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Home My WebLink About2007-117 C _ Indian River County Department of Utilities DEDUCTIONS ADDITIONS, COST ESTIMATE and CONTRACTOR'S BID ITEM LIST Attachment C �yya � „ � Project: CR 512 Phase III Roadway Improvements . Revised July 21, 2006 A 1. LR 111 11 _ 1- Description: Utility Relocations 31-.Iul-06 LABOR COSTS _ Bid Bid Item Estimated Unit of Labor Unit Total Labor Item No. Description Quantity Measure Price Price 1 - 4% 9 77 Mobilization 1 $ ,387 .07 - _. 78 Demobilization 1 1 % $2,346.77 79 Maintenance of Traffic l l % $2,346.77 Bid Item Il-3 Sewer Pipe 8" DIP 134 LF _ __ 32d Install 8" DIP Force Man 0.1LF $9.50 $ 1 ,273.00 ecan 7a Install-Mechanical Restraint Joint on Existing 8" Main 5.0 5.0 EA $333 .00 $ 1 ,665.00 09 Make Connection to Existing Main 1 .0 EA $795.00 $795.00 - - _ 23 Test Holes/Potholes 4 EA $200.00 $800.00 $60000 ' _ - Bid Item L44 - Sewer Pipe 10" DIP 110 LF - - - - - 32d --- Install 10" DIP Force Main 110.0 LF $ 10.80 $ 1 , 188.00 Mechanica traint Joint on ing 3,000.00 70; Install. ---Make Hol s/o Existi glMainO'-l2" Main FA $795 .00 $795.00 $11 EA $200. 00 $200.00 l $1 ,000.00 Bid Item U-5 - SewerPipe 10" HDPE (Directional Bore) LOM0 LF 1 I 0Install 10" DPEhorizontal Directional Drill 1 ,050.0 LF $25.00 $29400.00 - - - - -- ! - Install Mechanical Restrained Joint Fittings 0.50 "fON $1 ,665.00 $832.50 066 76 Install Mechanical Restraint Joint on Existing 10'- 12" Main 4.0 EA $500.00 $2,000.00 09 Make Connection to Existing Main 2 .0 EA $795.00 $ 1 ,590.00 ' 19c Install 10" NRS Plug Valve & Box 2 EA $635.00 $ 1 ,270.00 -$ 1 ,200.00 23 Test holes/Potholes 10 8A $200.00 $2,000.00 -__- - ---- - - 496 Install 2" Air Release Valve with ARV Manhole & Structure 2 EA $400.00 $800.W -$800.001 ' Rid Item U-6 - Sanitary 10" Plug W/Valve Box and Concrete 1 EA I ' 19e Install 10" NRS Plug Valve & Box I EA $635.001 $635.00 -$635.00 t i T 1 Bid Item U-7 - Sanitary 8" Plug w/Valve Box and Concrete Pad 1 EA 19d ' Install 5" NRS Plug Valve & Box I FA $48000 $480.00 -$480.00 - -Bio Item U-8 - Sanitary Sewer Air Release Manhole (4' wide) 2 EA Already Included in Pricing for J-5 10" Directional Bole 2 .0 EA $0.00 $0.00 _ Bid Item U-9-- Air-Relief Valve 2 EA Alread Included in Pricing tor 10" Directional Bore Y b 2.0 GA $0.00 50.00 y t c _ _ Indian River County Department of Utilities _ DEDUCTIONS ADDITIONS COST ESIIMATEa I CONTRACTOR'S ed July 21, LIST Attachment ___ . . _. . _-_ Attachment 6 . . Project: CR 512 Phase III RoadwayImprovements - Revised July 21, 2006 I i Description: Utility Relocations 31-Jul-06 ILABORCOSTS li 4-- Item . - ._ . Bid Bid Item Estimated Unit of Labor Unit Total Labor T Item Na _ Description QuantityMeasure Price Price _ . -y_ 1 y-____- - 2 EA Bid Item U-10 Sanitary Sewer Adjustment Ass 8" DIP Y P $3,400,400 00 05c Install 8" HDPE b Oen Cut 40.0 LF $85.00 $3,400.00 _ (include e en 06 Install Mechanical Restrained joint Fittings 0.80 TON $ 1 ,665 .00 $ 1 ,332.00 07a Install Mechanical Restrained Joints on Existing 3 8 Main q EA $333.00 $ 1 ,332.00 i _ I _ 09 Make Connection to Existing Main 4.0 EA $795.00 $3 , 180.00 -_ 23 Test Holes/Potholes 4 FA $200.00 $800.00 _ $800.00 _ Bid Item U-11 Sanitary Sewer Adjustment Assy 10" DIP 1 EA _ (include (4) 45 Bend) 05d Install 10" HDPE by Open Cut 26.0 LF $90.00 $2,340.00 F $2,340 00 ADDITIONAL SANTIARY SEWER _ 06 Install Mechanical Restrained Joint Fittings 0.50 TON $ 1 ,665.00 $832.50 $832. 50 ADJUSTMENT ASSEMBLY 76 Install Mechanical Restraint Joint on Existing 10'-12" Main 2.0 EA $500.00 $1 ,000.00 $ 1 ,000 00 NOT IN QUOTE I _ 09 Make Connection to Existing Main 2.0 EA $795.00 $ 1 ,590.00 $ 1 ,590.00 ,__ - h 23 Test Holes/Potholes 0 EA $200.00 $0.00 _ _ $800.0O �, REQUIRED POTHOLES NOT IN ORIGINAL QUOTE Rid Item U-12 Sanitary Sewer Adjustment Assy 12" DIP i ! (include (4) 45 Bend) 3 EA OSe Install 12" HDPE by Open Cut 78 .0 LF $95 .00 $7,410.00 $5, 100.001 additional line stop required west of bridge OG Install Mechanical Restrained Joint Fittings 1 .95 1 TON $ 1 ,665 .001 $3,246.75 7b Install Mechanical Restraint Joint on Existing 10'- 12" Main 6.0 EA $500.00 $3,000.00 _ 09 Make Connection to Existing Main 6.0 EA $795.00 $4,770.00 - 23 Test Holes/Potholes 6 EA $200.00 $ 1 ,200.00 Bid Item U-13 - Sanitary Sewer Fittings 8" x 10" Increaser 1 EA O6 Install Mechanical Restrained Joint Fittings O. 13 TON $1,665.00 $216.45 -$216.45 Bid Item U-14 - Sanitary Sewer Fittings 8" 45 Bneml 1 EA 06 Install Mechanical Restrained Joint Fittings 0.22 TON $1 ,665.00 $366.30 -$366.30 Bid Item U-15 - Sanitary Sewer Fittings 10" 45 Bend 1 EA pG _ Install Mechanical Restrained Joint Fittings 0.69 TON $ 1 ,665.00 $ 1 , 148.85 -$1 , 148.851 _ _ . Bid Item U-16 - Sanitary Sewer Fittings 12" 45 Bend 1 EA _ 06 Install Mechanical Restrained loin[ Fittings 0.84 TON $1 ,665.00 $ 1 ,398 .60 $2,940.00 Bid Item 11-18 - Potable Water Main 8" DIP 254 LF __ 2d Install 8" DIP Water Main 254.0 LP $9.60 $2,438 .40 __ . ___ 7a Install Mechanical Restraint Joint on Existing8" Main 11 .0 EA $333 .00 $3,663 .00 _ 0 ) Make Connection to Existing Main 1 .0 EA $795.00 $795.00 _ 23 "I est Holes/Potholes I EA 1 $200.001 $200.00 1 $200.00 _ ADDITIONAL POTHOLES REQUIRED Indian River County Department of Utilities DEDUCTIONS ADDITIONS _ COST ESTIMATE and CONTRACTOR'S Bill 1'1'EM LIST' Attachment **�nL. m „ * Pro'ect: CH 512 Phase III Roadway Improvements - Revised July 21, 2006 A 1, L 1. 11111 111. Description: Utility Relocations 31-Jul-06 LABOR COSTS Rid Bid Item Estimated Unit of Labor Unit Total Labor Item No. Description Quandt Measure Price Price Bid Item U-19 - Potable Water Main 12" DIY 216 LF g _ - _._.. . train t Joint on Exi 3 ,990.00 703 Install Mechanical ake Cest Hol s/Potholes Existing ,0'-12" Main 1110 EA $795.00 $795.00 EA $200.00 $ $200 00 r $200.00 ADDITIONA THOLES I 2d Install 12" DIP Water Main 2160 LF $ 18.50 $3,996.00 L PO REQUIRED Bid Item U-20 - Polable Water Main 12" HDYF. (Directional 1 ,150 LF i 04c Install 12" HUPF. Horizontal Directional Drill 1 , 150.0 LF $32.00 $36,800.00 _ 06 _ . ec Install Mechanical Restrained Joint Fittings 0.65 TON $ 1 ,665.00 $ t ,082.25 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 4.0 EA $500.00 $2,000.00 - . _ ._ 09 Make Connection to Existing Juniper 2.0 EA $79500 $ $460.00 10 Install 'temporary Water Main Jum er 1 EA $460.00 $460.00 i 17f Install 12" NRS Gate Valve & Box 2 EA $545.00 $1 ,090.00 _ 216 Insta112" Air Release Valve with ARV Manhole & Structure 2 EA $560.00 $1 , 120.00 23 _ _ Test I loles/Potholes 10 EA $200.00 $2,000.00 256 Install Permanent Blow-off 1 EA $700.00 $700.00 28 Install Sample Point 2 EA $85.00 $ 170.00 + _ - - - Bid Item U-21 - Fire Hydrant Assembly I EAI ZOb Install hire Hydrant Assembly with tee and 6" Gate Valve I EA $775.00 $775.00 Y Y - y_. Bid Item U-22 - Fire Hydrant Assembly Relocation I _ EA 20a Relocate Fire Hydrant Assembly with lee and 6" Gate Valve 4 EA $416.00 $ 1 ,064.00 -$ 7 ,664.00THIS ITEM REPLACED BY ______FOLLOWING U-22 ITEMS U-22 Offset Fire Hydrant and Move to Back of ROW' sta.#274+00 - - - Install 6" 051h _ - -. Y Restrained 816" g _ r. _ _THESE_ L CONTRACT AN IN 7c Install06 lMeclhanical Restrat Join onJExistinoint ti1G"' Main 0240 EA 25 TON $ 1$55000 $ , 10000 IN ORIGINA? ITEMSARE NOD ARE _- - ____ r - 09 _ Make Connection Existing Main 1 .0 EA $795 .00 $795 .00 T Holes/Potholes23 2 EA $200.00 $400.00 ADDITIONS TO THE ORIGINAL _ _ _ $395 .00 17c Install 6" NRS Resilient Seated Cate Valve 1 EA $395 00 - 52 Install and compact select fill from outside sources 90.0 CY $30 00 $2,700.00 CONTRACT - 54 _ Removal and disposal of muck 90.0 CY $ 1100 $990.00 BUT SHOWN HERE AS INSTALLED U-22 Blue Island Street Fire hydrant relocate stag 308+$p 1 56 Install G" HDPE Open Cu[ 41 .0 LF $80.00 _ r $3,280 00 AND ADDITIONS l _ 7a Install Mechanical Restraint loin[ on Existing 6" Main 2.0 _ EA $333 .00 $666.00 I 09 Make Connection to Existing Main 2.0 FA $795 .00 $ 1 ,590.00 _ 23 Test Holes/Potholes 2 EA $200.00 T $400.00 Install Mech. Restrained Joint DIP Fittings $416.25 - - - _ - - - - G g 0.25 To $ 1665 .00 _ � 75a Wellpoint dewatering min 3000 work area 1 I 'S $ 1 ,300.00 $ 1 ,300.00 - . . . 756 Wellpoint dewatering additional points required 52.0 LF $25 .00 54 Removal and disposal of muck 1800 CY $ 11 .00 _ _ _ $ 1 ,980 00 - -__ P $5,400 00 52 Install and compact select GII from outside sources 180.0 CY $30.00 _ 1122 Offset Fire Hydrant & Relocate to ROW sta.N265+20 Indian River County Department of Utilities DEDUCTIONS ( ADDITIONS COS'1' EJLIMATE and CONTRACTOR'S BID ITEM LIST Attachment Project: CR 512 Phase III Roadway Improvements - Revised Jul 21, 3006 Description: Utilit Relocations 31-Jul-06 LABOR COSTS Bid Bid Item _ Estimated Unit of Labor Unit Total Labor Item No. Descri tion Quandt Measure Price 7-Price 5b Install 6" HDPE Open Cut 36.0 1 LF $80.001 1 $2,880.00 17o Install G" NRS Resilient Stated Gale Valve 1 FA $395.00 $395.00 7x Install Mechanical Restrain[ Join[ on Existing 6" Main 2.0 EA $333 .00 $666.00 i r 23 Test Holes/Potholes 2 EA $200.00 $400.00 ' _- -- 09 Make Connection to Existing Main 1 .0 EA $795.00 $795.00 6 Install Mech. Restrained Joint DIP Fittings 0.25 Tn $ 1 665 . _00 $416.25 C ( - Bid Item U-23 - Valve Potable Water 8" Gale I EA ! _ 17d R" Gate Valve Complete 1 NA $420.00 $420.00 Bid Item I1-24 - Valve Potable Water 12" Gate 3 EA 17f Install 12" NRS Gate Valve & Box 3 EA $545.00 $ 1 ,635 .00 Note^ (2) 12" gate valves were already included in U-20 Bid Item U-25 Potable Water Main Adjustment _ Assembly 6" C � ) I EA tMechanicalcY F 00 $ I00.00 OG Install Restrained Joint Fittings 0.25 UN $ 1 ,665. $416.25 I nts EA $333.00 6,00 p7) Install Mechanical Make Connection t Restrained nJto th on Existing 3" 8" Main 2?0 EA $795.00 $ $660.00 23 Test Holes/Potholes 2 EA $200.001 $400.00 Btd Item U 26 Potable Water Main Adjustment Assembly 12 DIP (include (4) 45 Bend) 4 EA OSe Install 12" HDPE by Open Gut 104.0 LF $95.00 $9,880.00 OG Install Mechanical Restrained Joint Fittings 2.60 1 O $ 1 ,665.00 $4,329.00 _ 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 8.0 EA $500.00 $4,000.00 _ 1 - 09 Make Connection to Existing Main 8.0 EA $795.00 $6,360.00 Test Holes Potholes _- - - 23 8 8A $200.00 $ 1600.00 Bid Ilan U-27 Potable Water Main Adjustment Assembly 16" _ DIP (include (4) 45 Bend) I EA 05tInstall 16" HDPE by Open Cut 26.0 LF $100.00 $2,600.00 -$2,800.00 _ 06 Install Mechanical Restrained Joint Fittings 1 .06 TON $ 1 ,065 .00 $ 1 ,704.90 -$1 ,764.90 --_ ._- .-- 7c Install Mechanical Restraint Joint on Existing I6" Main 2.0 EA $550.00 $ 1 , 100.00 -$1 , 700.00 09 Make Connection to Existing Main 2.0 FA $795 .00 $ 1 ,590.00 -$1 ,590.00 ( 23 Test holes/Potholes 2 EA $200.00 $400.00 -$400.00 _ Indian River County Department of Utilities I I _ DEDUCTIONS ADDITIONS - _ ' COST ESTIMATE and CONTRACT'OR'S BID ITEM LIST Attachment c yya en} 1 _ - -- _-Project: CR 512 Phase III Roadway Improvements - Revised July 21, 20U6 L U 11111 11 L 1 - Description: Utility Relocations t i 31-Jul-06 LABOR COSTS Bid Bid Item Estimated Unit of iLaborUnitl Total Labor Item No. Description Quantity Measure Price Price Bid Item U-28 Potable Water Main Adjustment Assembly 20" 2 EA DIP (include (4) 45 Bend) O R Install 20" IIDPE by Open Cut 60.0 1 LF $ 105.00 $6,300.00 OG Install Mechanical Restrained ]Dint Fittings 1 .60 TON $ 1 ,665.00 $2,664.00 $449.55 additional weight of fittings _ _. - -__ _ 7d Install Mechanical Restraint Joint on Existing 20" Main 4.0 EA $600A0 $2,400.00 _ _ _ $1 ,300.00well point dewatering dewatering addition 09 Make Connection to Existing Main 4.0 EA $795.00 $3 , 180.00 $2,700 00 ' install & compact. improt fill 23 Test Hales/Potholes 4 FA $200.00 $800.00 $3,960.00 , muck removal _._ $30,000.00 20' line stop $725.00 '. asphalt over trench $551 00 remove dispose and replace rock base - - . .--_ Bid Item U 29 20" x8" Wal Tap w/ Valve & Box 1 EA _ _- T +. 12e Stainless Steel Run 16" - 24" 1 EA $900.00 $900.00 -$900.00 l 'i 13g Tap 20" Main I EA $ 1 ,200.00 $ 1 ,200.00 -$ 1 ,200.00 --- 23 Test I toles/Potholes 2 EA $200.00 $400.00 45 Install Asphalt Cement Replacement over Full Trench Width 400 SY $20.00 $8,000.00 -$8,000.00 46 Remove, Dispose of and Replace Rock Base 400 SY $ 10.00 $4,000.00 -$4,000.001 47 Remove, Dispose of and replace Stab. Subgrade 400 SY $6.00 $2,400.00 $2,400.00 r 606 Sad and topsoil 710 SY $6.001 $4,260.00 $4,26_0.00 76 Record Drawings I LS $5,000.00 $5,000.00 Subtotal Subtotal Labor $234,676.75 — _ Subtotal Subtotal labor, Mob., Demob., MOT, Materials, & Permitting $248,75736 j Force Acent. IRCDUS Contingency Account far additional MOT Devices as I Allowance t0% $24,875.74 _ SubTolal Labor Cost $273,633.09 — -- - - , $38999.80 ADDITIONAL - _ 71ONAL ITEMS ADDED 70 JOB $ 19,418.7TOTAL CREDITS _ _ $41 R72_OS 5—SEE ATTACHED SHEET FOR DETAILS TOTAL ADDITIONS $2U7,U3G 55 it - NEW CONTRACT AMOUNT _ -_ - -_ _ - - - _ $438,797.59 — 166,311 10 SUBTOTAL ADDITIONS AND DELETIONS APPROVED CONTRACT AMOLIN7 $343.871 .UG $38,065.50 $ CHANGE ORDER AMOUNT $94,926.53 $3045.2411 $14,611 47 ADDI , TIOONAL MOBILIZATION $380.6 $1 ,826.43 ADDITIONAL MOT — - - T $1 ,82643 ADDITIONAL DEMOBILIZATION X22,461 12 ADDITIONAL CONTINGENCY MOT $41 ,872.05 TOTAL CREDITS $207,03655 Total; additions . r f SECTION 00450 CHANGE ORDER FORM CHANGE ORDER NO . 01 DATE : 2/26/07 CONTRACTOR : The Danella Companies OWNER: INDIAN RIVER COUNTY AGREEMENT DATE : July 18 , 2006 PROJECT NAME : CR 512 and CR510 Utility Conflict Resolution The following changes are hereby made : 1 ) Increase the Contract Amount to include. . Original CONTRACT PRICE $ 343 ,871 .06 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDER $ 343 , 871 .06 Net Increase (Decrease) Resulting from this CHANGE ORDER $ 94 , 926 . 53 The current CONTRACT PRICE including this CHANGE ORDER $ 438 . 797 .59 ORIGINAL CONTRACT TIME : No. Days N/A Current CONTRACT TIME adjusted by previous CHANGE ORDER No. Days N/A Net Increase (Decrease) Resulting from this CHANGE ORDER No. Days 0 Current CONTRACT TIME Including this CHANGE ORDER No. Days N/A CHANGES ORDERED : I . GENERAL This change order is necessary to increase the cost of the project due to unexpected pipes , pipe sizes and lack of valves II . REQUIRED CHANGES Increased construction line items and pipe sizes III . JUSTIFICATION To finish utility relocates to accomplish a timely completion of CR 512 improvements Funds for the project have been approved by the BCC from the Public Works Department Capital Projects Fund , 17/18/06 Attachment 2 Chanee Order Poem no450 - . 1 . C,Doamrms and Seningssgordons\Leal Senings,Tenprary Imeiner hl ,OLK I Echange order no. I cr512 doc IV. WAIVER This Change Order constitutes full and mutual accord and satisfaction for the adjustment in contract price or time as a result of increases or decreases in costs and/or time of performance caused directly and indirectly from the change. This Change Order represents an equitable adjustment to the contract and CONTRACTOR hereby waives all rights to file a claim on this Change Order after it is properly executed . V. APPROVAL AND CHANGE AUTHORIZATION Acknowledgements: The aforementioned change, and work affected thereby, is subject to all provisions of the original contract not specifically changed by this Change Order, and , It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original contract other than matters expressly provided herein. Change Order Request By: Gordon Sparks Department of Utility Services, India River C nty, FI flda Change (s) Ordered By: Gordon Sparks y ' Signatures& Tile 4 L G P RECOMMENDED BY: Gordon Sparks ACCEPTED BY: DEPARTMENT OF UTILITY SERVICES C7 ¢nif l_ Engineer: Gordon Sparks ContractorIBM" y. Signature & Dat / nature & Date Title: Environmental Engineer Title: zfe! y / ec.�` � llli4C�/Z APPROVE1AY; INDIAUft&6 Cb6TY. FLORIDA Owner Ga,r, r v eeler , Chairman Qf�Cbunty Commissioners * * END OF SECTION Change Order Form 00¢50 - - 2 - C 1[b,mmevu and S W\jmcfall\My Oow sV C Arcual j bMC pay " forms\ Mnge order noi u512.doc