1 4 , 2 3 7 . 0 0 $ 1 2 3 . 0 0 $ 1 2 , 3 0 0 . 0 0 $ 2 1 7 . 0 0 $ 2 1 , 7 0 0 . 0 0 S- 4 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 1 8 . 3 6 $ 2 , 7 5 4 . 0 0 $ 1 7 . 0 3 $ 2 , 5 5 4 . 5 0 $ 1 9 . 1 8 $ 2 , 8 7 7 . 0 0 $ 1 9 . 0 0 $ 2 , 8 5 0 . 0 0 $ 5 9 . 0 0 $ 8 , 8 5 0 . 0 0 S- 4 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 0 . 9 5 $ 3 , 1 4 2 . 8 0 $ 1 9 . 1 8 $ 2 , 8 7 7 . 0 0 $ 2 1 . 9 3 $ 3 , 2 8 9 . 5 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 S- 4 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 3 6 . 4 0 $ 2 , 7 2 9 . 7 0 $ 2 1 . 6 8 $ 1 , 6 2 6 . 0 0 $ 2 5 . 9 8 $ 1 , 9 4 8 . 5 0 $ 2 1 . 0 0 $ 1 , 5 7 5 . 0 0 $ 7 1 . 0 0 $ 5 , 3 2 5 . 0 0 S- 4 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 3 9 . 9 6 $ 2 , 9 9 7 . 0 0 $ 3 1 . 0 7 $ 2 , 3 3 0 . 2 5 $ 5 0 . 5 2 $ 3 , 7 8 9 . 0 0 $ 4 2 . 0 0 $ 3 , 1 5 0 . 0 0 $ 9 7 . 0 0 $ 7 , 2 7 5 . 0 0 S- 4 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 50 LF $ 5 1 . 1 9 $ 2 , 5 5 9 . 6 0 $ 4 1 . 2 9 $ 2 , 0 6 4 . 5 0 $ 7 6 . 2 3 $ 3 , 8 1 1 . 5 0 $ 6 5 . 0 0 $ 3 , 2 5 0 . 0 0 $ 1 1 7 . 0 0 $ 5 , 8 5 0 . 0 0 S- 4 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 1 . 1 5 $ 1 2 , 1 1 5 . 0 0 $ 1 0 6 . 9 9 $ 1 0 , 6 9 9 . 0 0 $ 8 0 . 0 0 $ 8 , 0 0 0 . 0 0 $ 1 8 1 . 0 0 $ 1 8 , 1 0 0 . 0 0 S- 4 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 0 - 1 2 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 8 2 . 6 2 $8 2 . 6 2 $1 3 8 . 5 6 $ 1 3 , 8 5 6 . 0 0 $ 1 4 5 . 1 4 $ 1 4 , 5 1 4 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 2 6 . 0 0 $ 2 2 , 6 0 0 . 0 0 S- 5 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 2 . 0 9 $ 3 , 3 1 2 . 9 0 $ 1 7 . 5 3 $ 2 , 6 2 9 . 5 0 $ 2 0 . 1 7 $ 3 , 0 2 5 . 5 0 $ 1 9 . 0 0 $ 2 , 8 5 0 . 0 0 $ 6 7 . 0 0 $ 1 0 , 0 5 0 . 0 0 S- 5 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 4 . 3 5 $ 3 , 6 5 3 . 1 0 $ 2 0 . 1 8 $ 3 , 0 2 7 . 0 0 $ 2 3 . 0 3 $ 3 , 4 5 4 . 5 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 7 3 . 0 0 $ 1 0 , 9 5 0 . 0 0 S- 5 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 3 3 . 9 6 $3 , 9 9 6 . 0 0 $2 3 . 1 8 $ 2 , 3 1 8 . 0 0 $ 2 7 . 3 6 $ 2 , 7 3 6 . 0 0 $ 2 1 . 0 0 $ 2 , 1 0 0 . 0 0 $ 8 3 . 0 0 $ 8 , 3 0 0 . 0 0 S- 5 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 4 . 8 2 $ 3 , 3 6 1 . 5 0 $ 3 2 . 5 7 $ 2 , 4 4 2 . 7 5 $ 5 2 . 5 0 $ 3 , 9 3 7 . 5 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 1 0 . 0 0 $ 8 , 2 5 0 . 0 0 S- 5 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 4 . 6 5 $ 4 , 0 9 8 . 6 0 $ 4 2 . 2 9 $ 3 , 1 7 1 . 7 5 $ 7 9 . 1 1 $ 5 , 9 3 3 . 2 5 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 2 9 . 0 0 $ 9 , 6 7 5 . 0 0 S- 5 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 1 . 6 5 $ 1 2 , 1 6 5 . 0 0 $ 1 1 1 . 0 0 $ 1 1 , 1 0 0 . 0 0 $ 8 0 . 0 0 $ 8 , 0 0 0 . 0 0 $ 1 9 4 . 0 0 $ 1 9 , 4 0 0 . 0 0 S- 5 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 2 - 1 4 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 8 2 . 6 2 $ 8 , 2 6 2 . 0 0 $ 1 3 9 . 0 6 $ 1 3 , 9 0 6 . 0 0 $ 1 4 8 . 2 2 $ 1 4 , 8 2 2 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 3 9 . 0 0 $ 2 3 , 9 0 0 . 0 0 S- 6 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 5 . 3 8 $ 3 , 8 0 7 . 0 0 $ 1 8 . 0 3 $ 2 , 7 0 4 . 5 0 $ 2 1 . 3 8 $ 3 , 2 0 7 . 0 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 7 9 . 0 0 $ 1 1 , 8 5 0 . 0 0 S- 6 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 7 . 4 3 $ 4 , 1 1 4 . 8 0 $ 2 0 . 6 8 $ 3 , 1 0 2 . 0 0 $ 2 4 . 3 5 $ 3 , 6 5 2 . 5 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 8 4 . 0 0 $ 1 2 , 6 0 0 . 0 0 Attachment number 9Page 2 of 5 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 6 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 2 . 1 2 $ 3 , 1 5 9 . 0 0 $ 2 3 . 6 8 $ 1 , 7 7 6 . 0 0 $ 2 9 . 0 1 $ 2 , 1 7 5 . 7 5 $ 2 2 . 0 0 $ 1 , 6 5 0 . 0 0 $ 9 0 . 0 0 $ 6 , 7 5 0 . 0 0 S- 6 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 5 . 3 6 $ 3 , 4 0 2 . 0 0 $ 3 3 . 0 7 $ 2 , 4 8 0 . 2 5 $ 5 4 . 9 2 $ 4 , 1 1 9 . 0 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 2 0 . 0 0 $ 9 , 0 0 0 . 0 0 S- 6 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 5 5 . 7 3 $ 8 , 3 5 9 . 2 0 $ 4 3 . 2 9 $ 6 , 4 9 3 . 5 0 $ 8 3 . 2 3 $ 1 2 , 4 8 4 . 5 0 $ 6 5 . 0 0 $ 9 , 7 5 0 . 0 0 $ 1 4 1 . 0 0 $ 2 1 , 1 5 0 . 0 0 S- 6 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 8 . 5 8 $ 6 , 8 5 8 . 0 0 $ 1 2 3 . 1 5 $ 1 2 , 3 1 5 . 0 0 $ 1 1 4 . 6 9 $ 1 1 , 4 6 9 . 0 0 $ 8 4 . 0 0 $ 8 , 4 0 0 . 0 0 $ 2 0 9 . 0 0 $ 2 0 , 9 0 0 . 0 0 S- 6 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 4 - 1 6 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 . 0 2 $ 7 0 2 . 0 0 $ 1 3 9 . 5 6 $ 1 3 , 9 5 6 . 0 0 $ 1 5 1 . 9 2 $ 1 5 , 1 9 2 . 0 0 $ 1 2 5 . 0 0 $ 1 2 , 5 0 0 . 0 0 $ 2 5 5 . 0 0 $ 2 5 , 5 0 0 . 0 0 S- 7 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 2 8 . 6 2 $ 4 , 2 9 3 . 0 0 $ 1 9 . 0 3 $ 2 , 8 5 4 . 5 0 $ 2 2 . 7 4 $ 3 , 4 1 1 . 0 0 $ 2 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 9 6 . 0 0 $ 1 4 , 4 0 0 . 0 0 S- 7 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 0 . 7 8 $ 4 , 6 1 7 . 0 0 $ 2 1 . 6 8 $ 3 , 2 5 2 . 0 0 $ 2 7 . 8 0 $ 4 , 1 7 0 . 0 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 1 0 1 . 0 0 $ 1 5 , 1 5 0 . 0 0 S- 7 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 4 . 2 8 $ 3 , 3 2 1 . 0 0 $ 2 4 . 6 8 $ 1 , 8 5 1 . 0 0 $ 3 0 . 9 9 $ 2 , 3 2 4 . 2 5 $ 2 2 . 0 0 $ 1 , 6 5 0 . 0 0 $ 1 0 5 . 0 0 $ 7 , 8 7 5 . 0 0 S- 7 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 7 . 7 4 $ 3 , 5 8 0 . 2 0 $ 3 4 . 0 7 $ 2 , 5 5 5 . 2 5 $ 5 8 . 0 4 $ 4 , 3 5 3 . 0 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 3 4 . 0 0 $ 1 0 , 0 5 0 . 0 0 S- 7 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 8 . 1 0 $ 4 , 3 5 7 . 8 0 $ 4 4 . 2 9 $ 3 , 3 2 1 . 7 5 $ 8 8 . 6 2 $ 6 , 6 4 6 . 5 0 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 5 5 . 0 0 $ 1 1 , 6 2 5 . 0 0 S- 7 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 6 5 . 3 4 $ 6 , 5 3 4 . 0 0 $ 1 2 4 . 1 5 $ 1 2 , 4 1 5 . 0 0 $ 1 1 8 . 7 0 $ 1 1 , 8 7 0 . 0 0 $ 8 5 . 0 0 $ 8 , 5 0 0 . 0 0 $ 2 2 1 . 0 0 $ 2 2 , 1 0 0 . 0 0 S- 7 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 6 - 1 8 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 7 3 . 9 8 $ 7 , 3 9 8 . 0 0 $ 1 4 0 . 5 6 $ 1 4 , 0 5 6 . 0 0 $ 1 5 6 . 8 4 $ 1 5 , 6 8 4 . 0 0 $ 1 3 0 . 0 0 $ 1 3 , 0 0 0 . 0 0 $ 2 6 8 . 0 0 $ 2 6 , 8 0 0 . 0 0 S- 8 A 8" d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 0 . 7 8 $ 4 , 6 1 7 . 0 0 $ 1 9 . 5 3 $ 2 , 9 2 9 . 5 0 $ 2 4 . 3 9 $ 3 , 6 5 8 . 5 0 $ 2 1 . 0 0 $ 3 , 1 5 0 . 0 0 $ 1 1 3 . 0 0 $ 1 6 , 9 5 0 . 0 0 S- 8 B 10 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 3 . 0 5 $ 4 , 9 5 7 . 2 0 $ 2 2 . 1 8 $ 3 , 3 2 7 . 0 0 $ 3 0 . 0 7 $ 4 , 5 1 0 . 5 0 $ 2 2 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 1 0 . 0 0 $ 1 6 , 5 0 0 . 0 0 S- 8 C 12 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 3 5 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 4 6 . 6 6 $ 3 , 4 9 9 . 2 0 $ 2 5 . 1 8 $ 1 , 8 8 8 . 5 0 $ 3 3 . 4 6 $ 2 , 5 0 9 . 5 0 $ 2 3 . 0 0 $ 1 , 7 2 5 . 0 0 $ 1 1 5 . 0 0 $ 8 , 6 2 5 . 0 0 S- 8 E 18 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 5 1 . 4 1 $ 3 , 8 5 5 . 6 0 $ 3 4 . 5 7 $ 2 , 5 9 2 . 7 5 $ 6 2 . 0 6 $ 4 , 6 5 4 . 5 0 $ 4 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 4 4 . 0 0 $ 1 0 , 8 0 0 . 0 0 S- 8 G 24 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 6 0 . 4 8 $ 4 , 5 3 6 . 0 0 $ 4 4 . 7 9 $ 3 , 3 5 9 . 2 5 $ 9 6 . 3 2 $ 7 , 2 2 4 . 0 0 $ 6 5 . 0 0 $ 4 , 8 7 5 . 0 0 $ 1 6 6 . 0 0 $ 1 2 , 4 5 0 . 0 0 S- 8 H 30 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 6 9 . 6 6 $ 5 , 2 2 4 . 5 0 $ 1 2 4 . 6 5 $ 9 , 3 4 8 . 7 5 $ 1 2 7 . 8 3 $ 9 , 5 8 7 . 2 5 $ 8 5 . 0 0 $ 6 , 3 7 5 . 0 0 $ 2 3 4 . 0 0 $ 1 7 , 5 5 0 . 0 0 S- 8 I 36 " d i a . , P V C , s a n i t a r y s e w e r p i p e S D R 2 6 , d e p t h 1 8 - 2 0 ' , i n c l u d i n g T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 75 LF $ 7 7 . 2 2 $ 5 , 7 9 1 . 5 0 $ 1 4 1 . 0 6 $ 1 0 , 5 7 9 . 5 0 $ 1 6 6 . 9 0 $ 1 2 , 5 1 7 . 5 0 $ 1 3 0 . 0 0 $ 9 , 7 5 0 . 0 0 $ 2 8 6 . 0 0 $ 2 1 , 4 5 0 . 0 0 S- 9 A 8" d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 6 . 7 2 $ 5 , 5 0 8 . 0 0 $ 4 0 . 9 8 $ 6 , 1 4 7 . 0 0 $ 5 0 . 8 7 $ 7 , 6 3 0 . 5 0 $ 2 2 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 2 5 . 0 0 $ 1 8 , 7 5 0 . 0 0 S- 9 B 10 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 3 8 . 8 8 $ 5 , 8 3 2 . 0 0 $ 4 7 . 9 1 $ 7 , 1 8 6 . 5 0 $ 6 2 . 1 3 $ 9 , 3 1 9 . 5 0 $ 2 8 . 0 0 $ 4 , 2 0 0 . 0 0 $ 1 3 0 . 0 0 $ 1 9 , 5 0 0 . 0 0 S- 9 C 12 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 10 0 LF $ 5 2 . 6 0 $ 5 , 2 5 9 . 6 0 $ 5 4 . 8 7 $ 5 , 4 8 7 . 0 0 $ 7 0 . 9 1 $ 7 , 0 9 1 . 0 0 $ 3 3 . 0 0 $ 3 , 3 0 0 . 0 0 $ 1 3 9 . 0 0 $ 1 3 , 9 0 0 . 0 0 S- 9 F 18 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 6 2 . 1 0 $ 9 , 3 1 5 . 0 0 $ 6 7 . 3 2 $ 1 0 , 0 9 8 . 0 0 $ 1 1 3 . 6 8 $ 1 7 , 0 5 2 . 0 0 $ 5 8 . 0 0 $ 8 , 7 0 0 . 0 0 $ 1 8 0 . 0 0 $ 2 7 , 0 0 0 . 0 0 S- 9 H 24 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 6 8 . 5 8 $ 1 0 , 2 8 7 . 0 0 $ 9 6 . 6 8 $ 1 4 , 5 0 2 . 0 0 $ 1 4 3 . 9 4 $ 2 1 , 5 9 1 . 0 0 $ 7 2 . 0 0 $ 1 0 , 8 0 0 . 0 0 $ 2 0 8 . 0 0 $ 3 1 , 2 0 0 . 0 0 S- 9 I 30 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 7 7 . 2 2 $ 1 1 , 5 8 3 . 0 0 $ 2 0 2 . 5 7 $ 3 0 , 3 8 5 . 5 0 $ 2 1 4 . 1 5 $ 3 2 , 1 2 2 . 5 0 $ 1 9 6 . 0 0 $ 2 9 , 4 0 0 . 0 0 $ 2 7 1 . 0 0 $ 4 0 , 6 5 0 . 0 0 S- 9 J 36 " d i a . D u c t i l e i r o n s a n i t a r y S e w e r p i p e , C l a s s 3 5 0 , d e p t h 0 - 6 ' , i n c . T y p e II ( N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 15 0 LF $ 8 6 . 9 4 $ 1 3 , 0 4 1 . 0 0 $ 2 5 3 . 0 0 $ 3 7 , 9 5 0 . 0 0 $ 2 7 0 . 4 9 $ 4 0 , 5 7 3 . 5 0 $ 2 4 0 . 0 0 $ 3 6 , 0 0 0 . 0 0 $ 3 2 9 . 0 0 $ 4 9 , 3 5 0 . 0 0 S- 1 3 J 42 " d i a . D u c t i l e i r o n s a n . S e w e r p i p e , C l a s s 3 5 0 , d e p t h 1 2 - 1 4 ' , i n c . T y p e I I (N o . 6 7 s t o n e ) b e d d i n g m a t e r i a l 40 0 LF $ 1 0 0 . 0 1 $ 4 0 , 0 0 3 . 2 0 $ 3 1 8 . 0 0 $ 1 2 7 , 2 0 0 . 0 0 $ 3 4 4 . 6 9 $ 1 3 7 , 8 7 6 . 0 0 $ 3 0 0 . 0 0 $ 1 2 0 , 0 0 0 . 0 0 $ 3 3 0 . 0 0 $ 1 3 2 , 0 0 0 . 0 0 Attachment number 9Page 3 of 5 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 S- 1 7 A Ja c k & B o r e 1 2 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 6 " d i a . D I P . S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 7 8 . 8 4 $ 1 5 , 7 6 8 . 0 0 $ 9 4 . 7 8 $ 1 8 , 9 5 6 . 0 0 $ 1 5 9 . 4 3 $ 3 1 , 8 8 6 . 0 0 $ 2 0 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 $ 2 0 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 S- 1 7 B Ja c k & B o r e 1 6 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 8 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 9 2 . 4 5 $ 1 8 , 4 8 9 . 0 0 $ 1 2 0 . 0 0 $ 2 4 , 0 0 0 . 0 0 $ 1 7 5 . 4 7 $ 3 5 , 0 9 4 . 0 0 $ 2 8 0 . 0 0 $ 5 6 , 0 0 0 . 0 0 $ 2 3 0 . 0 0 $ 4 6 , 0 0 0 . 0 0 S- 1 7 C Ja c k & B o r e 1 8 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 1 2 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 0 2 . 1 7 $ 2 0 , 4 3 3 . 6 0 $ 1 4 1 . 7 7 $ 2 8 , 3 5 4 . 0 0 $ 2 0 2 . 3 6 $ 4 0 , 4 7 2 . 0 0 $ 3 0 0 . 0 0 $ 6 0 , 0 0 0 . 0 0 $ 2 7 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 S- 1 7 D Ja c k & B o r e 3 0 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 1 8 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 1 1 . 8 9 $ 2 2 , 3 7 7 . 6 0 $ 2 2 8 . 1 8 $ 4 5 , 6 3 6 . 0 0 $ 3 6 4 . 9 6 $ 7 2 , 9 9 2 . 0 0 $ 3 3 6 . 0 0 $ 6 7 , 2 0 0 . 0 0 $ 3 2 0 . 0 0 $ 6 4 , 0 0 0 . 0 0 S- 1 7 E Ja c k & B o r e 3 6 " d i a . S t e e l c a s i n g . M i n w a l l t h i c k . 0 . 2 1 9 i n c h . C a r r i e r p i p e in c l u d e d . 2 4 " d i a . D I P S e w e r p i p e , C l a s s 3 5 0 , r e s t r a i n e d j o i n t , e n d s e a l s 20 0 LF $ 1 2 0 . 5 3 $ 2 4 , 1 0 5 . 6 0 $ 2 7 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 $ 4 4 3 . 3 9 $ 8 8 , 6 7 8 . 0 0 $ 3 6 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 3 8 0 . 0 0 $ 7 6 , 0 0 0 . 0 0 S- 1 8 Se l e c t B a c k f i l l , G D O T T y p e I , C l a s s I & I I ( S a n d / C l a y ) - M e a s u r e d i n - p l a c e vo l u m e 50 0 0 CY $ 1 4 . 0 4 $ 7 0 , 2 0 0 . 0 0 $ 7 . 0 0 $ 3 5 , 0 0 0 . 0 0 $ 7 . 6 4 $ 3 8 , 2 0 0 . 0 0 $ 1 7 . 0 0 $ 8 5 , 0 0 0 . 0 0 $ 1 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 S- 1 9 Mi s c e l l a n e o u s se w e r p i p e f i t t i n g s a n d c o n n e c t i o n s 50 0 0 LB S $3 . 6 7 $1 8 , 3 6 0 . 0 0 $2 . 0 0 $1 0 , 0 0 0 . 0 0 $1 . 5 0 $7 , 5 0 0 . 0 0 $4 . 0 0 $2 0 , 0 0 0 . 0 0 $7 . 0 0 $3 5 , 0 0 0 . 0 0 S- 2 0 A Pr e - c a s t s a n i t a r y m a n h o l e , G D O T S T D 1 0 1 1 A , T y p e 1 , d e p t h 0 - 6 ' ( 4 8 " di a m e t e r ) 20 EA $ 1 , 2 6 9 . 0 0 $ 2 5 , 3 8 0 . 0 0 $ 1 , 5 9 6 . 8 8 $ 3 1 , 9 3 7 . 6 0 $ 1 , 3 7 2 . 2 5 $ 2 7 , 4 4 5 . 0 0 $ 2 , 4 0 0 . 0 0 $ 4 8 , 0 0 0 . 0 0 $ 2 , 1 0 0 . 0 0 $ 4 2 , 0 0 0 . 0 0 S- 2 0 B Pr e - c a s t s a n i t a r y m a n h o l e , G D O T S T D 1 0 1 1 A , T y p e 1 , d e p t h 0 - 6 ' ( 6 0 " di a m e t e r ) 20 EA $ 3 , 0 0 2 . 4 0 $ 6 0 , 0 4 8 . 0 0 $ 2 , 7 0 4 . 8 0 $ 5 4 , 0 9 6 . 0 0 $ 1 , 8 9 3 . 9 2 $ 3 7 , 8 7 8 . 4 0 $ 2 , 7 0 0 . 0 0 $ 5 4 , 0 0 0 . 0 0 $ 2 , 8 0 0 . 0 0 $ 5 6 , 0 0 0 . 0 0 S- 2 1 A Ad d . s a n . M a n h o l e d e p t h , T y p e 1 , d e p t h C l a s s 1 ( 4 8 " d i a . ) 20 VF $1 5 1 . 2 0 $3 , 0 2 4 . 0 0 $2 2 3 . 0 5 $4 , 4 6 1 . 0 0 $2 9 6 . 4 5 $5 , 9 2 9 . 0 0 $2 2 4 . 0 0 $4 , 4 8 0 . 0 0 $2 1 5 . 0 0 $4 , 3 0 0 . 0 0 S- 2 1 B Ad d . s a n . M a n h o l e d e p t h , T y p e 1 , d e p t h C l a s s 1 ( 6 0 " d i a . ) 20 VF $3 1 2 . 1 2 $6 , 2 4 2 . 4 0 $3 8 7 . 1 5 $7 , 7 4 3 . 0 0 $3 8 2 . 8 0 $7 , 6 5 6 . 0 0 $2 5 0 . 0 0 $5 , 0 0 0 . 0 0 $3 0 0 . 0 0 $6 , 0 0 0 . 0 0 S- 2 9 Do g h o u s e / C o n n e c t o r m a n h o l e , i n c l u d i n g b a s e , c o n e , a n d r i n g a n d c o v e r 2 EA $8 1 0 . 0 0 $1 , 6 2 0 . 0 0 $2 , 3 1 2 . 4 0 $4 , 6 2 4 . 8 0 $1 , 8 6 7 . 2 5 $3 , 7 3 4 . 5 0 $4 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $5 , 2 0 0 . 0 0 $1 0 , 4 0 0 . 0 0 S- 3 0 6" s a n i t a r y s e w e r s e r v i c e , c o m p l e t e 20 EA $4 2 0 . 1 2 $8 , 4 0 2 . 4 0 $6 7 0 . 0 0 $1 3 , 4 0 0 . 0 0 $1 , 1 7 8 . 7 6 $2 3 , 5 7 5 . 2 0 $2 , 2 0 0 . 0 0 $4 4 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 S- 3 1 Cu t a n d p l u g e x i s t i n g s a n i t a r y s e w e r , d i a m e t e r v a r i e s 1 EA $5 6 . 1 6 $5 6 . 1 6 $2 0 0 . 0 0 $2 0 0 . 0 0 $1 , 1 5 5 . 0 0 $1 , 1 5 5 . 0 0 $1 , 7 0 0 . 0 0 $1 , 7 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 , 4 0 0 . 0 0 S- 3 2 Cu t a n d p l u g e x i s t i n g m a n h o l e , d i a m e t e r & d e p t h v a r i e s 2 EA $6 3 . 1 8 $1 2 6 . 3 6 $3 5 0 . 0 0 $7 0 0 . 0 0 $1 , 2 6 5 . 0 0 $2 , 5 3 0 . 0 0 $2 , 3 0 0 . 0 0 $4 , 6 0 0 . 0 0 $1 , 8 0 0 . 0 0 $3 , 6 0 0 . 0 0 S- 3 3 Ti e n e w s a n . S e w e r t o e x i s t i n g m a n h o l e s , d i a m e t e r v a r i e s 2 EA $4 0 2 . 8 4 $8 0 5 . 6 8 $7 5 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 4 8 5 . 0 0 $2 , 9 7 0 . 0 0 $1 , 6 8 0 . 0 0 $3 , 3 6 0 . 0 0 $2 , 3 0 0 . 0 0 $4 , 6 0 0 . 0 0 S- 3 4 AC w a t e r M a i n C r o s s i n g 5 EA $1 , 4 7 0 . 9 6 $7 , 3 5 4 . 8 0 $6 7 5 . 0 0 $3 , 3 7 5 . 0 0 $1 , 6 2 9 . 7 6 $8 , 1 4 8 . 8 0 $2 , 8 0 0 . 0 0 $1 4 , 0 0 0 . 0 0 $6 5 0 . 0 0 $3 , 2 5 0 . 0 0 S- 3 5 Du c t i l e I r o n P i p e P o l y e t h y l e n e E n c a s e m e n t 10 0 LF $3 . 2 4 $3 2 4 . 0 0 $3 . 5 0 $3 5 0 . 0 0 $4 . 0 8 $4 0 8 . 0 0 $9 5 . 0 0 $9 , 5 0 0 . 0 0 $5 . 0 0 $5 0 0 . 0 0 S- 3 6 Co n c . e n c a s e m e n t o f s a n . s e w e r ( c r e e k c r o s s i n g s , e t c . ) 10 0 CY $2 4 4 . 0 8 $2 4 , 4 0 8 . 0 0 $1 1 9 . 0 0 $1 1 , 9 0 0 . 0 0 $1 3 2 . 0 0 $1 3 , 2 0 0 . 0 0 $1 6 8 . 0 0 $1 6 , 8 0 0 . 0 0 $2 2 5 . 0 0 $2 2 , 5 0 0 . 0 0 PA V E M E N T P- 1 As p h a l t o v e r l a y , t y p e F , 1 . 5 " t h i c k , m i n i m u m 17 5 0 SY $1 4 . 0 4 $2 4 , 5 7 0 . 0 0 $9 . 0 5 $1 5 , 8 3 7 . 5 0 $8 . 9 2 $1 5 , 6 1 0 . 0 0 $3 3 . 0 0 $5 7 , 7 5 0 . 0 0 $1 6 . 0 0 $2 8 , 0 0 0 . 0 0 P- 2 Gr a d e d a g g r e g a t e b a s e , 1 0 . 5 " t h i c k , 7 " w i d e a n d a s p h a l t p a t c h 2 . 5 " th i c k , i n c l u d i n g r e m o v a l o f 2 . 5 " G A B a n d p l a c e m e n t o f b i t u m i n o u s t a c k co a t 10 0 0 S Y $ 4 3 . 2 0 $ 4 3 , 2 0 0 . 0 0 $ 4 6 . 4 4 $ 4 6 , 4 4 0 . 0 0 $ 2 6 . 4 8 $ 2 6 , 4 8 0 . 0 0 $ 4 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 $ 3 9 . 0 0 $ 3 9 , 0 0 0 . 0 0 P- 9 X" c o n c r e t e c u r b a n d / o r g u t t e r r e m o v a l a n d r e p l a c e m e n t ( a s ap p r o p r i a t e a n d n e c e s s a r y ) 10 0 L F $ 1 8 . 3 6 $ 1 , 8 3 6 . 0 0 $ 1 4 . 5 0 $ 1 , 4 5 0 . 0 0 $ 1 9 . 2 5 $ 1 , 9 2 5 . 0 0 $ 1 8 . 0 0 $ 1 , 8 0 0 . 0 0 $ 3 0 . 0 0 $ 3 , 0 0 0 . 0 0 MI S C E L L A N E O U S M- 1 Fl o w a b l e f i l l 24 5 CY $1 5 3 . 3 6 $3 7 , 5 7 3 . 2 0 $1 1 9 . 0 0 $2 9 , 1 5 5 . 0 0 $9 6 . 7 6 $2 3 , 7 0 6 . 2 0 $6 0 . 0 0 $1 4 , 7 0 0 . 0 0 $9 5 . 0 0 $2 3 , 2 7 5 . 0 0 M- 2 Ro c k e x c a v a t i o n 15 0 CY $9 . 7 2 $1 , 4 5 8 . 0 0 $5 0 . 0 0 $7 , 5 0 0 . 0 0 $5 0 . 9 3 $7 , 6 3 9 . 5 0 $8 5 . 0 0 $1 2 , 7 5 0 . 0 0 $1 1 0 . 0 0 $1 6 , 5 0 0 . 0 0 M- 3 Fo u n d a t i o n b a c k f i l l G D O T T y p e I I , f o r a d d i t i o n a l u n c l a s s i f i e d e x c a v a t i o n 15 0 CY $1 6 . 2 0 $2 , 4 3 0 . 0 0 $7 . 0 0 $1 , 0 5 0 . 0 0 $1 8 . 3 2 $2 , 7 4 8 . 0 0 $1 2 3 . 0 0 $1 8 , 4 5 0 . 0 0 $3 6 . 0 0 $5 , 4 0 0 . 0 0 M- 4 Cl e a r i n g a n d G r u b b i n g 5 Ac r e $3 2 . 8 3 $1 6 4 . 1 6 $6 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $4 , 5 8 3 . 4 8 $2 2 , 9 1 7 . 4 0 $1 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $3 2 , 5 0 0 . 0 0 M- 5 Fe n c e r e m o v a l & r e p l a c e m e n t , N e w , r e p l a c e m e n t i n k i n d 10 0 LF $1 0 . 8 0 $1 , 0 8 0 . 0 0 $1 8 . 0 0 $1 , 8 0 0 . 0 0 $1 5 . 2 7 $1 , 5 2 7 . 0 0 $1 7 . 0 0 $1 , 7 0 0 . 0 0 $1 3 . 0 0 $1 , 3 0 0 . 0 0 Lu m p S u m LS - 1 Lu m p S u m C o n s t r u c t i o n 1 LS $1 2 , 8 1 9 . 6 0 $1 2 , 8 1 9 . 6 0 $0 . 0 0 $0 . 0 0 $0 . 0 0 $4 6 , 5 6 0 . 0 0 $4 6 , 5 6 0 . 0 0 $2 6 0 , 2 3 8 . 0 0 $2 6 0 , 2 3 8 . 0 0 De p t . C o r r e c t e d C o m p u t e d B i d T o t a l s $1 , 1 4 0 , 7 2 3 . 9 5 Ta n s C o n s t r u c t i o n C o m p u t e d B i d T o t a l $1 , 1 3 3 , 1 4 9 . 9 8 $1 , 3 4 5 , 1 2 2 . 6 7 $1 , 4 5 2 , 1 5 9 . 4 8 $1 , 5 7 9 , 3 1 8 . 0 0 $2 , 3 6 2 , 1 2 3 . 0 0 Ac t u a l B i d T o t a l $1 , 1 4 1 , 3 2 9 . 9 6 $1 , 3 4 5 , 1 2 2 . 6 7 $1 , 4 5 2 , 1 5 9 . 4 8 $1 , 5 7 9 , 3 1 8 . 0 0 $2 , 3 6 2 , 1 2 3 . 0 0 Di f f e r e n c e ( A c t u a l - C o m p u t e d ) $8 , 1 7 9 . 9 8 $0 . 0 0 $0 . 0 0 $0 . 0 0 $0 . 0 0 Attachment number 9Page 4 of 5 Bi d T a b u l a t i o n S h e e t - B i d i t e m 0 9 - 1 8 3 Ta s k O r d e r C o n t r a c t f o r W a t e r S e w e r R e p a i r s I n s t a l l a t i o n - P h a s e 2 2/ 4 / 2 0 1 0 Di f f e r e n c e ( A c t u a l - C o r r e c t e d C o m p u t e d ) $6 0 6 . 0 1 Attachment number 9Page 5 of 5 Engineering Services Committee Meeting 2/8/2010 12:35 PM Aylesbury Commons, Phase I Department:Engineering-Abie L. Ladson, PE, CPESC Caption:Approve the deeds of dedication, maintenance agreement, and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase I. Background:The final plat was approved by the Commission on November 21, 2006 . The subdivision design and plat, including the storm drain system, have been reviewed and accepted by our engineering staff and the construction has been reviewed by our inspectors. The Utilities Department has inspected and reviewed the water and sanitary sewer installations, and hereby requests acceptance of the utility deed. Analysis:This section meets all codes, ordinances and standards. There are no wetlands or 100-year flood plain boundaries involved in this section. Acceptance of said utility deed shall dedicate, as required, the water and sanitary sewer mains along with the applicable easements to Augusta, Georgia, for operation and maintenance. Financial Impact:By accepting these roads and storm drainage installations into the County system and after the 18-month maintenance warranty by the developer/contractor for the roads and storm drainage has expired, all future maintenance and associated costs will be borne by Augusta, Georgia. By acceptance of the utility deed, all future maintenance and associated costs for water and sanitary sewer installations will be borne by Augusta, Georgia, and positive revenue will be generated from the sale of water and sanitary sewer taps and monthly billing of same. Alternatives:1. Approve the deeds of dedication, maintenance agreement, and road resolutions submitted by the Engineering, and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase I. 2. Do not approve and risk litigation. Recommendation:Approve Alternative Number One. Funds are Available in the Following Accounts: Not required at this time. REVIEWED AND APPROVED BY: Cover Memo Item # 3 Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 3 Attachment number 1 Page 1 of 1 Item # 3 Attachment number 2 Page 1 of 1 Item # 3 Attachment number 3 Page 1 of 2 Item # 3 Attachment number 3 Page 2 of 2 Item # 3 Attachment number 4 Page 1 of 2 Item # 3 Attachment number 4 Page 2 of 2 Item # 3 Attachment number 5 Page 1 of 2 Item # 3 Attachment number 5 Page 2 of 2 Item # 3 Attachment number 6 Page 1 of 5 Item # 3 Attachment number 6 Page 2 of 5 Item # 3 Attachment number 6 Page 3 of 5 Item # 3 Attachment number 6 Page 4 of 5 Item # 3 Attachment number 6 Page 5 of 5 Item # 3 Engineering Services Committee Meeting 2/8/2010 12:35 PM Aylesbury Commons, Phase II Department:Engineering-Abie L. Ladson, PE, CPESC Caption:Approve the deeds of dedication, maintenance agreements and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase II. Background:The final plat was approved by the Commission on June 19, 2007 . The subdivision design and plat, including the storm drain system, have been reviewed and accepted by our engineering staff and the construction has been reviewed by our inspectors. The Utilities Department has inspected and reviewed the water and sanitary sewer installations, and hereby requests acceptance of the utility deed. Analysis:This section meets all codes, ordinances and standards. There are no wetlands or 100-year flood plain boundaries involved in this section. Acceptance of said utility deed shall dedicate, as required, the water and sanitary sewer mains along with the applicable easements to Augusta, Georgia, for operation and maintenance. Financial Impact:By accepting these roads and storm drainage installations into the County system and after the 18-month maintenance warranty by the developer/contractor for the roads and storm drainage has expired, all future maintenance and associated costs will be borne by Augusta, Georgia. By acceptance of the utility deed and maintenance agreement, all future maintenance and associated costs for water and sanitary sewer installations will be borne by Augusta, Georgia, and positive revenue will be generated from the sale of water and sanitary sewer taps and monthly billing of same. Alternatives:1. Approve the deeds of dedication, maintenance agreements, and road resolutions submitted by the Engineering, and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase II. 2. Do not approve and risk litigation. Recommendation:Approve Alternative Number One. Funds are Available in the Following Accounts: Not required at this time. REVIEWED AND APPROVED BY: Cover Memo Item # 4 Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 4 Attachment number 1 Page 1 of 1 Item # 4 Attachment number 2 Page 1 of 1 Item # 4 Attachment number 3 Page 1 of 2 Item # 4 Attachment number 3 Page 2 of 2 Item # 4 Attachment number 4 Page 1 of 2 Item # 4 Attachment number 4 Page 2 of 2 Item # 4 Attachment number 5 Page 1 of 4 Item # 4 Attachment number 5 Page 2 of 4 Item # 4 Attachment number 5 Page 3 of 4 Item # 4 Attachment number 5 Page 4 of 4 Item # 4 Attachment number 6 Page 1 of 5 Item # 4 Attachment number 6 Page 2 of 5 Item # 4 Attachment number 6 Page 3 of 5 Item # 4 Attachment number 6 Page 4 of 5 Item # 4 Attachment number 6 Page 5 of 5 Item # 4 Attachment number 7 Page 1 of 2 Item # 4 Attachment number 7 Page 2 of 2 Item # 4 Engineering Services Committee Meeting 2/8/2010 12:35 PM Aylesbury Commons, Phase III Department:Engineering-Abie L. Ladson, PE, CPESC Caption:Approve the deeds of dedication, maintenance agreements and road resolutions submitted by the Engineering and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase III. Background:The final plat was approved by the Commission on March 18, 2008 . The subdivision design and plat, including the storm drain system, have been reviewed and accepted by our engineering staff and the construction has been reviewed by our inspectors. The Utilities Department has inspected and reviewed the water and sanitary sewer installations, and hereby requests acceptance of the utility deed. Analysis:This section meets all codes, ordinances and standards. Portions of this subdivision lie within the 100-year flood plain and wetlands, which are noted on the final plat. Acceptance of said utility deed shall dedicate, as required, the water and sanitary sewer mains along with the applicable easements to Augusta, Georgia, for operation and maintenance. Financial Impact:By accepting these roads and storm drainage installations into the County system and after the 18-month maintenance warranty by the developer/contractor for the roads and storm drainage has expired, all future maintenance and associated costs will be borne by Augusta, Georgia. By acceptance of the utility deed and maintenance agreement, all future maintenance and associated costs for water and sanitary sewer installations will be borne by Augusta, Georgia, and positive revenue will be generated from the sale of water and sanitary sewer taps and monthly billing of same. Alternatives:1. Approve the deeds of dedication, maintenance agreements, and road resolutions submitted by the Engineering, and Augusta Utilities Departments for Aylesbury Commons Subdivision, Phase III. 2. Do not approve and risk litigation. Recommendation:Approve Alternative Number One. Funds are Available in the Following Accounts: Not required at this time. REVIEWED AND APPROVED BY: Cover Memo Item # 5 Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 5 Attachment number 1 Page 1 of 1 Item # 5 Attachment number 2 Page 1 of 1 Item # 5 Attachment number 3 Page 1 of 2 Item # 5 Attachment number 3 Page 2 of 2 Item # 5 Attachment number 4 Page 1 of 2 Item # 5 Attachment number 4 Page 2 of 2 Item # 5 Attachment number 5 Page 1 of 4 Item # 5 Attachment number 5 Page 2 of 4 Item # 5 Attachment number 5 Page 3 of 4 Item # 5 Attachment number 5 Page 4 of 4 Item # 5 Attachment number 6 Page 1 of 5 Item # 5 Attachment number 6 Page 2 of 5 Item # 5 Attachment number 6 Page 3 of 5 Item # 5 Attachment number 6 Page 4 of 5 Item # 5 Attachment number 6 Page 5 of 5 Item # 5 Attachment number 7 Page 1 of 2 Item # 5 Attachment number 7 Page 2 of 2 Item # 5 Engineering Services Committee Meeting 2/8/2010 12:35 PM Emergency Repairs to Pump # 1 Department:Utilities Caption:Receive as information the Emergency Repair of Pump # 1 in the Auxiliary High Service Pumping Station at Highland Ave. by TAW Augusta Service Center in the amount of $39,670. Background:Pump # 1 at the Auxiliary High Service Station at the Highland Ave Water Treatment Plant has failed. We had a local pump repair specialist break the pump down for inspection and discovered that the shaft in the rotating assembly had broken. In addition, the suction vanes on the impeller were also badly worn. Analysis:Based on the degree of damage and age of the pump, we are replacing the entire rotating assembly including a new impeller. We have authorized the work on an emergency basis as the pump is the primary feed pump for supplying water to the western part of our distribution system and elevated storage tanks in that area. We have the operational flexibility to supplement pumping with other secondary pumps and are not in danger of being out of water however this is our primary pump and the immediate repair is necessary. The estimated cost is approximately $ 39,670. Existing maintenance funds are available to cover the work. The City Administrator and the Procurement Department have been advised of this Emergency action. Financial Impact:Existing maintenance funds are available to cover the work. 506043520- 5425110 Alternatives:No alternatives are recommended. Recommendation:We recommend the Commission receive as information the Emergency Repair of Pump # 1 in the Auxiliary High Service Pumping Station at Highland Ave by TAW Augusta Service Center in the amount of $ 39,670. Funds are Available in the Following Accounts: Existing maintenance funds are available to cover the work. 506043520- 5425110 REVIEWED AND APPROVED BY:Cover Memo Item # 6 Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 6 Attachment number 1 Page 1 of 3 Item # 6 Attachment number 1 Page 2 of 3 Item # 6 Attachment number 1 Page 3 of 3 Item # 6 Engineering Services Committee Meeting 2/8/2010 12:35 PM Option for Right of Way Department:Law Caption:Motion to approve an Option for the purposes of acquiring a Right-of-Way between Textron, Inc., as owner, and Augusta, Georgia, as optionee, in connection with the Marvin Griffin Road Improvement Project, conveyed in fee simple (200 sq. ft.) more or less; and (N/A sq. ft.) of permanent easement, more or less; and (7,092 sq. ft.) of temporary construction easement from property located at: 1451 Marvin Griffin Road, private, at the purchase price of $700.00. Background:The property owner has agreed to convey a certain right-of-way and easement to Augusta, Georgia, for the Marvin Griffin Road Improvement Project. Analysis:The purchase of the referenced property is necessary for the project. Financial Impact:The costs necessary for this purchase will be covered under the project budget. Alternatives:Deny the Motion Recommendation:Approve the Motion Funds are Available in the Following Accounts: FUNDS AVAILABLE IN THE FOLLOWING ACCOUNT(S) 323041110- 5411120 2968236303-5411120 REVIEWED AND APPROVED BY: Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 7 Item # 7 Item # 7 Engineering Services Committee Meeting 2/8/2010 12:35 PM Paving Various Roads, Phase Ix – Contract 1 Approval-Bid Item #09-182 Department:Abie L. Ladson, PE, CPESC, Director of Engineering Caption:Approve award of Construction Contract to Horizon Construction and Associates, Inc. in the amount of $159,836.20 for the Paving Various Roads, Phase Ix – Contract 1 Project, CPB # 324-041110-208824001 subject to receipt of signed Contracts and proper bonds as requested by AED. Funding is available in the project account. Background:Emmett Street Ln. (Walton Way to Laney Walker), Saxon Drive (Warwick Ave. to the end of Saxon Drive), Sherrod Drive (Lumpkin Rd. to 468 feet of Sherrod Drive), and Hunter Lane (12th Street to Old Savannah Rd.) are among the list of roads in the Paving Various Roads, Phase 9 – Contract 1. This project will consist of improving limited drainage and paving the existing dirt roads. The contract time is 120 calendar days. Analysis:Bids were received on December 18, 2009; Bid Item 09-182, with Horizon Construction and Associates, Inc. being the low bidder. The bid results are as follow: CONTRACTORS BID 1. Horizon Construction and Associates, Inc. $159,836.20 2. Tran Construction, Inc. $162,991.26 3. Blair Construction, Inc. $210,194.20 4. Mabus Brothers Construction Co., Inc. $218,442.73 5. Sikes Brothers Inc. $253,513.75 6. Reeves Construction Company, Inc. $247,485.75 It is the Engineering Department recommendation to award this project to the low bidder, Horizon Construction and Associates, Inc. subject to receipt of proper bonds. Financial Impact:Funds are available in the project engineering account to be transferred to construction account upon Commission approval. Alternatives:1) Approve award of Construction Contract to Horizon Construction and Associates, Inc. in the amount of $159,836.20 for the Paving Various Roads, Phase Ix – Contract 1 Project, CPB # 324-041110-208824001 subject to receipt of signed Contracts and proper bonds as requested by AED. Funding is available in the project account. 2) Do not approve project. Recommendation:Approve Alternative Number One. Funds are Available in the Following Accounts: 324-041110-208824001/5414110-208824001 Cover Memo Item # 8 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 8 AUGUSTA-RICHMOND COUNTY, GEORGIA CAPITAL PROJECT BUDGET PAVING VARIOUS RDS, PHASE IX CPB#324-04-208824001 BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that the following Capital Project Budget is hereby adopted: Section 1: This project is authorized CPB# 324-04-208824001. This project consist of of improving limited drainage and paving the existing dirt roads (Emmett St. Ln. (Walton Way to Laney Walker), Saxon Dr. (Warwick Ave. to the end of Saxon Dr.), Sherrod Drive (Lumpkin Rd. to 468 ft. of Sherrod Dr), and Hunter Ln. (12 th St. to Old Savannah Rd.) in the amount of $159,837. Funding for this project is approved in the project engineering account and and will be transferred to the project construction account. Section 2: The following revenues are available to the Consolidated Government to complete the project. Special 1% Sales Tax, Phase IV 1,000,000$ Section 3: The following amounts are appropriated for the project: By Basin By District Varies $1,000,000 Varies $1,000,000 Section 4: Copies of this Capital Project Budget shall be made available to the Comptroller for direction in carrying out this project. Adopted this ____________________ day of ______________________. Approved Please do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission for er er er execution. For information reference this request contact xecution. For information reference this request contact xecution. For information reference this request contact xecution. For information reference this request contact engineering at ext 5070. Thanks engineering at ext 5070. Thanks engineering at ext 5070. Thanks engineering at ext 5070. Thanks 1 of 2 Approved ______________________________________ Deke Copenaven, Mayor Original-Commission Council Office Copy-Engineering Department Copy-Finance Department Copy-Procurement Department 1 of 2 Attachment number 1 Page 1 of 2 Item # 8 AUGUSTA-RICHMOND COUNTY, GEORGIA CAPITAL PROJECT BUDGET PAVING VARIOUS RDS, PHASE IX CPB#324-04-208824001 CPB AMOUNT CPB NEW SOURCE OF FUNDS CPB CHANGE CPB SPECIAL 1% SALES TAX, PHASE IV 324-04-1110-201824055 ($1,000,000) $0 ($1,000,000) TOTAL SOURCES: ($1,000,000) $0 ($1,000,000) USE OF FUNDS ENGINEERING 324-04-1110-5212115-208824001 $500,000 ($159,837) $340,163 RIGHT OF WAY 324-04-1110-5411120-208824001 $500,000 $0 $500,000 ROADS 324-04-1110-5414110-208824001 $0 $159,837 $159,837 TOTAL USES: $1,000,000 $0 $1,000,000 2 of 22 of 2 Attachment number 1 Page 2 of 2 Item # 8 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 150-1000 TRAFFIC CONTROL LS 1 150-XXXX RAILROAD FLAGGER LS 1 163-2051 CONSTRUCT, MAINTAIN, AND REMOVE BALED STRAW EROSION CHECK LF 100 171-0010 TEMPORARY SILT FENCE (TYPE "A") LF 3030 228-1000 GRADING MODIFIED, INCL. HAUL MI 0.16 230-1000 LUMP SUM CONSTRUCTION LS 1 310-1101 GR AGGR BASE CRS, INCL MATL TN 900 318-3000 AGGREGATE SURFACE COURSE TN 100 402-1812 ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 200 402-3121 RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR GP 2 ONLY, INCL BITUM MATL/ H LIME TN 625 402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL/ H LIME TN 425 413-1000 BITUM TACK COAT GAL 300 441-0016 DRIVEWAY CONCRETE, 6 IN THICK SY 300 441-0104 CONC SIDEWALK, 4 IN SY 800 441-4020 CONC VALLEY GUTTER, 6 IN SY 240 441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP2 LF 2750 500-3200 CLASS "B" CONCRETE CY 30 500-3200 CLASS "B" CONCRETE (MISCELLANEOUS)CY 10 550-1080 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 200 550-1120 STORM DRAIN PIPE, 12 IN, H= 1-10 LF 200 550-1150 STORM DRAIN PIPE, 15 IN, H= 1-10 LF 200 550-1180 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 1000 610-0200 REM CH LK FENCE, ALL SIZES & TYPES LF 743 P-9 Attachment number 2 Page 1 of 11 Item # 8 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 610-0220 REM WOOD FENCE LF 565 611-4001 RECONSTRUCT MINOR DRAINAGE STRUCTUREEA 1 611-5029 RESET CH LK FENCE, ALL SIZES & TYPESLF 743 611-5030 RESET WOOD FENCE LF 585 611-8050 ADJUST MANHOLE TO GRADE EA 3 611-8055 ADJUST MINOR STRUCTURE TO GRADE EA 3 611-8120 ADJUST WATER METER TO GRADE EA 1 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 3 611-9000 CAPPING MINOR STRUCTURE EA 1 636-1020 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 3 SF 14 636-1031 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 6 SF 53 636-1032 HIGHWAY SIGNS, TP2 MATL., REFL SHEETING, TP6 SF 9 636-2010 GALV STEEL POSTS, TP1 LF 200 653-0100 THERMOPLASTIC PVMT MARKING, RR/HWY CROSSING SIGNAL EA 2 653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP2 EA 4 653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 140 653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 2400 653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 200 653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 250 654-1001 RAISED PAVEMENT MARKERS, TP1 EA 40 654-1003 RAISED PAVEMENT MARKERS, TP3 EA 4 668-1100 CATCH BASIN, GP1 LF 5 666-1110 CATCH BASIN, GP1, ADDL DEPTH LF 1 P-9 Attachment number 2 Page 2 of 11 Item # 8 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 668-2200 DROP INLET, GP2 EA 1 668-2210 DROP INLET, GP2, ADDL DEPTH LF 7 668-4300 STORM SEWER MANHOLE, TP1 EA 2 668-7015 DRAIN INLET, 15 IN EA 11 670-1061 WATER MAIN, OFFSET, 6" COMPLETE EA 680 670-1161 WATER MAIN, OFFSET, 16" COMPLETE EA 120 670-1181 WATER MAIN, OFFSET, 18" COMPLETE EA 300 670-9710 RELOCATE EXIST FIRE HYDRANT EA 2 670-9720 RELOCATE EXIST WATER VALVE, INCL BOXEA 2 700-5000 GRASSING, COMPLETE (1.5 AC.) LS 1 PROJECT COST P-9 Attachment number 2 Page 3 of 11 Item # 8 BI D R E S U L T S S U M M A R Y PA V I N G V A R I O U S R O A D S , P H 9 - C O N T R A C T l PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 5 , 5 0 0 . 0 0 $5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 .0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 $ 5 , 5 0 0 . 0 0 00 0 - 0 0 0 0 E r o s i o n C o n t r o l ( B M P s ) L S 1 $ 2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $ 5 , 6 6 5 . 0 0 $ 5 , 6 6 5 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 4 , 4 0 0 .0 0 $ 4 , 4 0 0 . 0 0 $ 2 , 1 8 0 . 0 0 $ 2 , 1 8 0 . 0 0 $ 2 , 0 0 0 . 0 0 $ 2 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $4 , 0 0 0 . 0 0 $4 , 0 0 0 . 0 0 $ 2 , 0 6 5 . 0 0 $ 2 , 0 6 5 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 8 0 0 .0 0 $ 3 , 8 0 0 . 0 0 $ 3 , 8 1 5 . 0 0 $ 3 , 8 1 5 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 21 0 - 0 1 0 0 Gr a d i n g C o m p l e t e LS 1 $4 , 0 0 0 . 0 0 $4 , 0 0 0 . 0 0 $ 3 0 , 5 0 0 . 0 0 $ 3 0 , 5 0 0 . 0 0 $ 2 8,5 4 8 . 0 0 $ 2 8 , 5 4 8 . 0 0 $ 9 , 1 4 0 . 0 0 $ 9 , 1 4 0 . 0 0 $ 3 , 2 7 0 . 0 0 $ 3 , 2 7 0 . 0 0 $ 9 , 5 0 0 . 0 0 $ 9 , 5 0 0 . 0 0 $ 3 9 , 4 0 0 . 0 0 31 0 - 5 0 6 0 Gr A g g r . B a s e C r s , 6 I n c h , I n c l . M a t l . SY 1 8 8 3 $1 4 . 0 0 $2 6 , 3 6 2 . 0 0 $ 1 1 . 0 5 $ 2 0 , 8 0 7 . 1 5 $ 7 . 0 5 $ 1 3 , 2 7 5 . 1 5 $ 1 0 . 5 0 $ 1 9 , 7 7 1 . 5 0 $ 8 .1 8 $ 1 5 , 4 0 2 . 9 4 $ 5 . 8 0 $ 10 , 9 2 1 . 4 0 $ 5 . 6 1 40 2 - 3 1 1 3 Re c y c l e d A s p h . C o n c . 1 2 . 5 M M S u p e r p a v e TN 1 9 2 $7 7 . 0 0 $1 4 , 7 8 4 . 0 0 $ 8 9 . 0 0 $ 1 7 , 0 8 8 . 0 0 $ 7 1 . 0 2 $ 1 3 , 6 3 5 . 8 4 $ 7 5 . 0 0 $ 1 4 , 4 0 0 . 0 0 $ 6 7 . 0 4 $ 1 2 , 8 7 1 . 6 8 $ 8 0 . 0 0 $ 1 5 , 36 0 . 0 0 $ 1 0 0 . 0 0 70 0 - 5 0 0 0 Gr a s s i n g , C o m p l e t e LS 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 8 0 0 . 0 0 $ 8 0 0 . 0 0 $ 4 , 6 33 . 0 0 $ 4 , 6 3 3 . 0 0 $ 1 , 0 9 0 . 0 0 $ 1 , 0 9 0 . 0 0 $ 1 , 2 0 0 . 0 0 $ 1 , 2 0 0 .0 0 $ 1 , 8 0 0 . 0 0 $5 7 , 1 4 6 . 0 0 $8 3 , 4 2 5 . 1 5 $ 6 7 , 7 5 8 . 9 9 $ 6 1 , 6 4 4 . 5 0 $ 4 4 ,1 2 9 . 6 2 $ 4 7 , 4 8 1 . 4 0 SA X O N D R I V E ( W A R W I C K A V E . T O E N D O F S A X O N ) 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 6 , 2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 .0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 $ 6 , 2 0 0 . 0 0 00 0 - 0 0 0 0 Er o s i o n C o n t r o l ( B M P s ) LS 1 $2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 5 , 8 2 0 .0 0 $ 5 , 8 2 0 . 0 0 $ 3 , 2 7 0 . 0 0 $ 3 , 2 7 0 . 0 0 $ 1 , 9 6 0 . 0 0 $ 1 , 9 6 0 . 0 0 $ 5 , 0 0 0 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 . 0 0 $4 , 0 0 0 . 0 0 $4 , 0 0 0 . 0 0 $ 1 , 4 6 0 . 0 0 $ 1 , 4 6 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 2 , 5 2 0 .0 0 $ 2 , 5 2 0 . 0 0 $ 5 , 9 9 5 . 0 0 $ 5 , 9 9 5 . 0 0 $ 2 , 0 0 0 . 0 0 $ 2 , 0 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 21 0 - 0 1 0 0 Gr a d i n g C o m p l e t e LS 1 . 0 0 $4 , 0 0 0 . 0 0 $4 , 0 0 0 . 0 0 $ 1 6 , 5 0 0 . 0 0 $ 1 6 , 5 0 0 . 0 0 $ 2 1,1 3 1 . 0 0 $ 2 1 , 1 3 1 . 0 0 $ 8 , 7 6 5 . 0 0 $ 8 , 7 6 5 . 0 0 $ 4 , 2 5 1 . 0 0 $ 4 , 2 5 1 . 0 0 $ 1 6 , 7 6 0 . 0 0 $ 1 6 , 7 6 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 31 0 - 5 0 6 0 Gr A g g r . B a s e C r s , 6 I n c h , I n c l . M a t l . SY 2 , 3 4 0 . 0 0 $1 4 . 0 0 $3 2 , 7 6 0 . 0 0 $ 1 0 . 0 0 $ 2 3 , 4 0 0 . 0 0 $ 7 . 0 5 $ 1 6 , 4 9 7 . 0 0 $ 9 . 6 3 $ 2 2 , 5 3 4 . 2 0 $ 8. 1 8 $ 1 9 , 1 4 1 . 2 0 $ 5 . 8 0 $ 1 3 , 5 7 2 . 0 0 $ 5 . 6 1 40 2 - 3 1 1 3 Re c y c l e d A s p h . C o n c . 1 2 . 5 M M S u p e r p a v e TN 2 3 8 . 0 0 $7 7 . 0 0 $1 8 , 3 2 6 . 0 0 $ 9 7 . 0 0 $ 2 3 , 0 8 6 . 0 0 $ 6 6 . 8 9 $ 1 5 , 9 1 9 . 8 2 $ 7 9 . 6 1 $ 1 8 , 9 4 7 . 1 8 $ 6 7 . 0 4 $ 1 5 , 9 5 5 . 5 2 $ 8 0 . 0 0 $ 1 9 , 04 0 . 0 0 $ 8 3 . 0 0 70 0 - 5 0 0 0 Gr a s s i n g , C o m p l e t e LS 1 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 8 0 0 . 0 0 $ 8 0 0 . 0 0 $ 4 , 1 70 . 0 0 $ 4 , 1 7 0 . 0 0 $ 3 , 6 8 3 . 1 1 $ 3 , 6 8 3 . 1 1 $ 3 , 0 0 0 . 0 0 $ 3 , 0 0 0 .0 0 $ 3 , 3 0 0 . 0 0 $ 6 7 , 7 8 6 . 0 0 $ 7 5 , 4 4 6 . 0 0 $ 6 6 , 5 4 7 . 8 2 $ 6 8 , 9 5 6 . 3 8 $ 5 8 , 4 9 5 . 8 3 $ 6 2 , 5 3 2 . 0 0 EM M E T T S T R E E T L A N E ( W A L T O N W A Y T O L A N E Y W A L K E R ) RE E V E S CO N S T R U C T I O N CO M P A N Y MA B U S B R O T H E R S CO N S T R U C T I O N CO M P A N Y HO R I Z O N CO N S T R U C T I O N & AS S O C I A T E S , I N C SI K E S B R O T H E E R S , IN C BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G BL A I R C O N S T R U C T I O N , IN C TR A N S CO N S T R U C T I O N , I N C 4 o f 1 1 Re v : 2 / 4 / 2 0 1 0 Attachment number 2 Page 4 of 11 Item # 8 BI D R E S U L T S S U M M A R Y PA V I N G V A R I O U S R O A D S , P H 9 - C O N T R A C T l PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S CO N S T R U C T I O N CO M P A N Y MA B U S B R O T H E R S CO N S T R U C T I O N CO M P A N Y HO R I Z O N CO N S T R U C T I O N & AS S O C I A T E S , I N C SI K E S B R O T H E E R S , IN C BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G BL A I R C O N S T R U C T I O N , IN C TR A N S CO N S T R U C T I O N , I N C SH E R R O D D R I V E ( L U M P K I N R D . T O 4 6 8 F E E T ) 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 00 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4,0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 00 0 - 0 0 0 0 Er o s i o n C o n t r o l ( B M P s ) L S 1 $ 2 , 0 0 0 . 0 0 $ 2 , 0 0 0 . 0 0 $7 , 4 0 0 . 0 0 $7 , 4 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $ 3 , 2 0 0 . 0 0 $3 , 2 0 0 . 0 0 $ 3 , 2 7 0 . 0 0 $3 , 2 7 0 . 0 0 $ 1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $ 8 , 0 0 0 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $1 , 4 6 0 . 0 0 $1 , 4 6 0 . 0 0 $ 3 , 0 0 0 . 0 0 $3 , 0 0 0 . 0 0 $ 1 , 8 3 0 . 0 0 $1 , 8 3 0 . 0 0 $ 3 , 8 1 5 . 0 0 $3 , 8 1 5 . 0 0 $ 8 0 0 . 0 0 $8 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 21 0 - 0 1 0 0 Gr a d i n g C o m p l e t e LS 1 . 0 0 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $1 6 , 5 0 0 . 0 0 $1 6 , 5 0 0 . 0 0 $ 1 4 , 8 6 2 . 0 0 $1 4 , 8 6 2 . 0 0 $ 6 , 1 4 6 . 0 0 $6 , 1 4 6 . 0 0 $ 4 , 3 6 0 . 0 0 $4 , 3 6 0 . 0 0 $ 3 , 0 0 0 . 0 0 $3 , 0 0 0 . 0 0 $ 1 5 , 0 0 0 . 0 0 31 0 - 5 0 6 0 Gr A g g r . B a s e C r s , 6 I n c h , I n c l . M a t l . SY 1 , 3 5 2 . 0 0 $ 1 4 . 0 0 $ 1 8 , 9 2 8 . 0 0 $1 0 . 9 0 $1 4 , 7 3 6 . 8 0 $ 7 . 0 5 $9 , 5 3 1 . 6 0 $ 1 0 . 2 2 $1 3 , 8 1 7 . 4 4 $ 8 . 1 8 $1 1 , 0 5 9 . 3 6 $ 5 . 8 0 $7 , 8 4 1 . 6 0 $ 5 . 6 1 40 2 - 3 1 1 3 Re c y c l e d A s p h . C o n c . 1 2 . 5 M M S u p e r p a v e TN 1 3 8 . 0 0 $ 7 7 . 0 0 $ 1 0 , 6 2 6 . 0 0 $ 9 5 . 5 0 $ 1 3 , 1 7 9 . 0 0 $ 7 9 . 3 8 $1 0 , 9 5 4 . 4 4 7 9 . 3 6 $ 1 0 , 9 5 1 . 6 8 $ 6 7 . 0 4 $9 , 2 5 1 . 5 2 $ 8 0 . 0 0 $1 1 , 0 4 0 . 0 0 $ 1 0 0 . 0 0 70 0 - 5 0 0 0 Gr a s s i n g , C o m p l e t e LS 1 $ 5 0 0 . 0 0 $ 5 0 0 . 0 0 $1 , 8 0 0 . 0 0 $1 , 8 0 0 . 0 0 $ 8 0 0 . 0 0 $8 0 0 . 0 0 $ 2 , 8 7 5 . 0 0 $2 , 8 7 5 . 0 0 $ 1 , 2 9 7 . 0 0 $1 , 2 9 7 . 0 0 $ 1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $ 2 , 5 0 0 . 0 0 $4 4 , 0 5 4 . 0 0 $5 9 , 0 7 5 . 8 0 $ 4 8 , 1 4 8 . 0 4 $ 4 2 , 8 2 0 . 1 2 $ 3 7 , 0 5 2 . 8 8 $ 2 9 , 3 8 1 . 6 0 HU N T E R L A N E ( 1 2 T H S T R E E T T O O L D S A V A N N A H R O A D ) 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 2 , 3 0 0 . 0 0 $2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 .0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 3 0 0 . 0 0 $ 2 , 30 0 . 0 0 00 0 - 0 0 0 0 E r o s i o n C o n t r o l ( B M P s ) L S 1 $ 1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $ 1 , 1 9 0 . 0 0 $1 , 1 9 0 . 0 0 $ 2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $ 2 , 7 5 0 . 0 0 $2 , 7 5 0 . 0 0 $ 1 , 7 4 4 . 0 0 $1 , 7 4 4 . 0 0 $ 1 , 3 0 0 . 0 0 $1 , 3 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $ 1 , 4 6 0 . 0 0 $1 , 4 6 0 . 0 0 $ 3 , 0 0 0 . 0 0 $3 , 0 0 0 . 0 0 $ 2 , 7 5 0 . 0 0 $2 , 7 5 0 . 0 0 $ 2 , 5 0 7 . 0 0 $2 , 5 0 7 . 0 0 $ 6 0 0 . 0 0 $6 0 0 . 0 0 $ 1 , 0 0 0 . 0 0 21 0 - 0 1 0 0 Gr a d i n g C o m p l e t e LS 1 . 0 0 $5 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $ 7 , 4 0 0 . 0 0 $7 , 4 0 0 . 0 0 $ 1 5 , 7 2 6 . 0 0 $1 5 , 7 2 6 . 0 0 $ 6 , 1 7 5 . 0 0 $6 , 1 7 5 . 0 0 $ 5 , 3 4 4 . 0 0 $5 , 3 4 4 . 0 0 $ 6 , 2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $ 2 3 , 0 0 0 . 0 0 31 0 - 5 0 6 0 Gr A g g r . B a s e C r s , 6 I n c h , I n c l . M a t l . SY 6 6 4 $1 4 . 0 0 $9 , 2 9 6 . 0 0 $ 1 2 . 2 0 $8 , 1 0 0 . 8 0 $ 7 . 0 5 $4 , 6 8 1 . 2 0 $ 1 9 . 6 0 $1 3 , 0 1 4 . 4 0 $ 8 . 1 8 $5 , 4 3 1 . 5 2 $ 5 . 8 0 $3 , 8 5 1 . 2 0 $ 6 . 0 0 40 2 - 3 1 1 3 Re c y c l e d A s p h . C o n c . 1 2 . 5 M M S u p e r p a v e TN 6 8 $7 7 . 0 0 $5 , 2 3 6 . 0 0 $ 1 1 6 . 0 0 $7 , 8 8 8 . 0 0 $ 1 1 0 . 0 1 $7 , 4 8 0 . 6 8 $ 9 5 . 3 5 $6 , 4 8 3 . 8 0 $ 6 7 . 0 4 $4 , 5 5 8 . 7 2 $ 8 0 . 0 0 $5 , 4 4 0 . 0 0 $ 1 2 5 . 0 0 70 0 - 5 0 0 0 Gr a s s i n g , C o m p l e t e LS 1 . 0 0 $4 0 0 . 0 0 $4 0 0 . 0 0 $ 1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $ 8 0 0 . 0 0 $8 0 0 . 0 0 $ 3 , 3 0 0 . 0 0 $3 , 3 0 0 . 0 0 $ 1 , 4 6 4 . 9 6 $1 , 4 6 4 . 9 6 $ 7 5 0 . 0 0 $7 5 0 . 0 0 $ 1 , 0 0 0 . 0 0 $2 5 , 7 3 2 . 0 0 $ 2 9 , 5 3 8 . 8 0 $ 3 5 , 9 8 7 . 8 8 $ 3 6 , 7 7 3 . 2 0 $ 2 3 , 3 5 0 . 2 0 $ 2 0 , 4 4 1 . 2 0 En g i n e e r i n g To t a l $1 9 4 , 7 1 8 . 0 0 Re e v e s Co n s t r u c t i o n To t a l $2 4 7 , 4 8 5 . 7 5 Ma b u s B r o s Co n s t r u c t i o n To t a l $2 1 8 , 4 4 2 . 7 3 Bl a i r Co n s t r u c t i o n To t a l $2 1 0 , 1 9 4 . 2 0 Tr a n s Co n s t r u c t i o n To t a l $1 6 3 , 0 2 8 . 5 3 Ho r i z i o n Co n s t r u c t i o n To t a l $1 5 9 , 8 3 6 . 2 0 Si k e s B r o t h e r s , Co n s t r u c t i o n To t a l 5 o f 1 1 Re v : 2 / 4 / 2 0 1 0 Attachment number 2 Page 5 of 11 Item # 8 BI D R E S U L T S S U M M A R Y PA V I N G V A R I O U S R O A D S , P H 9 - C O N T R A C T l PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L $ 5 , 5 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 $ 3 9 , 4 0 0 . 0 0 $ 1 0 , 5 6 3 . 6 3 $ 1 9 , 2 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 8 4 , 9 6 3 . 6 3 $ 6 , 2 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 3 , 5 0 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 $ 1 3 , 1 2 7 . 4 0 $ 1 9 , 7 5 4 . 0 0 $ 3 , 3 0 0 . 0 0 $ 7 0 , 8 8 1 . 4 0 SI K E S B R O T H E E R S , IN C 6 o f 1 1 Re v : 2 / 4 / 2 0 1 0 Attachment number 2 Page 6 of 11 Item # 8 BI D R E S U L T S S U M M A R Y PA V I N G V A R I O U S R O A D S , P H 9 - C O N T R A C T l PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L SI K E S B R O T H E E R S , IN C $4 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $3 , 5 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $7 , 5 8 4 . 7 2 $1 3 , 8 0 0 . 0 0 $2 , 5 0 0 . 0 0 $ 5 4 , 3 8 4 . 7 2 $2 , 3 0 0 . 0 0 $3 , 5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 3 , 0 0 0 . 0 0 $3 , 9 8 4 . 0 0 $8 , 5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $ 4 3 , 2 8 4 . 0 0 $2 5 3 , 5 1 3 . 7 5 7 o f 1 1 Re v : 2 / 4 / 2 0 1 0 Attachment number 2 Page 7 of 11 Item # 8 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL 150-XXXX OFF DUTY POLICE OFFICER HR 150-1000 TRAFFIC CONTROL LS 171-0010 TEMPORARY SILT FENCE, TP A LF 171-0030 TEMPORARY SILT FENCE, TP C LF 207-0203 FOUNDATION, BACKFILL MATERIAL, TP2 CY 210-0200 GRADING MODIFIED INCLUDING HAULING LM 230-1000 LUMP SUM CONSTRUCTION LS 310-5060 GRADED AGGREGATE BASE COURSE, INCLUDING MATERIAL 6 IN. THICK TN 402-0111 RECYCLED ASPHALT CONCRETE 19 MM SUPERPAVE, GP 1 OR 2 TN 402-1812 RECYCLED ASPHALT CONCRETE LEVELING INCLUDING BITUMINOUS MATERIAL TN 402-3131 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE, GP2 ONLY INCLUDING BITUM MATERIAL & H LIME TN 402-3141 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE GP2, ONLY TN 402-3250 RECYCLED ASPHALT CONCRETE, 25 MM, SUPERPAVE, GP1 OR GP2 INCLUDING BITUM MATERIAL & H LIME TN 413-1000 BITUM TACK COAT GAL *432-5010 MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH SY 441-0014 DRIVEWAY CONCRETE, 6 IN. SY 441-0016 DRIVEWAY CONCRETE, 6 IN. SY 441-0104 CONCRETE SIDEWALK, 4 IN. SY 441-0300 CONCRETE FLUME, TP A EA 441-5002 CONCRETE HEADER CURB, 6 IN. TP2 LF 441-6022 CONCRETE CURB & GUTTER, 6 IN. X 30 IN., TP2 LF 500-3201 CLASS B CONCRETE, RETAINING WALL LF 500-3800 CLASS A CONCRETE, INCLUDING REINFORCING STEEL CY BID TABULATIONS Engineer's List Attachment number 2 Page 8 of 11 Item # 8 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 500-9999 CLASS B CONCRETE, BASE OR PAVEMENT WIDENING CY 550-1150 STORM DRAIN PIPE, 15 IN., H 1-10 LF 550-1180 STORM DRAIN PIPE, 18 IN., H 1-10 LF 550-1240 STORM DRAIN PIPE, 24 IN., H1-10 LF 550-1300 STORM DRAIN PIPE, 30 IN., H 1-10 LF 550-1360 STORM DRAIN PIPE, 36 IN., H1-10 LF 550-1480 STORM DRAIN PIPE, 48 IN., H1-10 LF 550-1600 STORM DRAIN PIPE, 60 IN., H1-10 LF 550-2150 SIDE DRAIN PIPE, 15 IN., H 1-10 LF 550-4215 FLARED END SECTION 15 IN., STORM DRAIN EA 550-4218 FLARED END SECTION 18 IN., STORM DRAIN EA 603-2018 STONE DUMPED RIP-RAP, TP1, 18 IN. SY 603-2997 FILTER BLANKET SY 636-1014 HIGHWAY SIGN, TP1 MATERIAL REFLECTIVE SHEETING, TP1 SF 636-2010 GALVANIZED STEEL POSTS, TP1 LF *647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS **647-1000 TRAFFIC SIGNAL INSTALLATION NO. 2 LS 653-0120 THERMO PAVEMENT MARKING, ARROW TP2 EA 653-0130 THERMO PAVEMENT MARKING, ARROW TP3 EA 653-1501 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-1502 THERMO SOLID TRAFFIC STRIPE, 5 IN., YELLOW LF 653-1704 THERMO SOLID TRAFFIC STRIPE, 24 IN., WHITE LF 653-1804 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-3502 THERMO SKIP TRAFFIC STRIPE, 5 IN., YELLOW LF Attachment number 2 Page 9 of 11 Item # 8 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 668-1100 CATCH BASIN, GP1 EA 668-1200 CATCH BASIN, GP2 EA 668-1210 CATCH BASIN, GP2, ADDITIONAL DEPTH LF 668-2100 DROP INLET, GP1 EA 668-2200 DROP INLET, GP1 EA 668-4300 STORM SEWER MANHOLE, TP1 EA 668-4400 STORM SEWER MANHOLE, TP2 EA 668-4411 STORM SEWER MANHOLE, TP2, ADDITIONAL DEPTH, CL1 LF 668-5000 JUNCTION BOX EA 668-5005 JUNCTION BOX, SPECIAL DESIGN #1 EA 668-5005A JUNCTION BOX, SPECIAL DESIGN #2 EA 668-5005B JUNCTION BOX, SPECIAL DESIGN #3 EA 668-7015 DRAIN INLET, 15 IN. BOX TYPE EA 700-0200 GRASSING (3 ACRES) LS ROADWAY SUB-TOTAL 230-1000 LUMP SUM CONSTRUCTION LS 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 660-0006 SANITARY SEWER PIPE, 6", PVC LF 660-0008 SANITARY SEWER PIPE, 8", PVC LF 668-3300 SANITARY SEWER MANHOLE, TP1 EA 668-3311 SANITARY SEWER MANHOLE, TP1, ADDITIONAL DEPTH, CL1, OVER 6' LF 670-1020 WATER MAIN, 2" LF 670-1100 WATER MAIN, 10" LF 670-2100 GATE VALVE, 10" EA Attachment number 2 Page 10 of 11 Item # 8 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 670-9710 RELOCATE EXISTING FIRE HYDRANT EA 670-9720 RELOCATE EXISTING WATER VALVE, INCLUDING BOX EA 670-9730 RELOCATE EXISTING METER VALVE, INCLUDING BOX EA 670-9800 ADJUST EXISTING WATER METER, INCLUDING BOX EA 670-9906 ADJUST EXISTING WATER LINE, 6" (HORIZONTAL AND/OR VERTICAL) LF 670-9908 ADJUST EXISTING WATER LINE, 8" (HORIZONTAL AND/OR VERTICAL) LF 670-9910 ADJUST EXISTING WATER LINE, 10" (HORIZONTAL AND/OR VERTICAL) LF UTILITY WORK SUBTOTAL PROJECT COST $ - Attachment number 2 Page 11 of 11 Item # 8 Invitation To Bid Sealed bids will be received at this office until 11:00 a.m. Friday, December 18, 2009 for furnishing: Bid Item #09-182 Paving Various Roads – Phase IX for Engineering Department Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams Procurement Department 530 Greene Street - Room 605 Augusta, Georgia 30901 706-821-2422 Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street – Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all prime, subcontractors and suppliers exclusively from Digital Blue Print. The fees for the plans and specifications which are non-refundable is $25.00. Documents may be examined during regular business hours at the F. W. Dodge Plan Room; 1281 Broad Street, Augusta, GA 30901.It is the wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the opportunity to view plans online (www.digblueprint.com) at no charge through Digital Blue Print (706 821-0405) beginning Thursday, November 5, 2009. Bidders are cautioned that submitting a package without Procurement of a complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with other work that is material to the successful completion of the project. Bidders are cautioned that sequestration of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. A Mandatory Pre-Bid Conference will be held on Tuesday, December 1, 2009 @ 10:00 a.m. in the Procurement Department – Room 605. All questions must be submitted in writing to the office of the Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered. All questions are to be submitted in writing by Thursday, December 3, 2009 by 5:00 p.m. No Bid may be withdrawn for a period of 90 days after time has been called on the date of opening. A 10% Bid bond is required to be submitted in a separate envelope so marked along with the bidders’ qualifications; a 100% performance bond and a 100% payment bond will be required for award. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the envelope. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle November 5, 12, 19, 26, 2009 Metro Courier November 11, 2009 cc: Tameka Allen Interim Deputy Administrator Abie Ladson Engineering Department Hameed Malik Engineering Department Attachment number 3 Page 1 of 1 Item # 8 Ve n d o r s : Tr a n C o n s t r u c t i o n 38 5 5 R e d O a k C t . Ma r t i n e z , G A 3 0 9 0 7 Re e v e s C o n s t r u c t i o n P. O . B o x 1 1 2 9 Au g u s t a , G A 3 0 9 0 3 Si k e s B r o t h e r s 15 0 A l i n e A v e n u e Me t t e r , G A 3 0 4 3 9 Ho r i z o n Co n s t r u c t i o n P. O . B o x 7 9 8 Ev a n s , G A 3 0 8 0 9 Ma b u s B r o t h e r s 92 0 M o l l y P o n d R d Au g u s t a , G A 3 0 9 0 1 Bl a i r C o n s t r u c t i o n P. O . B o x 7 7 0 Ev a n s , G A 3 0 8 0 9 Pr o p o s a l F o r m s Pa g e s P 1 - P 5 Ye s Y e s Y e s Y e s Y e s Y e s At t a c h m e n t B Ye s Y e s Y e s Y e s Y e s Y e s Ad d e n d u m 1 Ye s Y e s Y e s Y e s Y e s Y e s Bi d B o n d Ye s Y e s Y e s Y e s Y e s Y e s To t a l B i d A m o u n t $1 6 2 , 9 9 1 . 2 6 $ 2 4 7 , 4 8 5 . 7 5 $ 2 5 3 , 5 1 3 . 7 5 $ 1 5 9 , 8 3 6 . 2 0 $ 2 1 8 , 4 4 2. 7 3 $ 2 1 0 , 1 9 4 . 2 0 Bi d I t e m # 0 9 - 1 8 2 Pa v i n g V a r i o u s R o a d s - P h a s e I X Fo r t h e C i t y o f A u g u s t a - E n g i n e e r i n g D e p a r t m e n t Bi d O p e n i n g D a t e : F r i d a y , D e c e m b e r 1 8 , 2 0 0 9 a t 1 1 : 0 0 a .m . Pa g e 1 o f 2 Attachment number 4 Page 1 of 2 Item # 8 Ve n d o r s : Pa l m e t t o / T r a k s o u t h 11 9 0 I n t e r s t a t e P k Au g u s t a , G A 3 0 9 0 9 C & H P a v i n g I n c 16 7 K n o x R i v e r s R d Th o m s o n , G A 3 0 8 0 5 Pr o p o s a l F o r m s Pa g e s P 1 - P 5 At t a c h m e n t B Ad d e n d u m 1 Bi d B o n d To t a l B i d A m o u n t Bi d I t e m # 0 9 - 1 8 2 Pa v i n g V a r i o u s R o a d s - P h a s e I X Fo r t h e C i t y o f A u g u s t a - E n g i n e e r i n g D e p a r t m e n t Bi d O p e n i n g D a t e : F r i d a y , D e c e m b e r 1 8 , 2 0 0 9 a t 1 1 : 0 0 a .m Pa g e 2 o f 2 Attachment number 4 Page 2 of 2 Item # 8 Attachment number 5 Page 1 of 1 Item # 8 Attachment number 6 Page 1 of 2 Item # 8 Attachment number 6 Page 2 of 2 Item # 8 Attachment number 7 Page 1 of 1 Item # 8 Engineering Services Committee Meeting 2/8/2010 12:35 PM Resurfacing Various Roads (Urban) (Bid Item – 09-160)-Contract Award Department:Abie L. Ladson, PE, CPESC, Director of Engineering Caption:Approve award of Construction Contract to Mabus Brothers Construction and Capital Project Budget in the amount of $2,447,975.08 for the Paving Various Roads (Urban) Project, subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase III Urban Recapture and Phase IV Resurfacing respectively as requested by AED. Background:The Public Services and Engineering Departments have a criterion for ranking and prioritizing roads and streets that require resurfacing. Based on the established criteria, the Public Services and Engineering Departments submitted a list of roads for resurfacing urban streets. The list was approved by the Augusta-Richmond County Commission on August 4, 2009. The approved streets are 12th Street (Laney Walker to Old Savannah Rd.), 8th Street (Walton Way to Laney Walker), Wrightsboro Road (RA Dent Blvd. to James Brown Blvd.), D’Antignac Street (RA Dent Blvd. to 8th Street), Martin Luther King Blvd. (Twiggs Street to Olive Rd.), and Reynolds Street (4th Street to 13th Street). Analysis:Bids were received on October 16, 2009 with Mabus Brothers Construction Co., Inc. being the low bidder. The bid results are as follows: CONTRACTORS BID 1. Mabus Brothers Construction Co., Inc. $2,447,975.08 2. Beam’s Contracting, Inc. $2,724,687.86 3. Reeves Construction Co., Inc. $2,760,937.00 4. Tran Construction, Inc. $2,937,087.00 The Engineering Department is bringing attention to both the Engineering Committee and the Commission that there have been contract compliance issues with Mabus Brothers Construction Co., Inc. on past and current projects (Windsor Spring Road Improvements, Lover’s Lane Evacuation Route, and Morgan Road Improvements). It is the Engineering Department recommendation to award this contract to the low bidder, Mabus Brothers Construction Co., Inc. with the understanding that if noncompliance issues are encountered on this project, the Engineering Department can and will exercise the right per the contract to dismiss Mabus Brothers Construction Co., Inc. from this project, and award the remainder of the project to the next lowest compliant bidder. Examples of Mabus Brothers Construction Co., Inc. non-compliant issues are also attached on current and previous projects. Financial Impact:Funds are available in SPLOST Phase III Urban Recapture (327-041110- 296812333) $1,001,325 and SPLOST Phase IV Resurfacing (324-041110- 201824044) $1,446,675 respectively upon Commission approval. Alternatives:1) Approve Award of Construction Contract to Mabus Brothers Cover Memo Item # 9 Construction and Capital Project Budget in the amount of $2,447,975.08 for the Paving Various Roads (Urban) Project, subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase III Urban Recapture and Phase IV Resurfacing respectively as requested by AED. 2) Approve award of Construction Contract to the next compliant low bidder, Beam’s Contracting, Inc. in the amount of $2,447,975.08 for the Paving Various Roads (Urban) Project, subject to receipt of signed contracts and proper bonds. The award to the next lowest bidder is in reference to contract compliance issues with Mabus Brothers Construction Co., Inc., on past and current projects. Those projects include Windsor Spring Road Improvements, Lover’s Lane Evacuation Route, and Morgan Road Improvements (see non-compliance issues). Recommendation:Approve Alternative Number One. Funds are Available in the Following Accounts: 327-041110-296812333 $1,001,325 324-041110-201824044 $1,446,675 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 9 Augusta-Richmond County, Georgia BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that the following Capital Project Budget is hereby adopted: Section 1: This project is authorized to CPB # 324-041110-000000000. Funding is needed for Resurfacing Various Roads (Urban) Project. Funds in the amount of $2,448,000 are in SPLOST Urban Ph III and SPLOST Ph IV Resurfacing respectively. Section 2: The following revenues are anticipated to be available to the Consolidated Government to complete the project. Special 1% Sales Tax, Urban Ph III 1,001,325$ Special 1% Sales Tax, Phase IV Resurfacing 1,446,675$ 2,448,000$ Section 3: The following amounts are appropriated for the project: By Basin By District Varies $2,448,000 2,448,000$ CPB#324-04-000000000 CAPITAL PROJECT BUDGET RESURFACING VARIOUS ROADS (URBAN) Please do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission for er er er execution. For information reference this request xecution. For information reference this request xecution. For information reference this request xecution. For information reference this request contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks Varies $2,448,000 2,448,000$ Section 4: Copies of this Capital Project Budget shall be made available to the Comptroller for direction in carrying out this project. Adopted this ____________________ day of ______________________. Approved _________________________________________________ Original-Commission Council Office Copy-Engineering Department Copy-Finance Department Copy-Procurement Department Honorable Deke Copenhaver, Mayor Please do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission foPlease do not process this document. Once approved by the Commission the original will be sent to the Clerk of Commission for er er er execution. For information reference this request xecution. For information reference this request xecution. For information reference this request xecution. For information reference this request contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks contact engineering at ext 5070. Thanks 1 of 2 1/25/2010 Attachment number 1 Page 1 of 2 Item # 9 Augusta-Richmond County, Georgia CPB#324-04-000000000 CAPITAL PROJECT BUDGET RESURFACING VARIOUS ROADS (URBAN) CPB AMOUNT CPB NEW SOURCE OF FUNDS CPB CHANGE CPB SALES TAX, URBAN PHASE III $1,001,325 $0 $0 327-04-1110-296812333 SALES TAX, PHASE IV RESURFACING 324-04-1110-201824044 $1,446,675 $0 $0 TOTAL SOURCES: $2,448,000 $0 $0 USE OF FUNDSUSE OF FUNDS ROADS 324-04-1110-5414110-000000000 $2,448,000 $0 $0 TOTAL USES: $2,448,000 $0 $0 2 of 2 1/25/2010 Attachment number 1 Page 2 of 2 Item # 9 Attachment number 2 Page 1 of 14 Item # 9 Attachment number 2 Page 2 of 14 Item # 9 Attachment number 2 Page 3 of 14 Item # 9 Attachment number 2 Page 4 of 14 Item # 9 Attachment number 2 Page 5 of 14 Item # 9 Attachment number 2 Page 6 of 14 Item # 9 Attachment number 2 Page 7 of 14 Item # 9 Attachment number 2 Page 8 of 14 Item # 9 Attachment number 2 Page 9 of 14 Item # 9 Attachment number 2 Page 10 of 14 Item # 9 Attachment number 2 Page 11 of 14 Item # 9 Attachment number 2 Page 12 of 14 Item # 9 Attachment number 2 Page 13 of 14 Item # 9 Attachment number 2 Page 14 of 14 Item # 9 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 150-1000 TRAFFIC CONTROL LS 1 150-XXXX RAILROAD FLAGGER LS 1 163-2051 CONSTRUCT, MAINTAIN, AND REMOVE BALED STRAW EROSION CHECK LF 100 171-0010 TEMPORARY SILT FENCE (TYPE "A") LF 3030 228-1000 GRADING MODIFIED, INCL. HAUL MI 0.16 230-1000 LUMP SUM CONSTRUCTION LS 1 310-1101 GR AGGR BASE CRS, INCL MATL TN 900 318-3000 AGGREGATE SURFACE COURSE TN 100 402-1812 ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 200 402-3121 RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR GP 2 ONLY, INCL BITUM MATL/ H LIME TN 625 402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL/ H LIME TN 425 413-1000 BITUM TACK COAT GAL 300 441-0016 DRIVEWAY CONCRETE, 6 IN THICK SY 300 441-0104 CONC SIDEWALK, 4 IN SY 800 441-4020 CONC VALLEY GUTTER, 6 IN SY 240 441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP2 LF 2750 500-3200 CLASS "B" CONCRETE CY 30 500-3200 CLASS "B" CONCRETE (MISCELLANEOUS)CY 10 550-1080 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 200 550-1120 STORM DRAIN PIPE, 12 IN, H= 1-10 LF 200 550-1150 STORM DRAIN PIPE, 15 IN, H= 1-10 LF 200 550-1180 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 1000 610-0200 REM CH LK FENCE, ALL SIZES & TYPES LF 743 P-9 Attachment number 3 Page 1 of 19 Item # 9 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 610-0220 REM WOOD FENCE LF 565 611-4001 RECONSTRUCT MINOR DRAINAGE STRUCTUREEA 1 611-5029 RESET CH LK FENCE, ALL SIZES & TYPESLF 743 611-5030 RESET WOOD FENCE LF 585 611-8050 ADJUST MANHOLE TO GRADE EA 3 611-8055 ADJUST MINOR STRUCTURE TO GRADE EA 3 611-8120 ADJUST WATER METER TO GRADE EA 1 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 3 611-9000 CAPPING MINOR STRUCTURE EA 1 636-1020 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 3 SF 14 636-1031 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 6 SF 53 636-1032 HIGHWAY SIGNS, TP2 MATL., REFL SHEETING, TP6 SF 9 636-2010 GALV STEEL POSTS, TP1 LF 200 653-0100 THERMOPLASTIC PVMT MARKING, RR/HWY CROSSING SIGNAL EA 2 653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP2 EA 4 653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 140 653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 2400 653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 200 653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 250 654-1001 RAISED PAVEMENT MARKERS, TP1 EA 40 654-1003 RAISED PAVEMENT MARKERS, TP3 EA 4 668-1100 CATCH BASIN, GP1 LF 5 666-1110 CATCH BASIN, GP1, ADDL DEPTH LF 1 P-9 Attachment number 3 Page 2 of 19 Item # 9 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 668-2200 DROP INLET, GP2 EA 1 668-2210 DROP INLET, GP2, ADDL DEPTH LF 7 668-4300 STORM SEWER MANHOLE, TP1 EA 2 668-7015 DRAIN INLET, 15 IN EA 11 670-1061 WATER MAIN, OFFSET, 6" COMPLETE EA 680 670-1161 WATER MAIN, OFFSET, 16" COMPLETE EA 120 670-1181 WATER MAIN, OFFSET, 18" COMPLETE EA 300 670-9710 RELOCATE EXIST FIRE HYDRANT EA 2 670-9720 RELOCATE EXIST WATER VALVE, INCL BOXEA 2 700-5000 GRASSING, COMPLETE (1.5 AC.) LS 1 PROJECT COST P-9 Attachment number 3 Page 3 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 $ 4 , 0 8 0 . 0 0 $ 4 , 0 8 0 . 0 0 $ 4 7 7 . 0 0 $ 4 7 7 . 0 0 $ 7 , 2 4 5 . 7 0 $ 7 , 2 4 5 . 7 0 $ 5 , 7 0 0 .0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 $ 6 , 0 0 0 . 0 0 $ 6 , 0 0 0 . 0 0 $ 1 7 , 0 1 2 . 0 0 $ 1 7 , 0 1 2 . 0 0 $ 2 9 , 6 8 0 . 0 0 $ 2 9 , 6 8 0 . 0 0 $ 7 , 9 7 0 . 4 0 $ 7 , 9 7 0 . 4 0 $ 2 8 , 2 2 5 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 1 4 7 8 4 $ 3 . 5 0 $ 5 1 , 7 4 4 . 0 0 $ 1 . 6 0 $ 2 3 , 6 5 4 . 4 0 $ 3 . 2 1 $ 4 7 , 4 5 6 . 6 4 $ 2 . 1 0 $ 3 1 , 0 4 6 . 4 0 $ 2 . 2 5 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 8 1 4 $ 7 0 . 0 0 $ 5 6 , 9 8 0 . 0 0 $ 6 2 . 2 0 $ 5 0 , 6 3 0 . 8 0 $ 6 7 . 8 4 $ 5 5 , 2 2 1 . 7 6 $ 7 0 . 6 4 $ 5 7 , 5 0 0 . 9 6 $ 6 9 . 1 5 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 1 6 2 7 $ 7 0 . 0 0 $ 1 1 3 , 8 9 0 . 0 0 $ 6 2 . 2 0 $ 1 0 1 , 1 9 9 . 4 0 $ 7 1 . 0 2 $ 1 1 5 , 5 4 9 . 5 4 $ 7 4 . 0 1 $ 1 2 0 , 4 1 4 . 2 7 $ 7 6 . 9 0 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 3 9 9 2 $ 2 . 0 0 $ 7 , 9 8 4 . 0 0 $ 2 . 0 6 $ 8 , 2 2 3 . 5 2 $ 3 . 7 1 $ 1 4 , 8 1 0 . 3 2 $ 4 . 2 1 $ 1 6 , 8 0 6 . 3 2 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 4 2 $ 3 0 0 . 0 0 $ 1 2 , 6 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 6 3 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 3 9 , 8 4 5 . 4 0 $ 1 , 1 4 0 . 0 0 $ 4 7 , 8 8 0 . 0 0 $ 9 5 0 . 0 0 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 8 9 0 0 $ 0 . 8 5 $ 7 , 5 6 5 . 0 0 $ 0 . 2 4 $ 2 , 1 3 6 . 0 0 $ 1 . 0 1 $ 8 , 9 8 9 . 0 0 $ 0 . 2 5 $ 2 , 2 2 5 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 8 9 0 0 $ 0 . 8 5 $ 7 , 5 6 5 . 0 0 $ 0 . 2 3 $ 2 , 0 4 7 . 0 0 $ 1 . 0 1 $ 8 , 9 8 9 . 0 0 $ 0 . 2 4 $ 2 , 1 3 6 . 0 0 $ 0 . 2 5 30 9 , 3 2 8 . 0 0 2 9 6 , 9 8 3 . 1 2 3 4 6 , 0 1 8 . 6 6 3 1 8 , 2 2 5 . 0 5 TR A N S C O N S T 12 T H S T R E E T ( L A N E Y W A L K E R T O O L D S A V A N N A H R O A D ) BE A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 4 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 4 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E TR A N S C O N S T B E A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 2 , 4 6 5 . 0 0 $ 2 , 4 6 5 . 0 0 $ 4 7 7 . 0 0 $ 4 7 7 . 0 0 $ 4 , 4 7 6 . 4 7 $ 4 , 4 7 6 . 4 7 $ 3 , 9 5 0 .0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 $ 4 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 1 0 , 9 9 5 . 0 0 $ 1 0 , 9 9 5 . 0 0 $ 1 5 , 9 0 0 . 0 0 $ 1 5 , 9 0 0 . 0 0 $ 5 , 8 1 0 . 4 0 $ 5 , 8 1 0 . 4 0 $ 2 0 , 2 0 0 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 5 7 7 2 . 8 $ 3 . 5 0 $ 2 0 , 2 0 4 . 8 0 $ 1 . 6 0 $ 9 , 2 3 6 . 4 8 $ 3 . 2 1 $ 1 8 , 5 3 0 . 6 9 $ 2 . 3 7 $ 1 3 , 6 8 1 . 5 4 $ 2 . 3 0 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 3 1 5 $ 7 0 . 0 0 $ 2 2 , 0 5 0 . 0 0 $ 6 2 . 2 0 $ 1 9 , 5 9 3 . 0 0 $ 6 7 . 8 4 $ 2 1 , 3 6 9 . 6 0 $ 7 0 . 6 4 $ 2 2 , 2 5 1 . 6 0 $ 6 7 . 7 5 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 6 3 5 $ 7 0 . 0 0 $ 4 4 , 4 5 0 . 0 0 $ 6 2 . 2 0 $ 3 9 , 4 9 7 . 0 0 $ 7 1 . 0 2 $ 4 5 , 0 9 7 . 7 0 $ 7 4 . 0 1 $ 4 6 , 9 9 6 . 3 5 $ 7 6 . 5 5 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 1 5 5 8 . 6 6 $ 2 . 0 0 $ 3 , 1 1 7 . 3 2 $ 2 . 0 6 $ 3 , 2 1 0 . 8 4 $ 3 . 7 1 $ 5 , 7 8 2 . 6 3 $ 4 . 2 1 $ 6 , 5 6 1 .9 6 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 1 6 $ 3 0 0 . 0 0 $ 4 , 8 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 2 4 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 1 5 , 1 7 9 . 2 0 $ 1 , 1 4 0 . 0 0 $ 1 8 , 2 4 0 . 0 0 $ 9 5 0 . 0 0 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 4 4 0 0 $ 0 . 8 5 $ 3 , 7 4 0 . 0 0 $ 0 . 2 4 $ 1 , 0 5 6 . 0 0 $ 1 . 0 1 $ 4 , 4 4 4 . 0 0 $ 0 . 2 5 $ 1 , 1 0 0 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 4 4 0 0 $ 0 . 8 5 $ 3 , 7 4 0 . 0 0 $ 0 . 2 3 $ 1 , 0 1 2 . 0 0 $ 1 . 0 1 $ 4 , 4 4 4 . 0 0 $ 0 . 2 4 $ 1 , 0 5 6 . 0 0 $ 0 . 2 5 12 6 , 1 0 2 . 1 2 1 2 1 , 0 6 5 . 3 2 1 4 1 , 2 2 4 . 8 2 1 3 0 , 1 7 4 . 3 1 8T H S T R E E T ( W A L T O N W A Y T O L A N E Y W A L K E R ) 5 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 5 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E TR A N S C O N S T B E A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 $ 4 , 2 5 0 . 0 0 $ 4 , 2 5 0 . 0 0 $ 4 7 7 . 0 0 $ 5 , 8 0 9 . 2 5 $ 6 , 7 0 0 . 0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 1 4 , 2 4 3 . 0 0 $ 1 4 , 2 4 3 . 0 0 $ 3 0 , 7 4 0 . 0 0 $ 3 0 , 7 4 0 . 0 0 $ 6 , 3 5 0 . 4 0 $ 6 , 3 5 0 . 4 0 $ 3 4 , 0 0 0 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 1 8 3 0 4 $ 3 . 5 0 $ 6 4 , 0 6 4 . 0 0 $ 1 . 6 0 $ 2 9 , 2 8 6 . 4 0 $ 3 . 2 1 $ 5 8 , 7 5 5 . 8 4 $ 2 . 0 6 $ 3 7 , 7 0 6 . 2 4 $ 2 . 3 0 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 1 0 0 7 $ 7 0 . 0 0 $ 7 0 , 4 9 0 . 0 0 $ 6 2 . 2 0 $ 6 2 , 6 3 5 . 4 0 $ 6 7 . 8 4 $ 6 8 , 3 1 4 . 8 8 $ 7 0 . 6 4 $ 7 1 , 1 3 4 . 4 8 $ 6 6 . 8 0 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 2 0 1 4 $ 7 0 . 0 0 $ 1 4 0 , 9 8 0 . 0 0 $ 6 2 . 2 0 $ 1 2 5 , 2 7 0 . 8 0 $ 7 1 . 0 2 $ 1 4 3 , 0 3 4 . 2 8 $ 7 4 . 0 1 $ 1 4 9 , 0 5 6 . 1 4 $ 7 6 . 9 0 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 4 9 4 2 . 0 8 $ 2 . 0 0 $ 9 , 8 8 4 . 1 6 $ 2 . 0 6 $ 1 0 , 1 8 0 . 6 8 $ 3 . 7 1 $ 1 8 , 3 3 5 . 1 2 $ 4 . 2 1 $ 2 0 , 8 0 6 . 1 6 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 4 2 $ 3 0 0 . 0 0 $ 1 2 , 6 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 6 3 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 3 9 , 8 4 5 . 4 0 $ 1 , 1 4 0 . 0 0 $ 4 7 , 8 8 0 . 0 0 $ 9 4 9 . 3 2 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 5 5 0 0 $ 0 . 8 5 $ 4 , 6 7 5 . 0 0 $ 0 . 2 4 $ 1 , 3 2 0 . 0 0 $ 1 . 0 1 $ 5 , 5 5 5 . 0 0 $ 0 . 2 5 $ 1 , 3 7 5 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 5 5 0 0 $ 0 . 8 5 $ 4 , 6 7 5 . 0 0 $ 0 . 2 3 $ 1 , 2 6 5 . 0 0 $ 1 . 0 1 $ 5 , 5 5 5 . 0 0 $ 0 . 2 4 $ 1 , 3 2 0 . 0 0 $ 0 . 2 5 36 7 , 3 6 8 . 1 6 3 4 1 , 4 5 1 . 2 8 4 0 0 , 1 3 5 . 5 2 3 6 5 , 6 2 8 . 4 2 WR I G H T S B O R O R O A D ( R A D E N T B L V D . T O J A M E S B R O W N B L V D . ) TO T A L 6 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 6 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E TR A N S C O N S T B E A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 $ 3 , 2 3 0 . 0 0 $ 3 , 2 3 0 . 0 0 $ 4 7 7 . 0 0 $ 7 , 1 0 0 . 2 0 $ 7 , 1 0 0 . 2 0 $ 4 , 0 0 0 . 0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 $ 8 , 0 0 0 . 0 0 $ 8 , 0 0 0 . 0 0 $ 1 4 , 5 1 5 . 0 0 $ 1 4 , 5 1 5 . 0 0 $ 2 8 , 6 2 0 . 0 0 $ 2 8 , 6 2 0 . 0 0 $ 7 , 2 6 8 . 4 0 $ 7 , 2 6 8 . 4 0 $ 3 3 , 0 0 0 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 1 4 7 8 4 $ 3 . 5 0 $ 5 1 , 7 4 4 . 0 0 $ 1 . 6 0 $ 2 3 , 6 5 4 . 4 0 $ 3 . 2 1 $ 4 7 , 4 5 6 . 6 4 $ 2 . 1 0 $ 3 1 , 0 4 6 . 4 0 $ 2 . 2 0 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 8 1 4 $ 7 0 . 0 0 $ 5 6 , 9 8 0 . 0 0 $ 6 2 . 2 0 $ 5 0 , 6 3 0 . 8 0 $ 6 7 . 8 4 $ 5 5 , 2 2 1 . 7 6 $ 7 0 . 6 4 $ 5 7 , 5 0 0 . 9 6 $ 6 7 . 2 5 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 1 6 2 7 $ 7 0 . 0 0 $ 1 1 3 , 8 9 0 . 0 0 $ 6 2 . 2 0 $ 1 0 1 , 1 9 9 . 4 0 $ 7 1 . 0 2 $ 1 1 5 , 5 4 9 . 5 4 $ 7 4 . 0 1 $ 1 2 0 , 4 1 4 . 2 7 $ 7 4 . 9 0 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 4 0 0 0 $ 2 . 0 0 $ 8 , 0 0 0 . 0 0 $ 2 . 0 6 $ 8 , 2 4 0 . 0 0 $ 3 . 7 1 $ 1 4 , 8 4 0 . 0 0 $ 4 . 2 1 $ 1 6 , 8 4 0 . 0 0 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 3 0 $ 3 0 0 . 0 0 $ 9 , 0 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 4 5 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 2 8 , 4 6 1 . 0 0 $ 1 , 1 4 0 . 0 0 $ 3 4 , 2 0 0 . 0 0 $ 9 5 0 . 0 0 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 6 7 0 0 $ 0 . 8 5 $ 5 , 6 9 5 . 0 0 $ 0 . 2 4 $ 1 , 6 0 8 . 0 0 $ 1 . 0 1 $ 6 , 7 6 7 . 0 0 $ 0 . 2 5 $ 1 , 6 7 5 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 6 7 0 0 $ 0 . 8 5 $ 5 , 6 9 5 . 0 0 $ 0 . 2 4 $ 1 , 6 0 8 . 0 0 $ 1 . 0 1 $ 6 , 7 6 7 . 0 0 $ 0 . 2 4 $ 1 , 6 0 8 . 0 0 $ 0 . 2 5 30 4 , 0 0 4 . 0 0 2 7 4 , 6 8 5 . 6 0 3 2 8 , 6 8 2 . 9 4 3 0 2 , 6 5 3 . 2 3 D' A N T I G N A C S T R E E T ( R A D E N T B L V D . T O 8 T H S T R E E T ) 7 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 7 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E TR A N S C O N S T B E A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 $ 7 2 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 4 0 , 0 0 0 . 0 0 $ 4 0 , 0 0 0 . 0 0 $ 3 , 0 6 0 . 0 0 $ 3 , 0 6 0 . 0 0 $ 4 7 7 . 0 0 $ 3 9 , 3 7 3 . 8 5 $ 3 9 , 3 7 3 . 8 5 $ 7 , 3 0 0 . 0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 2 0 0 0 0 $ 2 0 , 0 0 0 . 0 0 $ 3 3 , 2 7 2 . 0 0 $ 3 3 , 2 7 2 . 0 0 $ 3 0 , 7 4 0 . 0 0 $ 3 0 , 7 4 0 . 0 0 $ 2 3 , 4 1 2 . 2 5 $ 2 3 , 4 1 2 . 2 5 $ 5 6 , 0 0 0 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 4 0 6 0 0 3 . 5 $ 1 4 2 , 1 0 0 . 0 0 $ 1 . 6 0 $ 6 4 , 9 6 0 . 0 0 $ 3 . 2 1 $ 1 3 0 , 3 2 6 . 0 0 $ 2 . 0 0 $ 8 1 , 2 0 0 . 0 0 $ 2 . 1 5 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 2 2 5 0 7 0 $ 1 5 7 , 5 0 0 . 0 0 $ 6 2 . 2 0 $ 1 3 9 , 9 5 0 . 0 0 $ 6 7 . 8 4 $ 1 5 2 , 6 4 0 . 0 0 $ 7 0 . 6 4 $ 1 5 8 , 9 4 0 . 0 0 $ 6 6 . 1 0 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 4 5 0 0 7 0 $ 3 1 5 , 0 0 0 . 0 0 $ 6 2 . 2 0 $ 2 7 9 , 9 0 0 . 0 0 $ 7 1 . 0 2 $ 3 1 9 , 5 9 0 . 0 0 $ 7 4 . 0 1 $ 3 3 3 , 0 4 5 . 0 0 $ 7 6 . 0 5 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 1 0 9 6 2 2 $ 2 1 , 9 2 4 . 0 0 $ 2 . 0 6 $ 2 2 , 5 8 1 . 7 2 $ 3 . 7 1 $ 4 0 , 6 6 9 . 0 2 $ 4 . 2 1 $ 4 6 , 1 5 0 . 0 2 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 7 6 3 0 0 $ 2 2 , 8 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 1 1 4 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 7 2 , 1 0 1 . 2 0 $ 1 , 1 4 0 . 0 0 $ 8 6 , 6 4 0 . 0 0 $ 9 5 0 . 0 0 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 3 6 6 0 0 0 . 8 5 $ 3 1 , 1 1 0 . 0 0 $ 0 . 2 4 $ 8 , 7 8 4 . 0 0 $ 1 . 0 1 $ 3 6 , 9 6 6 . 0 0 $ 0 . 2 5 $ 9 , 1 5 0 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 3 6 6 0 0 0 . 8 5 $ 3 1 , 1 1 0 . 0 0 $ 0 . 2 3 $ 8 , 4 1 8 . 0 0 $ 1 . 0 1 $ 3 6 , 9 6 6 . 0 0 $ 0 . 2 4 $ 8 , 7 8 4 . 0 0 $ 0 . 2 5 65 3 - 3 8 0 4 T h e r m o . S k i p T r a f f i c S t r i p e , 5 i n , W h i t e LF 3 6 6 0 0 0 . 8 5 $ 3 1 , 1 1 0 . 0 0 $ 0 . 1 4 $ 5 , 1 2 4 . 0 0 $ 1 . 0 1 $ 3 6 , 9 6 6 . 0 0 $ 0 . 1 4 $ 5 , 1 2 4 . 0 0 $ 0 . 1 5 88 4 , 6 5 4 . 0 0 7 5 2 , 0 4 9 . 7 2 9 2 8 , 9 6 4 . 2 2 8 6 3 , 8 1 9 . 1 2 MA R T I N L U T H E R K I N G B L V D . ( T W I G G S S T R E E T T O O L I V E R O A D ) 8 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 8 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L U NI T P R I C E TR A N S C O N S T B E A M ' S C O N T R A C T I N G RE E V E S C O N S T R U C T I O N BI D T A B U L A T I O N S EN G I N E E R I N G L I S T M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 $ 6 7 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 1 0 , 1 1 5 . 0 0 $ 1 0 , 1 1 5 . 0 0 $ 4 7 7 . 0 0 $ 4 7 7 . 0 0 $ 1 5 , 4 9 1 . 3 5 $ 1 5 , 4 9 1 . 3 5 $ 1 0 , 3 0 0 . 0 0 15 0 - 1 0 0 0 T r a f f i c C o n t r o l LS 1 $ 2 0 , 0 0 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 $ 3 8 , 3 2 3 . 0 0 $ 3 8 , 3 2 3 . 0 0 $ 2 9 , 6 8 0 . 0 0 $ 2 9 , 6 8 0 . 0 0 $ 1 1 , 5 8 8 . 4 0 $ 1 1 , 5 8 8 . 4 0 $ 4 8 , 0 0 0 . 0 0 43 2 - 0 2 0 8 M i l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 3 9 2 0 0 $ 3 . 5 0 $ 1 3 7 , 2 0 0 . 0 0 $ 1 . 6 0 $ 6 2 , 7 2 0 . 0 0 $ 3 . 2 1 $ 1 2 5 , 8 3 2 . 0 0 $ 2 . 0 5 $ 8 0 , 3 6 0 . 0 0 $ 2 . 1 5 40 2 - 1 8 1 2 R e c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e T N 2 1 5 0 $ 7 0 . 0 0 $ 1 5 0 , 5 0 0 . 0 0 $ 6 2 . 2 0 $ 1 3 3 , 7 3 0 . 0 0 $ 6 7 . 8 4 $ 1 4 5, 8 5 6 . 0 0 $ 7 0 . 6 4 $ 1 5 1 , 8 7 6 . 0 0 $ 6 6 . 0 0 40 2 - 3 1 1 0 R e c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t u m . T N 4 3 1 0 $ 7 0 . 0 0 $ 3 0 1 , 7 0 0 . 0 0 $ 6 2 . 2 0 $ 2 6 8 , 0 8 2 . 0 0 $ 7 1 . 0 2 $ 3 0 6 , 0 9 6 . 2 0 $ 7 4 . 0 1 $ 3 1 8 , 9 8 3 . 1 0 $ 7 3 . 3 0 41 3 - 1 0 0 0 B i t u m T a c k C o a t GL 1 0 5 8 4 $ 2 . 0 0 $ 2 1 , 1 6 8 . 0 0 $ 2 . 0 6 $ 2 1 , 8 0 3 . 0 4 $ 3 . 7 1 $ 3 9 , 2 6 6 . 6 4 $ 4 . 2 1 $ 4 4 , 5 5 8 . 6 4 $ 3 . 0 0 44 1 - 7 0 1 1 C u r b C u t W h e e l c h a i r R a m p , T y p e A EA 3 4 $ 3 0 0 . 0 0 $ 1 0 , 2 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 5 1 , 0 0 0 . 0 0 $ 9 4 8 . 7 0 $ 3 2 , 2 5 5 . 8 0 $ 1 , 1 4 0 . 0 0 $ 3 8 , 7 6 0 . 0 0 $ 9 5 0 . 0 0 65 3 - 2 5 0 1 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 1 4 7 0 0 $ 0 . 8 5 $ 1 2 , 4 9 5 . 0 0 $ 0 . 2 4 $ 3 , 5 2 8 . 0 0 $ 1 . 0 1 $ 1 4 , 8 4 7 . 0 0 $ 0 . 2 5 $ 3 , 6 7 5 . 0 0 $ 0 . 2 6 65 3 - 2 5 0 2 T h e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 1 4 7 0 0 $ 0 . 8 5 $ 1 2 , 4 9 5 . 0 0 $ 0 . 2 3 $ 3 , 3 8 1 . 0 0 $ 1 . 0 1 $ 1 4 , 8 4 7 . 0 0 $ 0 . 2 4 $ 3 , 5 2 8 . 0 0 $ 0 . 2 5 65 3 - 3 5 0 1 T h e r m o . S k i p T r a f f i c S t r i p e , 5 i n , W h i t e LF 1 4 7 0 0 $ 0 . 8 5 $ 1 2 , 4 9 5 . 0 0 $ 0 . 1 4 $ 2 , 0 5 8 . 0 0 $ 1 . 0 1 $ 1 4 , 8 4 7 . 0 0 $ 0 . 1 4 $ 2 , 0 5 8 . 0 0 $ 0 . 1 5 77 5 , 2 5 3 . 0 0 6 6 1 , 7 4 0 . 0 4 7 9 1 , 0 0 4 . 6 4 7 3 7 , 8 7 8 . 4 9 RE Y N O L D S S T R E E T ( 4 T H S T R E E T T O 1 3 T H S T R E E T ) 9 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 9 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L $ 2 5 , 0 0 0 . 0 0 $ 5 , 7 0 0 . 0 0 $ 2 8 , 2 2 5 . 0 0 $ 3 3 , 2 6 4 . 0 0 $ 5 6 , 2 8 8 . 1 0 $ 1 2 5 , 1 1 6 . 3 0 $ 1 1 , 9 7 6 . 0 0 $ 3 9 , 9 0 0 . 0 0 $ 2 , 3 1 4 . 0 0 $ 2 , 2 2 5 . 0 0 33 0 , 0 0 8 . 4 0 RE E V E S C O N S T R U C T I O N 10 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 10 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L RE E V E S C O N S T R U C T I O N $ 1 0 , 0 0 0 . 0 0 $ 3 , 9 5 0 . 0 0 $ 2 0 , 2 0 0 . 0 0 $ 1 3 , 2 7 7 . 4 4 $ 2 1 , 3 4 1 . 2 5 $ 4 8 , 6 0 9 . 2 5 $ 4 , 6 7 5 . 9 8 $ 1 5 , 2 0 0 . 0 0 $ 1 , 1 4 4 . 0 0 $ 1 , 1 0 0 . 0 0 13 9 , 4 9 7 . 9 2 11 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 11 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L RE E V E S C O N S T R U C T I O N $ 3 0 , 0 0 0 . 0 0 $ 6 , 7 0 0 . 0 0 $ 3 4 , 0 0 0 . 0 0 $ 4 2 , 0 9 9 . 2 0 $ 6 7 , 2 6 7 . 6 0 $ 1 5 4 , 8 7 6 . 6 0 $ 1 4 , 8 2 6 . 2 4 $ 3 9 , 8 7 1 . 4 4 $ 1 , 4 3 0 . 0 0 $ 1 , 3 7 5 . 0 0 39 2 , 4 4 6 . 0 8 12 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 12 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L RE E V E S C O N S T R U C T I O N $ 2 5 , 0 0 0 . 0 0 $ 4 , 0 0 0 . 0 0 $ 3 3 , 0 0 0 . 0 0 $ 3 2 , 5 2 4 . 8 0 $ 5 4 , 7 4 1 . 5 0 $ 1 2 1 , 8 6 2 . 3 0 $ 1 2 , 0 0 0 . 0 0 $ 2 8 , 5 0 0 . 0 0 $ 1 , 7 4 2 . 0 0 $ 1 , 6 7 5 . 0 0 31 5 , 0 4 5 . 6 0 13 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 13 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L RE E V E S C O N S T R U C T I O N $ 7 2 , 0 0 0 . 0 0 $ 7 , 3 0 0 . 0 0 $ 5 6 , 0 0 0 . 0 0 $ 8 7 , 2 9 0 . 0 0 $ 1 4 8 , 7 2 5 . 0 0 $ 3 4 2 , 2 2 5 . 0 0 $ 3 2 , 8 8 6 . 0 0 $ 7 2 , 2 0 0 . 0 0 $ 9 , 5 1 6 . 0 0 $ 9 , 1 5 0 . 0 0 $ 5 , 4 9 0 . 0 0 84 2 , 7 8 2 . 0 0 14 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 14 of 19 Item # 9 BI D R E S U L T S U M M A R Y RE S U R F A C I N G V A R I O U S R O A D S ( U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X X TO T A L RE E V E S C O N S T R U C T I O N $ 6 7 , 0 0 0 . 0 0 $ 1 0 , 3 0 0 . 0 0 $ 4 8 , 0 0 0 . 0 0 $ 8 4 , 2 8 0 . 0 0 $ 1 4 1 , 9 0 0 . 0 0 $ 3 1 5 , 9 2 3 . 0 0 $ 3 1 , 7 5 2 . 0 0 $ 3 2 , 3 0 0 . 0 0 $ 3 , 8 2 2 . 0 0 $ 3 , 6 7 5 . 0 0 $ 2 , 2 0 5 . 0 0 74 1 , 1 5 7 . 0 0 15 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 15 of 19 Item # 9 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL 150-XXXX OFF DUTY POLICE OFFICER HR 150-1000 TRAFFIC CONTROL LS 171-0010 TEMPORARY SILT FENCE, TP A LF 171-0030 TEMPORARY SILT FENCE, TP C LF 207-0203 FOUNDATION, BACKFILL MATERIAL, TP2 CY 210-0200 GRADING MODIFIED INCLUDING HAULING LM 230-1000 LUMP SUM CONSTRUCTION LS 310-5060 GRADED AGGREGATE BASE COURSE, INCLUDING MATERIAL 6 IN. THICK TN 402-0111 RECYCLED ASPHALT CONCRETE 19 MM SUPERPAVE, GP 1 OR 2 TN 402-1812 RECYCLED ASPHALT CONCRETE LEVELING INCLUDING BITUMINOUS MATERIAL TN 402-3131 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE, GP2 ONLY INCLUDING BITUM MATERIAL & H LIME TN 402-3141 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE GP2, ONLY TN 402-3250 RECYCLED ASPHALT CONCRETE, 25 MM, SUPERPAVE, GP1 OR GP2 INCLUDING BITUM MATERIAL & H LIME TN 413-1000 BITUM TACK COAT GAL *432-5010 MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH SY 441-0014 DRIVEWAY CONCRETE, 6 IN. SY 441-0016 DRIVEWAY CONCRETE, 6 IN. SY 441-0104 CONCRETE SIDEWALK, 4 IN. SY 441-0300 CONCRETE FLUME, TP A EA 441-5002 CONCRETE HEADER CURB, 6 IN. TP2 LF 441-6022 CONCRETE CURB & GUTTER, 6 IN. X 30 IN., TP2 LF 500-3201 CLASS B CONCRETE, RETAINING WALL LF 500-3800 CLASS A CONCRETE, INCLUDING REINFORCING STEEL CY BID TABULATIONS Engineer's List Attachment number 3 Page 16 of 19 Item # 9 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 500-9999 CLASS B CONCRETE, BASE OR PAVEMENT WIDENING CY 550-1150 STORM DRAIN PIPE, 15 IN., H 1-10 LF 550-1180 STORM DRAIN PIPE, 18 IN., H 1-10 LF 550-1240 STORM DRAIN PIPE, 24 IN., H1-10 LF 550-1300 STORM DRAIN PIPE, 30 IN., H 1-10 LF 550-1360 STORM DRAIN PIPE, 36 IN., H1-10 LF 550-1480 STORM DRAIN PIPE, 48 IN., H1-10 LF 550-1600 STORM DRAIN PIPE, 60 IN., H1-10 LF 550-2150 SIDE DRAIN PIPE, 15 IN., H 1-10 LF 550-4215 FLARED END SECTION 15 IN., STORM DRAIN EA 550-4218 FLARED END SECTION 18 IN., STORM DRAIN EA 603-2018 STONE DUMPED RIP-RAP, TP1, 18 IN. SY 603-2997 FILTER BLANKET SY 636-1014 HIGHWAY SIGN, TP1 MATERIAL REFLECTIVE SHEETING, TP1 SF 636-2010 GALVANIZED STEEL POSTS, TP1 LF *647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS **647-1000 TRAFFIC SIGNAL INSTALLATION NO. 2 LS 653-0120 THERMO PAVEMENT MARKING, ARROW TP2 EA 653-0130 THERMO PAVEMENT MARKING, ARROW TP3 EA 653-1501 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-1502 THERMO SOLID TRAFFIC STRIPE, 5 IN., YELLOW LF 653-1704 THERMO SOLID TRAFFIC STRIPE, 24 IN., WHITE LF 653-1804 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-3502 THERMO SKIP TRAFFIC STRIPE, 5 IN., YELLOW LF Attachment number 3 Page 17 of 19 Item # 9 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 668-1100 CATCH BASIN, GP1 EA 668-1200 CATCH BASIN, GP2 EA 668-1210 CATCH BASIN, GP2, ADDITIONAL DEPTH LF 668-2100 DROP INLET, GP1 EA 668-2200 DROP INLET, GP1 EA 668-4300 STORM SEWER MANHOLE, TP1 EA 668-4400 STORM SEWER MANHOLE, TP2 EA 668-4411 STORM SEWER MANHOLE, TP2, ADDITIONAL DEPTH, CL1 LF 668-5000 JUNCTION BOX EA 668-5005 JUNCTION BOX, SPECIAL DESIGN #1 EA 668-5005A JUNCTION BOX, SPECIAL DESIGN #2 EA 668-5005B JUNCTION BOX, SPECIAL DESIGN #3 EA 668-7015 DRAIN INLET, 15 IN. BOX TYPE EA 700-0200 GRASSING (3 ACRES) LS ROADWAY SUB-TOTAL 230-1000 LUMP SUM CONSTRUCTION LS 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 660-0006 SANITARY SEWER PIPE, 6", PVC LF 660-0008 SANITARY SEWER PIPE, 8", PVC LF 668-3300 SANITARY SEWER MANHOLE, TP1 EA 668-3311 SANITARY SEWER MANHOLE, TP1, ADDITIONAL DEPTH, CL1, OVER 6' LF 670-1020 WATER MAIN, 2" LF 670-1100 WATER MAIN, 10" LF 670-2100 GATE VALVE, 10" EA Attachment number 3 Page 18 of 19 Item # 9 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 670-9710 RELOCATE EXISTING FIRE HYDRANT EA 670-9720 RELOCATE EXISTING WATER VALVE, INCLUDING BOX EA 670-9730 RELOCATE EXISTING METER VALVE, INCLUDING BOX EA 670-9800 ADJUST EXISTING WATER METER, INCLUDING BOX EA 670-9906 ADJUST EXISTING WATER LINE, 6" (HORIZONTAL AND/OR VERTICAL) LF 670-9908 ADJUST EXISTING WATER LINE, 8" (HORIZONTAL AND/OR VERTICAL) LF 670-9910 ADJUST EXISTING WATER LINE, 10" (HORIZONTAL AND/OR VERTICAL) LF UTILITY WORK SUBTOTAL PROJECT COST $ - Attachment number 3 Page 19 of 19 Item # 9 Invitation To Bid Sealed bids will be received at this office until 11:00 a.m., Friday, October 16, 2009 for furnishing: Bid Item #09-160 Resurfacing Various Roads –Urban for Engineering Department Bid Item #09-161 Resurfacing Various Roads – Suburban for Engineering Department Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams Procurement Department 530 Greene Street - Room 605 Augusta, Georgia 30901 706-821-2422 Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street – Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all prime, subcontractors and suppliers exclusively from Imaging Technology. The fees for the plans and specifications which are non-refundable is $25.00 Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262 Merry Street, Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street, Augusta, GA 30901. It is the wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the opportunity to view plans online (www.itrepro.com) at no charge through Imaging Technology (706 724-7924) beginning Thursday, September 3, 2009. Bidders are cautioned that submitting a package without Procurement of a complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with other work that is material to the successful completion of the project. Bidders are cautioned that sequestration of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. A Mandatory Pre-Bid Conference will be held on Friday, September 25, 2009 @ 2:00 p.m. in the Procurement Department – Room 605. All questions must be submitted in writing to the office of the Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered. All questions are to be submitted in writing by Tuesday, September 29, 2009 by 3:00 p.m. No Bid may be withdrawn for a period of 60 days after time has been called on the date of opening. A 10% Bid bond is required to be submitted in a separate envelope so marked along with the bidders’ qualifications; a 100% performance bond and a 100% payment bond will be required for award. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the envelope. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle September 3, 10, 17, 24, 2009 Metro Courier September 9, 2009 cc: Tameka Allen Interim Deputy Administrator Abie Ladson Engineering Department Hameed Malik Engineering Department Attachment number 4 Page 1 of 1 Item # 9 Ve n d o r s : Be a m s ' C o n t r a c t i n g 23 3 5 A t o m i c R o a d Be e c h I s l a n d , S C 2 9 8 4 2 Ma b u s B r o t h e r s 92 0 M o l l y P o n d R d Au g u s t a , G A 3 0 9 0 1 Re e v e s C o n s t r u c t i o n P. O . B o x 1 1 2 9 Au g u s t a , G A 3 0 9 0 3 Tr a n C o n s t r u c t i o n 38 5 5 R e d O a k C o u r t Ma r t i n e z , G A 3 0 9 0 7 Bi d F o r m YE S Y E S Y E S Y E S St a t e m e n t o f N o n - Di s c r i m i n a t i o n YE S Y E S Y E S Y E S Co n f l i c t o f I n t e r e s t YE S Y E S Y E S Y E S Co n t r a c t o r A f f i d a v i t & Ag r e e m e n t YE S Y E S Y E S Y E S Su b c o n t r a c t o r A f f i d a v i t & A g r e e m e n t YE S Y E S Y E S Y E S No n - C o l l u s i o n A f f i d a v i t of B i d d e r YE S Y E S Y E S Y E S No n - C o l l u s i o n A f f i d a v i t Su b c o n t r a c t o r YE S Y E S Y E S Y E S Lo c a l S m a l l B u s i n e s s Go o d F a i t h E f f o r t s YE S Y E S Y E S Y E S Lo c a l S m a l l B u s i n e s s Su b c o n t r a c t o r / S u p p l i e r Ut i l i z a t i o n P l a n YE S Y E S Y E S Y E S Ad d e n d u m YE S Y E S Y E S Y E S Bi d B o n d YE S Y E S Y E S Y E S Lu m p S u m P r i c i n g $2 , 7 2 4 , 6 8 7 . 8 6 $ 2 , 4 4 7 , 9 7 5 . 0 8 $ 2 , 7 6 0 , 9 3 7 . 0 0 $ 2 , 9 3 7 , 0 8 7 . 0 0 Bi d I t e m # 0 9 - 1 6 0 Re s u r f a c i n g V a r i o u s R o a d s - U r b a n Fo r t h e C i t y o f A u g u s t a - E n g i n e e r i n g D e p a r t m e n t Bi d O p e n i n g D a t e : F r i d a y , O c t o b e r 1 6 , 2 0 0 9 a t 1 1 : 0 0 a . m . Pa g e 1 o f 1 Attachment number 5 Page 1 of 1 Item # 9 Attachment number 6 Page 1 of 2 Item # 9 Attachment number 6 Page 2 of 2 Item # 9 Attachment number 7 Page 1 of 2 Item # 9 Attachment number 7 Page 2 of 2 Item # 9 Attachment number 8 Page 1 of 1 Item # 9 Engineering Services Committee Meeting 2/8/2010 12:35 PM Resurfacing Various Roads - Suburban (Bid Item – 09-161)- Contract Award Department:Abie L. Ladson, PE, CPESC, Director of Engineering Caption:Approve award of Construction Contract to Mabus Brothers Construction and Capital Project Budget in the amount of $2,476,552.62 for the Paving Various Roads Project (Suburban), subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase IV Resurfacing as requested by AED. Background:The Public Services and Engineering Departments have a criterion for ranking and prioritizing roads and streets that require resurfacing. Based on the established criteria, the Public Services and Engineering Departments submitted a list of roads for resurfacing suburban streets. The list was approved by the Augusta-Richmond County Commission on August 04, 2009. The approved streets are Windsor Spring Rd. (Willis Foreman Rd. to SR 88), Windsor Spring Rd. (Tobacco Rd. to Willis Foreman Rd.), Woodbine Road (Washington Rd. to Lakemont Dr.), Ruby Drive (Wells Drive to Richmond Hills Rd.), Toms Drive/Breeze Hill Drive (Glenn Hills Drive to Glen Hills Drive), and Lover’s Lane (Columbia Nitrogen Rd. to I- 520). Analysis:Bids were received on October 16, 2009 with Mabus Brothers Construction Co., Inc. being the low bidder. The bid results are as follows: CONTRACTORS BID 1. Mabus Brothers Construction Co., Inc. $2,476,552.62 2. Reeves Construction Co., Inc. $2,735,782.44 3. Beam’s Contracting, Inc. $2,775,939.42 4. Tran Construction, Inc. $3,187,856.85 The Engineering Department is bringing attention to both the Engineering Committee and the Commission that there have been contract compliance issues with Mabus Brothers Construction Co., Inc. on past and current projects (Windsor Spring Road Improvements, Lover’s Lane Evacuation Route, and Morgan Road Improvements). It is the Engineering Department recommendation to award this contract to the low bidder, Mabus Brothers Construction Co., Inc. with the understanding that if noncompliance issues are encountered on this project, the Engineering Department can and will exercise the right per the contract to dismiss Mabus Brothers Construction Co., Inc. from this project, and award the remainder of the project to the next lowest compliant bidder. Examples of Mabus Brothers Construction Co., Inc. non-compliant issues are also attached on current and previous projects. Financial Impact:Funds are available in the SPLOST Phase IV Resurfacing (324-041110- 201824044)budget, to be transferred to the Resurfacing Various Roads – Suburban construction account upon Commission approval. Cover Memo Item # 10 Alternatives:1) Approve Award of Construction Contract to Mabus Brothers Construction and Capital Project Budget in the amount of $2,476,552.62 for the Paving Various Roads Project (Suburban), subject to receipt of signed contracts and proper bonds. Funding is available in SPLOST Phase IV Resurfacing as requested by AED. 2) Approve award of construction contract to the next compliant low bidder, Reeves Construction Co., Inc. in the amount of $2,735,782.44 for the Paving Various Roads (Suburban) Project, subject to receipt of signed contracts and proper bonds. The award to the next lowest bidder is in reference to contract compliance issues with Mabus Brothers Construction Co., Inc. on past and current projects. Those projects include Windsor Spring Road Improvements, Lover’s Lane Evacuation Route, and Morgan Road Improvements (see non-compliance issues). Recommendation:Approve Alternative Number One with the understanding that if noncompliance issues are encountered on this project, the Engineering Department can and will exercise the right per the contract to dismiss Mabus Brothers Construction Co., Inc. from this project. Funds are Available in the Following Accounts: 324-041110-6011110/201824044-6011110 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 10 Attachment number 1 Page 1 of 14 Item # 10 Attachment number 1 Page 2 of 14 Item # 10 Attachment number 1 Page 3 of 14 Item # 10 Attachment number 1 Page 4 of 14 Item # 10 Attachment number 1 Page 5 of 14 Item # 10 Attachment number 1 Page 6 of 14 Item # 10 Attachment number 1 Page 7 of 14 Item # 10 Attachment number 1 Page 8 of 14 Item # 10 Attachment number 1 Page 9 of 14 Item # 10 Attachment number 1 Page 10 of 14 Item # 10 Attachment number 1 Page 11 of 14 Item # 10 Attachment number 1 Page 12 of 14 Item # 10 Attachment number 1 Page 13 of 14 Item # 10 Attachment number 1 Page 14 of 14 Item # 10 Augusta-Richmond County, Georgia BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that the following Capital Project Budget is hereby adopted: Section 1: This project is authorized to CPB # 324-041110-000000000. Funding is needed for resurfacing Various Roads (Surburban) Project. Funds in the amount of $2,476,600.00 are available in SPLOST Phase IV Resurfacing Account. Section 2: The following revenues are anticipated to be available to the Consolidated Government to complete the project. Special 1% Sales Tax, Phase IV Resurfacing 2,476,600$ 2,476,600$ Section 3: The following amounts are appropriated for the project: By Basin By District Varies $2,476,600 2,476,600$ Section 4: Copies of this Capital Project Budget shall be made available to the Comptroller for direction in carrying out this project. Adopted this ____________________ day of ______________________. Approved _________________________________________________ Original-Commission Council Office Copy-Engineering Department Copy-Finance Department Copy-Procurement Department Honorable Deke Copenhaver, Mayor CAPITAL PROJECT BUDGET RESURFACING VARIOUS ROADS -SURBURBAN CPB#324-041110-000000000 1 of 2 01/22/2010 Attachment number 2 Page 1 of 2 Item # 10 Augusta-Richmond County, Georgia CAPITAL PROJECT BUDGET RESURFACING VARIOUS ROADS -SURBURBAN CPB#324-041110-000000000 CPB AMOUNT CPB NEW SOURCE OF FUNDS CPB CHANGE CPB SALES TAX, PHASE IV RESURFACING 324-04-1110-201824044 $2,476,600 $0 $0 TOTAL SOURCES: $2,476,600 $0 $0 USE OF FUNDS ROADS 324-04-1110-5414110-000000000 $2,476,600 $0 $0 TOTAL USES: $2,476,600 $0 $0 2 of 2 01/22/2010 Attachment number 2 Page 2 of 2 Item # 10 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 150-1000 TRAFFIC CONTROL LS 1 150-XXXX RAILROAD FLAGGER LS 1 163-2051 CONSTRUCT, MAINTAIN, AND REMOVE BALED STRAW EROSION CHECK LF 100 171-0010 TEMPORARY SILT FENCE (TYPE "A") LF 3030 228-1000 GRADING MODIFIED, INCL. HAUL MI 0.16 230-1000 LUMP SUM CONSTRUCTION LS 1 310-1101 GR AGGR BASE CRS, INCL MATL TN 900 318-3000 AGGREGATE SURFACE COURSE TN 100 402-1812 ASPH CONC LEVELING, INCL BITUM MATL & H LIME TN 200 402-3121 RECYCLED ASPH CONC 25 MM SUPERPAVE, GP1 OR GP 2 ONLY, INCL BITUM MATL/ H LIME TN 625 402-3130 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL/ H LIME TN 425 413-1000 BITUM TACK COAT GAL 300 441-0016 DRIVEWAY CONCRETE, 6 IN THICK SY 300 441-0104 CONC SIDEWALK, 4 IN SY 800 441-4020 CONC VALLEY GUTTER, 6 IN SY 240 441-6022 CONC CURB & GUTTER, 6 IN X 30 IN, TP2 LF 2750 500-3200 CLASS "B" CONCRETE CY 30 500-3200 CLASS "B" CONCRETE (MISCELLANEOUS)CY 10 550-1080 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 200 550-1120 STORM DRAIN PIPE, 12 IN, H= 1-10 LF 200 550-1150 STORM DRAIN PIPE, 15 IN, H= 1-10 LF 200 550-1180 STORM DRAIN PIPE, 8 IN, H= 1-10 LF 1000 610-0200 REM CH LK FENCE, ALL SIZES & TYPES LF 743 P-9 Attachment number 3 Page 1 of 19 Item # 10 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 610-0220 REM WOOD FENCE LF 565 611-4001 RECONSTRUCT MINOR DRAINAGE STRUCTUREEA 1 611-5029 RESET CH LK FENCE, ALL SIZES & TYPESLF 743 611-5030 RESET WOOD FENCE LF 585 611-8050 ADJUST MANHOLE TO GRADE EA 3 611-8055 ADJUST MINOR STRUCTURE TO GRADE EA 3 611-8120 ADJUST WATER METER TO GRADE EA 1 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 3 611-9000 CAPPING MINOR STRUCTURE EA 1 636-1020 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 3 SF 14 636-1031 HIGHWAY SIGNS, TP1 MATL., REFL SHEETING, TP 6 SF 53 636-1032 HIGHWAY SIGNS, TP2 MATL., REFL SHEETING, TP6 SF 9 636-2010 GALV STEEL POSTS, TP1 LF 200 653-0100 THERMOPLASTIC PVMT MARKING, RR/HWY CROSSING SIGNAL EA 2 653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP2 EA 4 653-1501 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE LF 140 653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW LF 2400 653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN, WHITE LF 200 653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN, WHITE LF 250 654-1001 RAISED PAVEMENT MARKERS, TP1 EA 40 654-1003 RAISED PAVEMENT MARKERS, TP3 EA 4 668-1100 CATCH BASIN, GP1 LF 5 666-1110 CATCH BASIN, GP1, ADDL DEPTH LF 1 P-9 Attachment number 3 Page 2 of 19 Item # 10 WINDSOR SPRING ROAD EXTENSION UNIT ITEM NO.DESCRIPTION UNIT QTY PRICE AMOUNT 668-2200 DROP INLET, GP2 EA 1 668-2210 DROP INLET, GP2, ADDL DEPTH LF 7 668-4300 STORM SEWER MANHOLE, TP1 EA 2 668-7015 DRAIN INLET, 15 IN EA 11 670-1061 WATER MAIN, OFFSET, 6" COMPLETE EA 680 670-1161 WATER MAIN, OFFSET, 16" COMPLETE EA 120 670-1181 WATER MAIN, OFFSET, 18" COMPLETE EA 300 670-9710 RELOCATE EXIST FIRE HYDRANT EA 2 670-9720 RELOCATE EXIST WATER VALVE, INCL BOXEA 2 700-5000 GRASSING, COMPLETE (1.5 AC.) LS 1 PROJECT COST P-9 Attachment number 3 Page 3 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 1 1 0 , 0 0 0 . 0 0 $1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 00 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 $ 1 1 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $ 6 , 4 5 4 . 7 3 $ 6 , 4 5 4 . 7 3 $ 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 6 0 0 . 0 0 $ 6 0 0 . 0 0 $ 4 77 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $ 3 1 , 4 1 1 . 8 0 $ 3 1 , 4 1 1 . 8 0 $ 4 7, 9 3 0 . 0 0 $ 4 7 , 9 3 0 . 0 0 $ 1 7 , 0 0 0 . 00 $ 1 7 , 0 0 0 . 0 0 $ 3 9 , 2 2 0 . 0 0 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 6 7 , 1 6 2 . 0 0 $3 . 5 0 $2 3 5 , 0 6 7 . 0 0 $ 1 . 7 5 $ 1 1 7 , 5 3 3 . 5 0 $ 1 . 3 5 $ 9 0 , 6 6 8 . 7 0 $ 2 . 1 5 $ 1 4 4 , 3 9 8 . 3 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 3 , 7 0 0 . 0 0 $7 0 . 0 0 $2 5 9 , 0 0 0 . 0 0 $ 6 9 . 5 6 $ 2 5 7 , 3 7 2 . 0 0 $ 6 2 . 2 0 $ 2 3 0 , 1 4 0 . 0 0 $ 6 8 . 8 5 $ 2 5 4 , 7 4 5 . 0 0 $ 6 7 .8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 7 , 4 0 0 . 0 0 $7 0 . 0 0 $5 1 8 , 0 0 0 . 0 0 $ 7 2 . 6 6 $ 5 3 7 , 6 8 4 . 0 0 $ 6 2 . 2 0 $ 4 6 0 , 2 8 0 . 0 0 $ 6 9 . 2 5 $ 5 1 2 , 4 5 0 . 0 0 $ 7 1 .0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GL 1 8 , 1 3 3 . 7 4 $2 . 0 0 $3 6 , 2 6 7 . 4 8 $ 4 . 2 0 $ 7 6 , 1 6 1 . 7 1 $ 2 . 0 6 $ 3 7 , 3 5 5 . 5 0 $ 3 . 0 0 $ 5 4 , 4 0 1 . 2 2 $ 3 . 7 1 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 5 0 , 5 0 0 . 0 0 $0 . 8 5 $4 2 , 9 2 5 . 0 0 $ 0 . 2 5 $ 1 2 , 6 2 5 . 0 0 $ 0 . 2 5 $ 1 2 , 6 2 5 . 0 0 $ 0 . 2 7 $ 1 3 , 6 3 5 . 0 0 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 5 0 , 5 0 0 . 0 0 $0 . 8 5 $4 2 , 9 2 5 . 0 0 $ 0 . 2 4 $ 1 2 , 1 2 0 . 0 0 $ 0 . 2 4 $ 1 2 , 1 2 0 . 0 0 $ 0 . 2 6 $ 1 3 , 1 3 0 . 0 0 $ 1 . 0 1 $1 , 2 8 9 , 1 8 4 . 4 8 $1 , 1 6 1 , 3 6 2 . 7 4 $ 1 , 0 0 6 , 1 1 9 . 2 0 $ 1 , 1 2 0 ,3 5 9 . 5 2 WI N D S O R S P R I N G R O A D ( W I L L I S F O R E M A N R D . T O S R 8 8 ) RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 4 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 4 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 7 0 , 0 0 0 . 0 0 $7 0 , 0 0 0 . 0 0 $ 7 0 , 0 0 0 . 0 0 $ 7 0 , 0 0 0 . 0 0 $ 7 0, 0 0 0 . 0 0 $ 7 0 , 0 0 0 . 0 0 $ 7 0 , 0 0 0 . 00 $ 7 0 , 0 0 0 . 0 0 $ 7 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $ 5 , 1 6 3 . 8 0 $ 5 , 1 6 3 . 8 0 $ 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 6 0 0 . 0 0 $ 6 0 0 . 0 0 $ 4 77 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $3 0 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $ 1 9 , 5 3 8 . 3 0 $ 1 9 , 5 3 8 . 3 0 $ 4 9, 4 7 7 . 0 0 $ 4 9 , 4 7 7 . 0 0 $ 1 3 , 8 8 0 . 00 $ 1 3 , 8 8 0 . 0 0 $ 2 9 , 6 8 0 . 0 0 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 3 8 , 0 0 0 . 0 0 $3 . 5 0 $1 3 3 , 0 0 0 . 0 0 $ 1 . 8 0 $ 6 8 , 4 0 0 . 0 0 $ 1 . 3 5 $ 5 1 , 3 0 0 . 0 0 $ 2 . 4 0 $ 9 1 , 2 0 0 . 0 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 2 , 1 0 0 . 0 0 $7 0 . 0 0 $1 4 7 , 0 0 0 . 0 0 $ 7 0 . 6 4 $ 1 4 8 , 3 4 4 . 0 0 $ 6 2 . 2 0 $ 1 3 0 , 6 2 0 . 0 0 $ 6 9 . 4 5 $ 1 4 5 , 8 4 5 . 0 0 $ 6 7 .8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 4 , 2 0 0 . 0 0 $7 0 . 0 0 $2 9 4 , 0 0 0 . 0 0 $ 7 2 . 6 6 $ 3 0 5 , 1 7 2 . 0 0 $ 6 2 . 2 0 $ 2 6 1 , 2 4 0 . 0 0 $ 6 9 . 7 5 $ 2 9 2 , 9 5 0 . 0 0 $ 7 1 .0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GL 1 0 , 2 6 0 . 0 0 $2 . 0 0 $2 0 , 5 2 0 . 0 0 $ 4 . 2 0 $ 4 3 , 0 9 2 . 0 0 $ 2 . 0 6 $ 2 1 , 1 3 5 . 6 0 $ 3 . 0 0 $ 3 0 , 7 8 0 . 0 0 $ 3 . 7 1 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 2 8 , 5 1 2 . 0 0 $0 . 8 5 $2 4 , 2 3 5 . 2 0 $ 0 . 2 5 $ 7 , 1 2 8 . 0 0 $ 0 . 2 5 $ 7 , 1 2 8 . 0 0 $ 0 . 2 7 $ 7 , 6 9 8 . 2 4 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 2 8 , 5 1 2 . 0 0 $0 . 8 5 $2 4 , 2 3 5 . 2 0 $ 0 . 2 4 $ 6 , 8 4 2 . 8 8 $ 0 . 2 4 $ 6 , 8 4 2 . 8 8 $ 0 . 2 6 $ 7 , 4 1 3 . 1 2 $ 1 . 0 1 $ 7 6 2 , 9 9 0 . 4 0 $ 6 7 3 , 6 8 0 . 9 8 $ 6 0 2 , 7 4 3 . 4 8 $ 6 6 0 , 3 6 6 . 3 6 WI N D S O R S P R I N G R O A D ( W I L L I S F O R E M A N R D . T O T O B A C C O R D . ) 5 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 5 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0, 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 00 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 6 , 4 5 4 . 7 5 $ 6 , 4 5 4 . 7 5 $ 1 , 7 8 5 . 0 0 $ 1 , 7 8 5 . 0 0 $ 2 ,0 3 0 . 0 0 $ 2 , 0 3 0 . 0 0 $ 4 7 7 . 00 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $ 1 0 , 0 0 0 . 0 0 $ 1 0 , 0 0 0 . 0 0 $ 7 , 4 0 3 . 4 0 $ 7 , 4 0 3 . 4 0 $ 2 5 , 9 4 9 . 0 0 $ 2 5 , 9 4 9 . 0 0 $ 1 9 , 2 0 0. 0 0 $ 1 9 , 2 0 0 . 0 0 $ 1 5 , 9 0 0 . 0 0 31 0 - 5 1 2 0 Gr a d e d A g g r e g a t e B a s e C o a r s e , 1 2 i n , I n c l . M a t l . SY 4 , 0 1 3 . 0 0 $ 2 1 . 0 0 $ 8 4 , 2 7 3 . 0 0 $ 1 3 . 0 5 $ 5 2 , 3 6 9 . 6 5 $ 1 9 . 2 4 $ 7 7 , 2 1 0 . 1 2 $ 1 9 . 0 0 $ 7 6 , 2 4 7 . 0 0 $ 2 9 . 6 8 45 7 - 1 0 1 5 Ge o g r i d R e i n f o r c e m e n t , T P C SY 4 , 0 1 3 . 0 0 $ 1 4 . 0 0 $ 5 6 , 1 8 2 . 0 0 $ 2 . 1 0 $ 8 , 4 2 7 . 3 0 $ 6 . 5 0 $ 2 6 , 0 8 4 . 5 0 $ 4 . 7 0 $ 1 8 , 8 6 1 . 1 0 $ 3 . 4 5 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 8 , 0 2 6 . 0 0 $ 3 . 5 0 $ 2 8 , 0 9 1 . 0 0 2 $ 1 6 , 0 5 2 . 0 0 $ 1 . 3 5 $ 1 0 , 8 3 5 . 1 0 $ 1 . 8 5 $ 1 4 , 8 4 8 . 1 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 4 4 2 $ 7 0 . 0 0 $ 3 0 , 9 4 0 . 0 0 $ 7 0 . 6 4 $ 3 1 , 2 2 2 . 8 8 $ 6 2 . 2 0 $ 2 7 , 4 9 2 . 4 0 $ 7 7 . 5 5 $ 3 4 , 2 7 7 . 1 0 $ 6 7 . 8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 8 8 3 $ 7 0 . 0 0 $ 6 1 , 8 1 0 . 0 0 $ 7 2 . 6 6 $ 6 4 , 1 5 8 . 7 8 $ 6 2 . 2 0 $ 5 4 , 9 2 2 . 6 0 $ 7 5 . 8 0 $ 6 6 , 9 3 1 . 4 0 $ 7 1 . 0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GA L 2 , 1 6 8 . 0 0 $ 2 . 0 0 $ 4 , 3 3 6 . 0 0 $ 4 . 2 0 $ 9 , 1 0 5 . 6 0 $ 2 . 0 6 $ 4 , 4 6 6 . 0 8 $ 3 . 0 0 $ 6 , 5 0 4 . 0 0 $ 3 . 7 1 44 1 - 7 0 1 1 Cu r b C u t W h e e l c h a i r R a m p , T y p e A EA 2 $ 3 0 0 . 0 0 $ 6 0 0 . 0 0 $ 1 , 1 4 0 . 0 0 $ 2 , 2 8 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 $ 9 5 0 . 0 0 $ 1 , 9 0 0 . 0 0 $ 9 4 8 .7 0 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 6 , 0 4 0 . 0 0 $ 0 . 8 5 $ 5 , 1 3 4 . 0 0 $ 0 . 2 5 $ 1 , 5 1 0 . 0 0 $ 0 . 2 5 $ 1 , 5 1 0 . 0 0 $ 0 . 2 7 $ 1 , 6 3 0 . 8 0 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 6 , 0 4 0 . 0 0 $ 0 . 8 5 5 1 3 4 $ 0 . 2 4 $ 1 , 4 4 9 . 6 0 $ 0 . 2 4 $ 1 , 4 4 9 . 6 0 $ 0 . 2 6 $ 1 , 5 7 0 . 4 0 $ 1 . 0 1 $3 4 6 , 5 0 0 . 0 0 $ 2 3 0 , 4 3 3 . 9 6 $ 2 6 4 , 7 0 4 . 4 0 $ 2 7 3 , 9 9 9 . 9 0 WO O D B I N E R O A D ( W A S H I N G T O N R D . T O L A K E M O N T D R . ) 6 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 6 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 1 6 , 0 0 0 . 0 0 $1 6 , 0 0 0 . 0 0 $ 1 6 , 0 0 0 . 0 0 $ 1 6 , 0 0 0 . 0 0 $ 1 6, 0 0 0 . 0 0 $ 1 6 , 0 0 0 . 0 0 $ 1 6 , 0 0 0 . 00 $ 1 6 , 0 0 0 . 0 0 $ 1 6 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $ 6 , 4 5 4 . 7 5 $ 6 , 4 5 4 . 7 5 $ 1 , 7 8 5 . 0 0 $ 1 , 7 8 5 . 0 0 $ 1 ,8 0 0 . 0 0 $ 1 , 8 0 0 . 0 0 $ 4 7 7 . 00 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $8 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $ 7 , 5 6 3 . 2 5 $ 7 , 5 6 3 . 2 5 $ 1 5 , 9 9 5 . 0 0 $ 1 5 , 9 9 5 . 0 0 $ 7 , 1 00 . 0 0 $ 7 , 1 0 0 . 0 0 $ 1 7 , 4 9 0 . 0 0 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 8 , 5 0 0 . 0 0 $3 . 5 0 $2 9 , 7 5 0 . 0 0 $ 2 . 4 6 $ 2 0 , 9 1 0 . 0 0 $ 1 . 3 5 $ 1 1 , 4 7 5 . 0 0 $ 2 . 2 0 $ 1 8 , 7 0 0 . 0 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 4 6 5 $7 0 . 0 0 $3 2 , 5 5 0 . 0 0 $ 7 0 . 6 4 $ 3 2 , 8 4 7 . 6 0 $ 6 2 . 2 0 $ 2 8 , 9 2 3 . 0 0 $ 7 3 . 1 5 $ 3 4 , 0 1 4 . 7 5 $ 6 7 . 8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 9 3 0 $7 0 . 0 0 $6 5 , 1 0 0 . 0 0 $ 7 2 . 6 6 $ 6 7 , 5 7 3 . 8 0 $ 6 2 . 2 0 $ 5 7 , 8 4 6 . 0 0 $ 7 7 . 7 5 $ 7 2 , 3 0 7 . 5 0 $ 7 1 . 0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GA L 2 , 2 9 5 . 0 0 $2 . 0 0 $4 , 5 9 0 . 0 0 $ 4 . 2 0 $ 9 , 6 3 9 . 0 0 $ 2 . 0 6 $ 4 , 7 2 7 . 7 0 $ 3 . 0 0 $ 6 , 8 8 5 . 0 0 $ 3 . 7 1 44 1 - 7 0 1 1 Cu r b C u t W h e e l c h a i r R a m p , T y p e A EA 1 4 $3 0 0 . 0 0 $4 , 2 0 0 . 0 0 $ 1 , 1 4 0 . 0 0 $ 1 5 , 9 6 0 . 0 0 $ 1 , 5 0 0 . 0 0 $ 2 1 , 0 0 0 . 0 0 $ 95 0 . 0 0 $ 1 3 , 3 0 0 . 0 0 $ 9 4 8 . 7 0 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 6 , 3 3 6 . 0 0 $0 . 8 5 $5 , 3 8 5 . 6 0 $ 0 . 2 5 $ 1 , 5 8 4 . 0 0 $ 0 . 2 5 $ 1 , 5 8 4 . 0 0 $ 0 . 2 7 $ 1 , 7 1 0 . 7 2 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 6 , 3 3 6 . 0 0 $0 . 8 5 $5 , 3 8 5 . 6 0 $ 0 . 2 4 $ 1 , 5 2 0 . 6 4 $ 0 . 2 4 $ 1 , 5 2 0 . 6 4 $ 0 . 2 6 $ 1 , 6 4 7 . 3 6 $ 1 . 0 1 $1 9 0 , 9 6 1 . 2 0 $ 1 8 0 , 0 5 3 . 0 4 $ 1 6 0 ,8 5 6 . 3 4 $ 1 7 3 , 4 6 5 . 3 3 RU B Y D R I V E ( W E L L S D R I V E T O R I C H M O N D H I L L S R O A D ) 7 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 7 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 00 1 - 1 0 0 0 F o r c e A c c o u n t LS 1 $ 2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5, 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 00 $ 2 5 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 5 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $ 3 , 8 7 2 . 8 5 $ 3 , 8 7 2 . 8 5 $ 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 2 4 0 . 0 0 $ 2 4 0 . 0 0 $ 4 77 . 0 0 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $3 , 0 0 0 . 0 0 $3 , 0 0 0 . 0 0 $ 9 , 9 0 1 . 4 5 $ 9 , 9 0 1 . 4 5 $ 6 , 6 7 5 . 0 0 $ 6 , 6 7 5 . 0 0 $ 8 ,9 0 0 . 0 0 $ 8 , 9 0 0 . 0 0 $ 2 6 , 5 0 0 . 0 0 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 1 4 3 0 0 $3 . 5 0 $5 0 , 0 5 0 . 0 0 $ 1 . 9 0 $ 2 7 , 1 7 0 . 0 0 $ 1 . 3 5 $ 1 9 , 3 0 5 . 0 0 $ 2 . 0 0 $ 2 8 , 6 0 0 . 0 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 7 8 3 $7 0 . 0 0 $5 4 , 8 1 0 . 0 0 $ 7 0 . 6 4 $ 5 5 , 3 1 1 . 1 2 $ 6 2 . 2 0 $ 4 8 , 7 0 2 . 6 0 $ 7 0 . 1 0 $ 5 4 , 8 8 8 . 3 0 $ 6 7 . 8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 1 5 6 5 $7 0 . 0 0 $1 0 9 , 5 5 0 . 0 0 $ 7 2 . 6 6 $ 1 1 3 , 7 1 2 . 9 0 $ 6 2 . 2 0 $ 9 7 , 3 4 3 . 0 0 $ 6 9 . 6 5 $ 1 0 9 , 0 0 2 . 2 5 $ 7 1. 0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GL 3 8 6 1 $2 . 0 0 $7 , 7 2 2 . 0 0 $ 4 . 2 0 $ 1 6 , 2 1 6 . 2 0 $ 2 . 0 6 $ 7 , 9 5 3 . 6 6 $ 3 . 0 0 $ 1 1 , 5 8 3 . 0 0 $ 3 . 7 1 44 1 - 7 0 1 1 Cu r b C u t W h e e l c h a i r R a m p , T y p e A EA 0 $3 0 0 . 0 0 $0 . 0 0 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 1 0 6 6 6 $0 . 8 5 $9 , 0 6 6 . 1 0 $ 0 . 2 5 $ 2 , 6 6 6 . 5 0 $ 0 . 2 5 $ 2 , 6 6 6 . 5 0 $ 0 . 2 7 $ 2 , 8 7 9 . 8 2 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 1 0 6 6 6 $0 . 8 5 $9 , 0 6 6 . 1 0 $ 0 . 2 4 $ 2 , 5 5 9 . 8 4 $ 0 . 2 4 $ 2 , 5 5 9 . 8 4 $ 0 . 2 6 $ 2 , 7 7 3 . 1 6 $ 1 . 0 1 $2 7 3 , 2 6 4 . 2 0 $ 2 5 6 , 4 1 0 . 8 6 $ 2 1 5 ,2 0 5 . 6 0 $ 2 4 3 , 8 6 6 . 5 3 LO V E R ' S L A N E ( C O L U M B I A N I T R O G E N R O A D T O I - 5 2 0 ) 8 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 8 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X IT E M N O . DE S C R I P T I O N UN I T Q T Y UN I T P R I C E TO T A L U N I T P R I C E T O T A L U N I T P R I C E T O T A L UN I T P R I C E TO T A L UN I T P R I C E RE E V E S C O N S T R U C T I O N TR A N S C O N S T R U C T I O N BI D D E R ' S T A B U L A T I O N S EN G I N E E R I N G B E A M ' S C O N T R A C T I N G M A B U S B R O S 00 0 - 0 0 0 0 F o r c e A c c o u n t LS 1 $ 3 0 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0, 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 00 $ 3 0 , 0 0 0 . 0 0 $ 3 0 , 0 0 0 . 0 0 Ma n h o l e / S t r u c t u r e A d j u s t m e n t s LS 1 $ 2 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $ 5 , 1 6 3 . 8 0 $ 5 , 1 6 3 . 8 0 $ 2 , 1 2 5 . 0 0 $ 2 , 1 2 5 . 0 0 $ 1 ,9 0 0 . 0 0 $ 1 , 9 0 0 . 0 0 $ 4 7 7 . 00 15 0 - 1 0 0 0 Tr a f f i c C o n t r o l LS 1 $ 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 $ 9 , 5 8 5 . 0 0 $ 9 , 5 8 5 . 0 0 $ 1 1 , 5 8 3 . 0 0 $ 1 1 , 5 8 3 . 0 0 $ 1 2 , 0 0 0. 0 0 $ 1 2 , 0 0 0 . 0 0 $ 2 7 , 5 6 0 . 0 0 43 2 - 0 2 0 8 Mi l l i n g A s p h a l t C o n c r e t e P a v e m e n t , 2 i n SY 1 3 , 4 4 0 . 0 0 $ 3 . 5 0 $ 4 7 , 0 4 0 . 0 0 $ 2 . 3 6 $ 3 1 , 7 1 8 . 4 0 $ 1 . 3 5 $ 1 8 , 1 4 4 . 0 0 $ 2 . 2 5 $ 3 0 , 2 4 0 . 0 0 $ 3 . 2 1 40 2 - 1 8 1 2 Re c y c l e d A s p h a l t C o n c r e t e L e v e l i n g , I n c l . B i t u m . M a t l . & H L i m e TN 8 1 4 $ 7 0 . 0 0 $ 5 6 , 9 8 0 . 0 0 $ 7 0 . 6 4 $ 5 7 , 5 0 0 . 9 6 $ 6 2 . 2 0 $ 5 0 , 6 3 0 . 8 0 $ 6 8 . 5 0 $ 5 5 , 7 5 9 . 0 0 $ 6 7 . 8 4 40 2 - 3 1 1 0 Re c y c l e d A s p h a l t C o n c r e t e 9 . 5 M M S u p e r p a v e , G P 1 o r 2 , I n c l . B i t um . TN 1 , 6 2 8 . 0 0 $ 7 0 . 0 0 $ 1 1 3 , 9 6 0 . 0 0 $ 7 2 . 6 6 $ 1 1 8 , 2 9 0 . 4 8 $ 6 2 . 2 0 $ 1 0 1 , 2 6 1 . 6 0 $ 7 1 . 5 5 $ 1 1 6 , 4 8 3 . 4 0 $ 7 1 .0 2 41 3 - 1 0 0 0 Bi t u m T a c k C o a t GL 4 , 0 0 0 . 0 0 $ 2 . 0 0 $ 8 , 0 0 0 . 0 0 $ 4 . 2 0 $ 1 6 , 8 0 0 . 0 0 $ 2 . 0 6 $ 8 , 2 4 0 . 0 0 $ 3 . 0 0 $ 1 2 , 0 0 0 . 0 0 $ 3 . 7 1 65 3 - 2 5 0 1 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , W h i t e LF 1 0 , 0 8 0 . 0 0 $ 0 . 8 5 $ 8 , 5 6 8 . 0 0 $ 0 . 2 5 $ 2 , 5 2 0 . 0 0 $ 0 . 2 5 $ 2 , 5 2 0 . 0 0 $ 0 . 2 7 $ 2 , 7 2 1 . 6 0 $ 1 . 0 1 65 3 - 2 5 0 2 Th e r m o . S o l i d T r a f f i c S t r i p e , 5 i n , Y e l l o w LF 1 0 , 0 8 0 . 0 0 $ 0 . 8 5 $ 8 , 5 6 8 . 0 0 $ 0 . 2 4 $ 2 , 4 1 9 . 2 0 $ 0 . 2 4 $ 2 , 4 1 9 . 2 0 $ 0 . 2 6 $ 2 , 6 2 0 . 8 0 $ 1 . 0 1 $2 9 8 , 1 1 6 . 0 0 $ 2 7 3 , 9 9 7 . 8 4 $ 2 2 6 , 9 2 3 . 6 0 $ 2 6 3 , 7 2 4 . 8 0 B E A M S $ 2 , 7 7 5 , 9 3 9 . 4 2 M A B U S $ 2 , 4 7 6 , 5 5 2 . 6 2 R E E V E S $ 2 , 7 3 5 , 7 8 2 . 4 4 T R A N S TO M S D R I V E / B R E E Z E H I L L D R I V E T O T A L B I D D E D : 9 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 9 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L $ 1 1 0 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 3 9 , 2 2 0 . 0 0 $ 2 1 5 , 5 9 0 . 0 2 $ 2 5 1 , 0 0 8 . 0 0 $ 5 2 5 , 5 4 8 . 0 0 $ 6 7 , 2 7 6 . 1 8 $ 5 1 , 0 0 5 . 0 0 $ 5 1 , 0 0 5 . 0 0 $ 1 , 3 1 1 , 1 2 9 . 2 0 TR A N S C O N S T R U C T I O N 10 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 10 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L TR A N S C O N S T R U C T I O N $ 7 0 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 2 9 , 6 8 0 . 0 0 $ 1 2 1 , 9 8 0 . 0 0 $ 1 4 2 , 4 6 4 . 0 0 $ 2 9 8 , 2 8 4 . 0 0 $ 3 8 , 0 6 4 . 6 0 $ 2 8 , 7 9 7 . 1 2 $ 2 8 , 7 9 7 . 1 2 $ 7 5 8 , 5 4 3 . 8 4 11 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 11 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L TR A N S C O N S T R U C T I O N $ 3 0 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 1 5 , 9 0 0 . 0 0 $ 1 1 9 , 1 0 5 . 8 4 $ 1 3 , 8 4 4 . 8 5 $ 2 5 , 7 6 3 . 4 6 $ 2 9 , 9 8 5 . 2 8 $ 6 2 , 7 1 0 . 6 6 $ 8 , 0 4 3 . 2 8 $ 1 , 8 9 7 . 4 0 $ 6 , 1 0 0 . 4 0 $ 6 , 1 0 0 . 4 0 $ 3 1 9 , 9 2 8 . 5 7 12 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 12 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L TR A N S C O N S T R U C T I O N $ 1 6 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 1 7 , 4 9 0 . 0 0 $ 2 7 , 2 8 5 . 0 0 $ 3 1 , 5 4 5 . 6 0 $ 6 6 , 0 4 8 . 6 0 $ 8 , 5 1 4 . 4 5 $ 1 3 , 2 8 1 . 8 0 $ 6 , 3 9 9 . 3 6 $ 6 , 3 9 9 . 3 6 $ 1 9 3 , 4 4 1 . 1 7 13 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 13 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L TR A N S C O N S T R U C T I O N $ 2 5 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 2 6 , 5 0 0 . 0 0 $ 4 5 , 9 0 3 . 0 0 $ 5 3 , 1 1 8 . 7 2 $ 1 1 1 , 1 4 6 . 3 0 $ 1 4 , 3 2 4 . 3 1 $ 1 0 , 7 7 2 . 6 6 $ 1 0 , 7 7 2 . 6 6 $ 2 9 8 , 0 1 4 . 6 5 14 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 14 of 19 Item # 10 BI D R E S U L T S S U M M A R Y RE S U R F A C I N G C O U N T Y R O A D S ( S U B U R B A N ) PR O J E C T N U M B E R : X X X - X X - X X X X TO T A L TR A N S C O N S T R U C T I O N $ 3 0 , 0 0 0 . 0 0 $ 4 7 7 . 0 0 $ 2 7 , 5 6 0 . 0 0 $ 4 3 , 1 4 2 . 4 0 $ 5 5 , 2 2 1 . 7 6 $ 1 1 5 , 6 2 0 . 5 6 $ 1 4 , 8 4 0 . 0 0 $ 1 0 , 1 8 0 . 8 0 $ 1 0 , 1 8 0 . 8 0 $ 3 0 7 , 2 2 3 . 3 2 $ 3 , 1 8 8 , 2 8 0 . 7 5 15 o f 1 9 Re v : 2 / 4 / 2 0 1 0 Attachment number 3 Page 15 of 19 Item # 10 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL 150-XXXX OFF DUTY POLICE OFFICER HR 150-1000 TRAFFIC CONTROL LS 171-0010 TEMPORARY SILT FENCE, TP A LF 171-0030 TEMPORARY SILT FENCE, TP C LF 207-0203 FOUNDATION, BACKFILL MATERIAL, TP2 CY 210-0200 GRADING MODIFIED INCLUDING HAULING LM 230-1000 LUMP SUM CONSTRUCTION LS 310-5060 GRADED AGGREGATE BASE COURSE, INCLUDING MATERIAL 6 IN. THICK TN 402-0111 RECYCLED ASPHALT CONCRETE 19 MM SUPERPAVE, GP 1 OR 2 TN 402-1812 RECYCLED ASPHALT CONCRETE LEVELING INCLUDING BITUMINOUS MATERIAL TN 402-3131 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE, GP2 ONLY INCLUDING BITUM MATERIAL & H LIME TN 402-3141 RECYCLED ASPHALT CONCRETE, 9.5 MM, SUPERPAVE GP2, ONLY TN 402-3250 RECYCLED ASPHALT CONCRETE, 25 MM, SUPERPAVE, GP1 OR GP2 INCLUDING BITUM MATERIAL & H LIME TN 413-1000 BITUM TACK COAT GAL *432-5010 MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH SY 441-0014 DRIVEWAY CONCRETE, 6 IN. SY 441-0016 DRIVEWAY CONCRETE, 6 IN. SY 441-0104 CONCRETE SIDEWALK, 4 IN. SY 441-0300 CONCRETE FLUME, TP A EA 441-5002 CONCRETE HEADER CURB, 6 IN. TP2 LF 441-6022 CONCRETE CURB & GUTTER, 6 IN. X 30 IN., TP2 LF 500-3201 CLASS B CONCRETE, RETAINING WALL LF 500-3800 CLASS A CONCRETE, INCLUDING REINFORCING STEEL CY BID TABULATIONS Engineer's List Attachment number 3 Page 16 of 19 Item # 10 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 500-9999 CLASS B CONCRETE, BASE OR PAVEMENT WIDENING CY 550-1150 STORM DRAIN PIPE, 15 IN., H 1-10 LF 550-1180 STORM DRAIN PIPE, 18 IN., H 1-10 LF 550-1240 STORM DRAIN PIPE, 24 IN., H1-10 LF 550-1300 STORM DRAIN PIPE, 30 IN., H 1-10 LF 550-1360 STORM DRAIN PIPE, 36 IN., H1-10 LF 550-1480 STORM DRAIN PIPE, 48 IN., H1-10 LF 550-1600 STORM DRAIN PIPE, 60 IN., H1-10 LF 550-2150 SIDE DRAIN PIPE, 15 IN., H 1-10 LF 550-4215 FLARED END SECTION 15 IN., STORM DRAIN EA 550-4218 FLARED END SECTION 18 IN., STORM DRAIN EA 603-2018 STONE DUMPED RIP-RAP, TP1, 18 IN. SY 603-2997 FILTER BLANKET SY 636-1014 HIGHWAY SIGN, TP1 MATERIAL REFLECTIVE SHEETING, TP1 SF 636-2010 GALVANIZED STEEL POSTS, TP1 LF *647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS **647-1000 TRAFFIC SIGNAL INSTALLATION NO. 2 LS 653-0120 THERMO PAVEMENT MARKING, ARROW TP2 EA 653-0130 THERMO PAVEMENT MARKING, ARROW TP3 EA 653-1501 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-1502 THERMO SOLID TRAFFIC STRIPE, 5 IN., YELLOW LF 653-1704 THERMO SOLID TRAFFIC STRIPE, 24 IN., WHITE LF 653-1804 THERMO SOLID TRAFFIC STRIPE, 5 IN., WHITE LF 653-3502 THERMO SKIP TRAFFIC STRIPE, 5 IN., YELLOW LF Attachment number 3 Page 17 of 19 Item # 10 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 668-1100 CATCH BASIN, GP1 EA 668-1200 CATCH BASIN, GP2 EA 668-1210 CATCH BASIN, GP2, ADDITIONAL DEPTH LF 668-2100 DROP INLET, GP1 EA 668-2200 DROP INLET, GP1 EA 668-4300 STORM SEWER MANHOLE, TP1 EA 668-4400 STORM SEWER MANHOLE, TP2 EA 668-4411 STORM SEWER MANHOLE, TP2, ADDITIONAL DEPTH, CL1 LF 668-5000 JUNCTION BOX EA 668-5005 JUNCTION BOX, SPECIAL DESIGN #1 EA 668-5005A JUNCTION BOX, SPECIAL DESIGN #2 EA 668-5005B JUNCTION BOX, SPECIAL DESIGN #3 EA 668-7015 DRAIN INLET, 15 IN. BOX TYPE EA 700-0200 GRASSING (3 ACRES) LS ROADWAY SUB-TOTAL 230-1000 LUMP SUM CONSTRUCTION LS 611-8140 ADJUST WATER VALVE BOX TO GRADE EA 660-0006 SANITARY SEWER PIPE, 6", PVC LF 660-0008 SANITARY SEWER PIPE, 8", PVC LF 668-3300 SANITARY SEWER MANHOLE, TP1 EA 668-3311 SANITARY SEWER MANHOLE, TP1, ADDITIONAL DEPTH, CL1, OVER 6' LF 670-1020 WATER MAIN, 2" LF 670-1100 WATER MAIN, 10" LF 670-2100 GATE VALVE, 10" EA Attachment number 3 Page 18 of 19 Item # 10 WARREN ROAD IMPROVEMENTS Project Number: 324-04-296823314 ITEM NO.DESCRIPTION UNIT QTY UNIT PRICE TOTAL BID TABULATIONS Engineer's List 670-9710 RELOCATE EXISTING FIRE HYDRANT EA 670-9720 RELOCATE EXISTING WATER VALVE, INCLUDING BOX EA 670-9730 RELOCATE EXISTING METER VALVE, INCLUDING BOX EA 670-9800 ADJUST EXISTING WATER METER, INCLUDING BOX EA 670-9906 ADJUST EXISTING WATER LINE, 6" (HORIZONTAL AND/OR VERTICAL) LF 670-9908 ADJUST EXISTING WATER LINE, 8" (HORIZONTAL AND/OR VERTICAL) LF 670-9910 ADJUST EXISTING WATER LINE, 10" (HORIZONTAL AND/OR VERTICAL) LF UTILITY WORK SUBTOTAL PROJECT COST $ - Attachment number 3 Page 19 of 19 Item # 10 Invitation To Bid Sealed bids will be received at this office until 11:00 a.m., Friday, October 16, 2009 for furnishing: Bid Item #09-160 Resurfacing Various Roads –Urban for Engineering Department Bid Item #09-161 Resurfacing Various Roads – Suburban for Engineering Department Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of: Geri A. Sams Procurement Department 530 Greene Street - Room 605 Augusta, Georgia 30901 706-821-2422 Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street – Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all prime, subcontractors and suppliers exclusively from Imaging Technology. The fees for the plans and specifications which are non-refundable is $25.00 Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262 Merry Street, Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street, Augusta, GA 30901. It is the wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the opportunity to view plans online (www.itrepro.com) at no charge through Imaging Technology (706 724-7924) beginning Thursday, September 3, 2009. Bidders are cautioned that submitting a package without Procurement of a complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with other work that is material to the successful completion of the project. Bidders are cautioned that sequestration of documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications. A Mandatory Pre-Bid Conference will be held on Friday, September 25, 2009 @ 2:00 p.m. in the Procurement Department – Room 605. All questions must be submitted in writing to the office of the Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be received by mail or hand delivered. All questions are to be submitted in writing by Tuesday, September 29, 2009 by 3:00 p.m. No Bid may be withdrawn for a period of 60 days after time has been called on the date of opening. A 10% Bid bond is required to be submitted in a separate envelope so marked along with the bidders’ qualifications; a 100% performance bond and a 100% payment bond will be required for award. An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the procurement. All specific requirements contained in the invitation to bid including, but not limited to, the number of copies needed, the timing of the submission, the required financial data, and any other requirements designated by the Procurement Department are considered material conditions of the bid which are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the envelope. GERI A. SAMS, Procurement Director Publish: Augusta Chronicle September 3, 10, 17, 24, 2009 Metro Courier September 9, 2009 cc: Tameka Allen Interim Deputy Administrator Abie Ladson Engineering Department Hameed Malik Engineering Department Attachment number 4 Page 1 of 1 Item # 10 Ve n d o r s : Be a m s ' C o n t r a c t i n g 23 3 5 A t o m i c R o a d Be e c h I s l a n d , S C 2 9 8 4 2 Ma b u s B r o t h e r s 92 0 M o l l y P o n d R d Au g u s t a , G A 3 0 9 0 1 Re e v e s C o n s t r u c t i o n P. O . B o x 1 1 2 9 Au g u s t a , G A 3 0 9 0 3 Tr a n C o n s t r u c t i o n 38 5 5 R e d O a k C o u r t Ma r t i n e z , G A 3 0 9 0 7 Bi d F o r m YE S Y E S Y E S Y E S St a t e m e n t o f N o n - Di s c r i m i n a t i o n YE S Y E S Y E S Y E S Co n f l i c t o f I n t e r e s t YE S Y E S Y E S Y E S Co n t r a c t o r A f f i d a v i t & Ag r e e m e n t YE S Y E S Y E S Y E S Su b c o n t r a c t o r A f f i d a v i t & A g r e e m e n t YE S Y E S Y E S Y E S No n - C o l l u s i o n A f f i d a v i t of B i d d e r YE S Y E S Y E S Y E S No n - C o l l u s i o n A f f i d a v i t Su b c o n t r a c t o r YE S Y E S Y E S Y E S Lo c a l S m a l l B u s i n e s s Go o d F a i t h E f f o r t s YE S Y E S Y E S Y E S Lo c a l S m a l l B u s i n e s s Su b c o n t r a c t o r / S u p p l i e r Ut i l i z a t i o n P l a n YE S Y E S Y E S Y E S Ad d e n d u m YE S Y E S Y E S Y E S Bi d B o n d YE S Y E S Y E S Y E S Lu m p S u m P r i c i n g $2 , 7 7 5 , 9 3 9 . 4 2 $ 2 , 4 7 6 , 5 5 2 . 6 2 $ 2 , 7 3 5 , 7 8 2 . 4 4 $ 3 , 1 8 7 , 8 5 6 . 8 5 Bi d I t e m # 0 9 - 1 6 1 Re s u r f a c i n g V a r i o u s R o a d s - S u b u r b a n Fo r t h e C i t y o f A u g u s t a - E n g i n e e r i n g D e p a r t m e n t Bi d O p e n i n g D a t e : F r i d a y , O c t o b e r 1 6 , 2 0 0 9 a t 1 1 : 0 0 a . m . Pa g e 1 o f 1 Attachment number 5 Page 1 of 1 Item # 10 Attachment number 6 Page 1 of 2 Item # 10 Attachment number 6 Page 2 of 2 Item # 10 Attachment number 7 Page 1 of 2 Item # 10 Attachment number 7 Page 2 of 2 Item # 10 Attachment number 8 Page 1 of 1 Item # 10 Engineering Services Committee Meeting 2/8/2010 12:35 PM TEE Ctr Architect Contract Amendment Department:Public Services Department - Facilities Management Division Caption:Approve the modification to the TVS contract to include the design of the TEE Center Parking Deck subject to review by the City Law Department. Background:TVS, by the direction given by the Commission, employed a consultant (Tim Haas) to provide a parking study for the new TEE Center. The study concluded that a 400 space parking deck would accommodate the necessary parking required for the new TEE Center. The original proposal that TVS submitted for the design services was modified to provide for a 400 space parking deck. Analysis:The TEE Center Committee met on Friday – January 8, 2010 and recommends that a contract modification should be issued to have TVS provide the design services for the parking deck. TVS has committed to using local area consultants for 73.65% of the total design fee. By issuing the modification to the TVS contract it will allow the parking deck to be completed by the end of 2010, so that it can be used to accommodate the parking requirements during the construction phase of the TEE Center. Financial Impact:The total amount of $516,425.00 for the Design Services and reimbursable expenses are included in the overall total project budget of $10 million. Alternatives:1. Approve the modification to the TVS contract to include the design of the TEE Center Parking Deck subject to review by the City Law Department. 2. Select a different method of procuring the design services and award the contract to another firm, which will delay the completion date of the project and increase the total project costs. Recommendation:Approve the modification to the TVS contract to include the design of the TEE Center Parking Deck subject to review by the City Law Department. Funds are Available in the Following Accounts: FUNDS ARE AVAILABLE IN SPLOST and Bond Funds Account REVIEWED AND APPROVED BY: Finance. Cover Memo Item # 11 Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 11 A1 AMENDMENT NO. 1 TO AGREEMENT FOR STANDARD FORM OF CONTRACT FOR ARCHITECTURAL SERVICES Augusta Trade, Exhibit and Event Center January 14, 2010 WHEREAS an AGREEMENT for professional services was made, dated 21st of October, 2008, BETWEEN the Owner: Augusta, Georgia, a political subdivision of the State of Georgia, acting by and through the Richmond County Commission; and the Design Consultant: Thomson, Ventulett, Stainback and Associates, Inc., for Professional Services known as: Architectural Design Services for Augusta Trade, Exhibit and Event Center, Augusta Richmond County, Georgia; and WHEREAS the parties to this AGREEMENT further agree that said AGREEMENT should be modified to reflect the mutual desires of the Owner and Design Consultant to facilitate an increase in the scope of the project, adding design services for a 400 Parking Deck, as described herein; and WHEREAS, the parties to said AGREEMENT desire to amend the following documents incorporated into the Agreement, to wit: ARTICLE 5 – BASIC SERVICES ARTICLE 8 – COMPENSATION ARTICLE 20 – ENTIRE AGREEMENT EXHIBIT A – BASIC SERVICES EXHIBIT B – PROGRAM OF REQUIREMENTS EXHIBIT C – SCHEDULE Now, THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the Parties hereto agree as follows: Attachment number 1 Page 1 of 8 Item # 11 A2 1. ARTICLE 5 – BASIC SERVICES, is hereby amended and attached to and made a part of this AGREEMENT and designated as ARTICLE 5 – BASIC SERVICES - AMENDMENT 1. 2. ARTICLE 8 – COMPENSATION, is hereby amended and attached to and made a part of this AGREEMENT and designated as ARTICLE 8 – COMPENSATION - AMENDMENT 1. 3. ARTICLE 20 – ENTIRE AGREEMENT, is hereby amended and attached to and made a part of this AGREEMENT and designated as ARTICLE 20 – ENTIRE AGREEMENT - AMENDMENT 1. 4. EXHIBIT A – BASIC SERVICS, is hereby amended and attached to and made a part of this AGREEMENT and designated as EXHIBIT A – BASIC SERVICES - AMENDMENT 1. 5. EXHIBIT B – PROGRAM OF REQUIREMENTS, is hereby amended and attached to and made a part of this AGREEMENT and designated as EXHIBIT B – PROGRAM OF REQUIREMENTS - AMENDMENT 1. 6. EXHIBIT C – SCHEDULE, is hereby amended and attached to and made a part of this AGREEMENT and designated as EXHIBIT C – SCHEDULE - AMENDMENT 1. 7. All other terms and conditions of the AGREEMENT not specifically amended herein shall remain in full force and effect. This amended AGREEMENT, together with referenced Exhibits A, B, and C, constitutes the entire agreement between the Owner and Design Consultant and supersedes all prior written or oral understandings. This AGREEMENT and said Exhibits may only be amended, supplemented, modified or canceled by a duly executed written instrument. This AGREEMENT and said Exhibits shall hereafter be referred to as the AGREEMENT. Attachment number 1 Page 2 of 8 Item # 11 Attachment number 1 Page 3 of 8 Item # 11 A4 ARTICLES 1-4 NO CHANGES ARTICLE 5 BASIC SERVICES 5.1 The Architect shall provide the basic services as described in Exhibit A, amended herein to include the TEE Center and 400 Space Parking Deck. ARTICLES 6 AND 7 NO CHANGES ARTICLE 8 COMPENSATION Add to the end of paragraph 8.1.1: The Architect shall receive the following compensation, in addition to the TEE Center compensation, for the Parking Deck Basic Services: $471,425 (Four Hundred Seventy One Thousand Four Hundred and Twenty Five Dollars and No Cents, plus reimbursable expenses not to exceed $45,000 (Forty Five Thousand Dollars and No Cents). ARTICLES 9 – 19 NO CHANGES ARTICLE 20 Add 20.2 This agreement is amended by Amendment 1. Attachment number 1 Page 4 of 8 Item # 11 A5 EXHIBIT A BASIC SERVICES - AMENDMENT 1 Add to paragraph 1: The services are herein amended to include a new 400 space parking deck located across from the TEE Center. All basic services, as outlined herein, shall be provided for the new parking deck, except for LEED certification services. Attachment number 1 Page 5 of 8 Item # 11 EXHIBIT B PROGRAM OF REQUIREMENTS – AMENDMENT 1 Add to the end of paragraph 1: The program for the new parking deck shall be as follows: A. Project Understanding 1. Project: Parking Deck and Surface Parking Lot based on the Final Parking Study prepared by Timothy Haahs & Associates, Inc. 2. Project Location: The project is located on the corner of Reynolds Street and James Brown Boulevard in downtown Augusta, across the street from the new Augusta TEE Center conference facility. The site includes an existing service station, currently a hot dog stand, on the corner of Reynolds and James Brown that will need to be addressed with Historic Augusta. The design must also be sensitive to an adjacent television satellite dish farm and another historic property adjacent to the northwest corner. 3. Project Description: The project is a new ground up parking garage of approximately 400 parking spaces. Although it will be managed independently, the new deck will support the visitors of the TEE Center. The architecturally skinned deck will be open and front onto at least two urban street edges. Should expansion be considered, it is assumed that it would not be vertical, but horizontal. If the final design of the deck includes a parking area currently used by the adjacent television station satellite trucks, accommodations will need to be made within the deck for the taller vehicles. 4. Project Program: We understand that the project will include 400 parking spaces. 5. Project Budget: We understand the approximate Construction Contract Award Price (CCAP) to be $7,125,000.00 (Seven million, one hundred twenty-five thousand dollars). 6. Project Delivery Method: The project will be constructed by a Construction Manager At- Risk, independent of the Augusta TEE Center construction project. B. Project Team 1. Basic Professional Design Services: i. Design Architect: tvsdesign will assume design responsibilities through the Schematic Design Phase and will maintain aesthetic oversight of subsequent phases. The Associate Architect will be the Architect of Record and will assume design development phase through construction administration phase responsibilities. ii. Associate Architect and Architect of Record: Studio 3 Design Group. iii. Structural, Mechanical, Electrical, Plumbing, Fire Protection Engineering: Johnson, Laschober & Associates, P.C. 2. The following special consultants' design services are included in this proposal: i. Civil Engineering: Cranston Engineering Group P.C. ii. Parking: Timothy Haas & Associates, Inc. iii. Security: Leppard Johnson iv. Graphics: Jones Worley Attachment number 1 Page 6 of 8 Item # 11 C. Compensation 1. Compensation: Provide the total lump sum fixed fee per the following phase schedule, for design and construction administration services. Phase Amount Design Narrative/Schematic Design $70,714.00 Design Development Phase $94,285.00 Construction Document Phase $164,999.00 Permitting and Bidding/Negotiation $23,571.00 Construction Administration $113,142.00 Final Completion $4,714.00 Total Design Service Lump Sum Fixed Fee $471,425.00 Expenses (allowance) $45,000.00 Total Labor and Expenses $516,425.00 3. Fee Breakdown by Consultant: Firm Name % of Fee Amount Design Architect: 16.97% $80,000.00 Architect of Record: Studio 3 (Local) 26.20% $123,500.00 Structure/MEP: Johnson Laschober Assoc. (Local) 40.30% $190,000.00 Civil Engineering: Cranston Engineering (Local) 7.15% $33,725.00 Parking: Timothy Haas & Associates, Inc. 4.18% $19,700.00 Graphics: Jones Worley 3.92% $18,500.00 Security: Leppard Johnson 1.27% $6,000.00 Total % of Local Participation 73.65% $347,225.00 Total % of non-Local Participation 26.35% $124,200.00 Total Labor Fees 100.00% $471,425.00 EXHIBIT C Attachment number 1 Page 7 of 8 Item # 11 SCHEDULE – AMENDMENT 1 Add the following paragraph after the table: The schedule for the new parking deck shall provide for a substantial completion date no later than December 31, 2010. Attachment number 1 Page 8 of 8 Item # 11 Engineering Services Committee Meeting 2/8/2010 12:35 PM Windsor Spring Road, Phase IV & V - Chg7 & SA#7 Department:Abie L. Ladson, PE, CPESC, Director of Engineering Caption:Authorize the Engineering Department to approve Capital Project Budget Change Seven and Supplemental Agreement Number Seven from Jordan, Jones & Goulding (JJG) in the amount of $268,378 for the purpose of incorporating the updated noise studies criteria into the environmental document and update the document for re-evaluation to enable the right of way funds to be authorized; additional re-evaluation of the environmental document for construction letting; redesign of existing detention pond impacted by the proposed construction and redesign of the proposed detention pond to satisfy concerns of Norfolk Southern Railway; design of a special design junction box for drainage purposes; update the current traffic volumes as mandated by GDOT to the years of 2014 and 2034; and incorporate design staging details to construct the bridges over Spirit Creek and Norfolk Southern Railroad on the Windsor Spring Road projects, Willis Foreman Road to Tobacco Road (Phase IV) and State Route 88 to Willis Foreman Road (Phase V), ARC projects 323-041110-299823766 and 323- 041110-299823786. Funds are available in the amount of $134,189 Section IV and Section V project right of way accounts to be transferred to the Section IV and Section V project engineering accounts. Background:This is a Georgia Department of Transportation (GDOT) project that will widen and reconstruct Windsor Spring Road to 4 lanes with a 19’ raised median from State Route in Hephzibah to Tobacco Road and replace the bridges over Norfolk Southern Railroad and Spirit Creek. The Engineering Department is responsible for development of the preliminary engineering activities. The estimated construction cost for Phase IV is $35.5 million and $17.8 million for Phase V. Analysis:The environmental document was approved on September 5, 2007 and covers Phase IV and Phase V. The right of way plans for Phase IV were approved on February and the Consultant began the process to have the environmental document re-evaluated and approved by FHWA which would enable right of way funds on Phase IV to be authorized. The document was submitted to FHWA by GDOT on May 27, 2009 for approval. Upon review of the document by FHWA, they advised that the noise study criteria were out of date. GDOT and the Consultant tried to convince FHWA that the noise study criteria used when the document was approved on September 5, 2007 produced more stringent noise impacts than the new criteria. However, FHWA advised on October 27, 2009 that the noise studies would have to be updated to the current criteria. The cost to incorporate the new criteria and update the environmental document so it can be resubmitted for approval is $43,840. The environmental document will have to be re-evaluated and approved by FHWA before these projects can be let to contract. This was Cover Memo Item # 12 not included in the original scope of work and the cost for this is $18,800. Detention ponds are being redesigned at locations on Phase IV and Phase V. Phase IV: The property in the northeast quadrant of the Windsor Spring Road and Travis Road intersection was a wooded area when the original survey for these projects was completed in October, 2003. This property was bought on March 27, 2007 and a convenience store was built on it. A concrete detention pond was built very close to the existing right of way on Windsor Spring Road. The proposed design features of the Windsor Spring Road improvements are impacting the existing detention pond. The Consultant considered several alternates to see if the existing detention pond could be retained and modified but none were workable. Phase V: The detention pond on Phase V is being constructed to satisfy concerns Norfolk Southern Railway over the flow of stormwater onto their property. A detention pond was designed and approved by GDOT. The information was submitted to Norfolk Southern for approval and they wanted it redesigned to accommodate future track expansion. GDOT and Norfolk Southern have concurred with the redesign of the detention pond. The cost for the redesign of the detention ponds including payment for the wall foundation investigation report is $85,778. It was initially assumed that a standard junction box could be used to connect the longitudinal pipes on each side of Windsor Spring Road that must tie into the proposed double line 36” culvert under Windsor Spring Road in this vicinity. Upon further review, the GDOT standard details will not address this specific situation and a special design junction box will be required. The cost for the special design junction box is $17,760. The pavement design for these projects was submitted to GDOT for approval in January, 2009. GDOT advised that the current traffic volumes needed to be updated to reflect the anticipated year the projects will be opened to traffic (2014) and the 20 year projection (2034). The cost for this is $6,460. The GDOT mandated approved Value Engineering process created a shift of the alignment in the vicinity of the proposed bridge over Spirit Creek on Phase IV. The alignment shift moved the proposed bridge closer to the existing bridge. The shift will now require design and staging for two separate bridges that must stand alone and then be tied together at completion. This will require special longitudinal joint detailing, bent cap connections, and twice the number of immediate bents. This will also require the design of substructure bent structures since reinforced concrete deck girders cannot be used. The proposed bridge over Norfolk Southern Railroad on Phase V will also require design and staging for two separate bridges that must stand alone and then be tied together when completed. Due to the relation of the existing bridge to the proposed alignment, the bridge, beams, and substructure must be designed as two structures of different widths. The cost for this is $95,240. Miscellaneous expenses for travel, printing and postage are $500. Financial Impact:Funding is available in the project right of way accounts to be transferred to the project engineering accounts. Alternatives:1: Authorize the Engineering Department to approve Capital Project Budget Change Seven and Supplemental Agreement Number Seven from Jordan, Jones & Goulding (JJG) in the amount of $268,378 for the purpose of incorporating the updated noise studies criteria into the environmental document and update the document for re-evaluation to enable the right of way funds to be authorized; additional re-evaluation of the environmental document for construction letting; redesign of existing detention pond impacted by the proposed construction and redesign of the proposed Cover Memo Item # 12 detention pond to satisfy concerns of Norfolk Southern Railway; design of a special design junction box for drainage purposes; update the current traffic volumes as mandated by GDOT to the years of 2014 and 2034; and incorporate design staging details to construct the bridges over Spirit Creek and Norfolk Southern Railroad on the Windsor Spring Road projects, Willis Foreman Road to Tobacco Road (Phase IV) and State Route 88 to Willis Foreman Road (Phase V), ARC projects 323-041110-299823766 and 323- 041110-299823786. Funds are available in the amount of $134,189 Section IV and Section V project right of way accounts to be transferred to the Section IV and Section V project engineering accounts. 2:Do not approve and delay the improvements for this much needed project in south Augusta. Recommendation:Approve Alternate 1. Funds are Available in the Following Accounts: 323-041110-5411120/299823766 &299823786 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 12 Attachment number 1 Page 1 of 23 Item # 12 Attachment number 1 Page 2 of 23 Item # 12 Attachment number 1 Page 3 of 23 Item # 12 Attachment number 1 Page 4 of 23 Item # 12 Attachment number 1 Page 5 of 23 Item # 12 Attachment number 1 Page 6 of 23 Item # 12 Attachment number 1 Page 7 of 23 Item # 12 Attachment number 1 Page 8 of 23 Item # 12 Attachment number 1 Page 9 of 23 Item # 12 Attachment number 1 Page 10 of 23 Item # 12 Attachment number 1 Page 11 of 23 Item # 12 Attachment number 1 Page 12 of 23 Item # 12 Attachment number 1 Page 13 of 23 Item # 12 Attachment number 1 Page 14 of 23 Item # 12 Attachment number 1 Page 15 of 23 Item # 12 Attachment number 1 Page 16 of 23 Item # 12 Attachment number 1 Page 17 of 23 Item # 12 Attachment number 1 Page 18 of 23 Item # 12 Attachment number 1 Page 19 of 23 Item # 12 Attachment number 1 Page 20 of 23 Item # 12 Attachment number 1 Page 21 of 23 Item # 12 Attachment number 1 Page 22 of 23 Item # 12 Attachment number 1 Page 23 of 23 Item # 12