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Home My WebLink About2006-266 WORK AUTHORIZATION DIRECTIVE 4L906 , No. 2005-029 IRC — CR 512 UTILITY CONFLICTS RESOLUTION DATE OF ISSUANCE: July 18, 2006 EFFECTIVE DATE: July 18, 2006 OWNER: Indian River County CONTRACTOR: The Danella Companies, Inc . CONTRACT: WATER, SEWER AND RECLAIM WATER LINE REPLACEMENT / EXTENSIONS AND MISCELLANEOUS LABOR CONTRACT, BID NO 7033 AWARDED March 15 , 2005 PROJECT: Resolve conflicts between existing utilities and proposed drainage improvements _ COUNTY UTILITY PROJECT NO . : UCP #2 CONTRACTOR' S PROJECT NO . : N/A COUNTY W.I.P. No. 471 - 169000-0 R&R Fund You are directed to proceed promptly with the following work: Description: The construction of HDPE water main and force main to eliminate conflicts Purpose of Work Authorization Directive: To eliminate utility conflicts with proposed drainage improvements Attachments : (List documents supporting work) (Construction Plans showing extent of work are on file in the Utilities Department) Method of determining Contract Price : ❑O Unit Prices: Bid Items as established pursuant to Bid No. 7033, and awarded by the Board of County Commissioners on March 15, 2005 to The Danella Companies, Inc . ❑ Lump Sum ❑ Cost of the Work The Cost of Labor, Contingency and Contract Time is summarized below: Estimated Labor Cost = $221186432 Estimated Contract Time: 30 days (llA Total Estimated Labor Costs— $221 ,864 . 32 t. tU �Fa ACCEPTED: ftECOMMENDED: ��%/�"' 7 y r APPROVED By: By: `r� t Y , The Dan lla Companies Gordon E . Sparks,1P.E. °t, arr., ArthyaR tNe' ,h 'er Labor Co tractor Environmental Engineer - ` COUNTY 'VKAIRMAN Date: 1116 Date : 7- lr ' Qlrlp D 'ape. Jul.y 2006 is APPROVED AS TO FORM AB SUFFIC NCY Attachment 2 E . FELF:AUnlW�1QF{V�f j - Utility Construction Permits-VIRC - CR 512 and CR 510 Roadway Inprovemenls - Utility Conflicts UCP #2837AA - Work Authorization No. 2005-029 Attachment 2.doc9 Indian River Countv Department of Utilities COST ESTIMATE and CONTRACTOR'S BID ITEM LIST Attachment 1 Pro'ect: CR 512 Phase III Roadwav Im riwements Description: Utility Relocations 29-Jun-06 LABORCOS'TS MATERIAL COSTS Bid Bid Item Estimated Unit of Labor UmIF Total Labor Material Unit Total Material Item No. Description Quantity Measure Price Price Price Price 77 Mobilization I 4% $7,611 . 13 78 Demobilization 1 1 % $1 ,902.78 79 Maintenance of Traffic I 1 '7 $ 1 ,902 .78 Bid Item J-5 - Sewer Pipe 10" HDPE (Directional Bore) 1 ,050 LF 04d Install 10" HDPE Horizontal Directional Drill 1 ,0500 LF $28.00 $29,400.00 24.42 25.641 .00 06 Install Mechanical Restrained Joint Fittings 0.50 TON $ 1 ,665.00 5832.50 3,500-00 1 ,750.00 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 4.0 EA $500.001 52,000.00 55.00 220-00 09 Make Connection to Existing Main 20 EA $795.00 $ 1 ,590.00 1 ,500.00 3,000.00 19e Install 10" NRS Plug Valve & Box 2 EA $635.00 $ 1 ,270.00 1 ,695 .00 3,390-00 23 'rest Holcs/Potholes 10 EA $200.00 $2,000.00 0.00 496 Install 2" Air Release Valve with ARV Manhole & Stmctum 2 EA $400.00 $800.00 1 ,950.00 3,900.00 Bid Item J-10 Sanitary Sewer Adjustment Assy 8" DIP (include (4) 45 Bend) 2 EA 05c Install 8" HDPE by Open Cut 40.0 LF 585.00 53,400.00 14.99 599.60 06 Install Mechanical Restrained Joint Fittings 0.80 TON $1 ,665 .00 $ 1 ,332.00 3,500.00 2,800.00 07a Install Mechanical Restrained Joints on Existing 3"- 8" Main 4 EA $333 .00 $1 ,332 .00 36.11 144 .44 09 Make Connection to Existing Main 4.0 EA $795 .00 $3, 180.00 1 ,500.00 6,00000 23 Test Holes'Potholes 4 EA $200.00 $800.00 0.00 Bid Item J-1l Sanitary Server Adjustment Assy 10" DIP (include (4) 45 Bend) 1 EA 05d Install 10" HOPE by Open Cut 26.0 LF 590.00 $2,340,00 24.42 634.92 O6 Install Mechanical Restrained Joint Fittings 0.50 TON $ 1 ,665.00 $832.50 3,500.00 1 ,750.00 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 2.0 EA $500.00 $ 1 ,000.00 55 .00 110.00 09 Make Connection to Existing Main 2.0 EA $795 .00 $1 ,590.00 1 ,500,00 3,000.00 23 ''est Holes/Potholes 2 EA $200.00 $400.00 0.00 Bid Item J-12 Sanitary Sewer Adjustment Assy 12" DIP (include (4) 45 Bend) 3 EA OSe Install 12" Ii DPG by Open Cut78.0 LF $95.00 57,410.00 32 .90 2 ,56620 06 Install Mechanical Restrained Joint Fittings 1 .95 FoN $1 ,665.00 $3,246.75 3,500.00 6,825 .00 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 6.0 EA 1 $500.00 $3,000.00 55 .00 330.00 09 Make Connection to Existing Main 6-0 EA $795 .00 $4,770.00 1 ,50000 9,000.00 23 'rest Holes/Potholes 6 EA 52W001 $ 1 ,200.00 0.00 Indian Rirer Counts, Department of Utilities COST ESTIMATE and CONTRACTOR'S BID ITEM LIST Attachment 1 Project CR 512 Phase III Roadma Imurmrments Uescri nion: Utility Relocations 29-Jun-06 LABOR COSTS MATERIAL COSTS Bid Bid Item Estimated Unit of Labor Unit Total Labor Material Unit Total Material Item No. Description Quantity Measure Price Price Price Price Bid Item U-20 - Potable Water Main 12" HDPE (Directional 1 ,150 LF 04e Install 12 " HDPE Horizontal Directional Drill 1 , 150.0 LF $32.00 $36,800.00 32 .90 37,835 .00 06 Install Mechanical Restrained Joint Fittings 0.65 TON $ 1 ,665 .00 $ 1 ,082.25 3,500.00 2,275 .00 7b Install Mechanical Restraint Joint on Existing 10'- 12" Main 4.0 EA 5500.00 $2,000.00 55.00 220.00 09 Make Connection to Existing Main 2.0 EA $795 .00 $ 1 ,590.00 1 ,500.00 3,000.00 10 Install Temporary Water Main Jumper 1 EA $460.00 $460.00 470.00 470.00 17f Install 12" NRS Gate Valve & Box 2 EA $545.00 $ 1 ,090.00 1 ,764.00 3528.00 216 Insta112 " Air Release Valve with ARV Manhole & Structure 2 EA $560.00 $ 1 , 120.00 1 ,740.00 3 ,480.00 23 Test Holes/Potholes 10 EA $200.00 $2,000.00 0.00 25b Install Permanent Blokv-off 1 EA $700.00 5700.00 470.00 470.00 28 Install Sample Point 2 EA $85 .00 $ 170.00 75.00 150.00 Bid Item U-25 Potable Water Main Adjustment Assembly 6" DIP (include (4) 45 Bend) I EA O5b Install 6" Ii DPG by Open Cut 20.0 LF 580.00 $ 1 ,600.00 12.75 255 .00 06 Install Mechanical Restraincd Joint Fittings 0.25 TON $ 1 ,665,001 5416.25 3,500.00 875 .00 07a Install Mechanical Restrained Joints on Existing 3 "- 8" Main 2 EA $333 .00 5666.00 36.1-1 72 .22 09 Make Connection to Existing Main 2.0 EA $795 .00 $1 ,590.00 1 ,500.00 3 ,000.00 23 Test Holes/Potholes 2 EA 5200.00 $400.00 0.00 Bid Item U-26 Potable Water Main Adjustment Assembly 12" DIP (include (4) 45 Bend) 4 EA 05e Install 12" HDPE by Open Cut 104.0 LF $95.00 59,880.00 32 .90 3,421 .60 06 Install Mechanical Restrained Joint Fittings 2.60 'ION $ 1 ,665.00 54,329.00 3,500,00 9, 100.00 !7bInstall Mechanical Restraint Joint on Existing 10'-12" Main 8.0 EA $500.00 $4,000.00 55.00 44000 Make Connection toExisting Main 80 EA 5795.00 $6,360.00 1 ,500.00 1200000 Tcsl Holes/Potholes 8 EA5200.00 $ 1 ,600.00 0.00 Bid ItDIP (include (4) 45 Bend) I EA Install I6" 1-IDPE by Open Cut 26.0 IT $ 10000 52,60000 57 .94 1 ,506.44 Install Mechanical Restrained Joint Fittings 1 .06 TON $ 1 ,665.00 57 ,764.90 3,500.00 3,710.00 7c Install Mechanical Restraint Joint on Existing 16" Main 2.0 EA 5550.00 $ 1 , 100.00 55.00 110.00 09 Make Connection to Existing Main 2.0 BA 5795.00 $1 ,590.001 ,500.00 3,000.00 23 Test Holes/Potholes 2 GA $200.00 $400.00 0.00 Bid Item U-2R Potable Water Main Adj nshnenl Assembly 20" DIP (include (4) 45 Bend) 2 EA 05g Install 20" HDPE by Open Cut 60.0 IF 5105 .00 $6,300.00 79.25 4,755 .00 O6 Install Mechanical Restrained Joint Fittings L60 TON 51 ,665 .00 $2,664.00 3500.00 5 ,600,00 7d Install Mechanical Restraint Joint on Existing 20" Main 4.0 EA 5600,00 $2,400.00 55.00 220-00 09 Make Connection to Existing Main4.0 EA $795.00 $3, 180.00 1 ,500.001 6,000.00 23 Test Holes/Potholes 4 GA $200,001 $800.00 0-00 Indian River Countv De tarlment of Utilities COST ESTIbIA"IE and CON'TRACTOR'S BID IT EM LIST Attachment 1 Project: CR 512 Phase III Roadway Improvements Description: Utility Relocations 29-Jun-06 LABORCOSTS MATERIAL COSTS Bid Bid Item Estimated Unit of Labor Unit Total Labor Material Unit Total Material Description Quantity Measure Price Price Price Price 45 Install Asphalt Cement Replacement over Cull Trench Width 400 SY $20.00 $8,000.00 6.39 2,556.00 46 Remove, Dispose of and Replace Rock Base 400 SY $ 10.00 $4,000.00 10.00 4,000.00 47 Remove, Dispose ofand replace Stab. Subgrade 400 SY $6.00 $2,400.00 6.00 2 ,400.00 606 Sod and topsoil 250 SY -$6.00 $ 1 ,500.00 2.65 662. 50 Subtotal Subtotal Labor $ 190,278. 15 $186,772.92 Subtotal Subtotal labor, Mob., Demob., MOT, Materials, & Permitting $201 ,694.84 Force Accnl. IRCDUS Contingency Account for additional MOT Devices as 11 Allowance 10% $20, 169A8Required b Owner and General Contractor SubTotal ,abor Cost $221 ,864.32 Subtotal Material Costs $186,772.92 TOTAL PROJECT COST $408,637.24