Loading...
HomeMy WebLinkAbout2006-291 g z - bb ITEMIZED BID SCHEDULE n lj � / p ' Project Name : CR512 , Phase III and CR51D Roadway Improvements 6 ' RnviEEd Items Bidders Name : 3 li-� 1ne,., C�hCG y-1 L. LL. X� W � p�x1 {' Reviser) 0"v124lOi r 4V� oil J `r �;1a. _ a1 � Ak � Itern N•.o.:: D--e_s. cription ._: H v.�--•rF.r DuantitS' unit Umt Price Amount 1700.40-1Len Sinole Poet 10 .I AS tino �� 2C h 700-46- 21 Sion Esis (Relocate)(Sinal dost) I 38 I AS IO2. . 00 I3a � (p . 0 "' I 700x6 22 Sian Existing (Remove ) I 24 AS 51- v v I 1Z 1 L u U I 706-3 P.eflectivc POvement Markers 902 cA .S LJ I so �O 711 -3 Pavement Messaae=_ . Thermo . 3 7114 Directional Arrows, Thermo, I 65 EA I (03 . 00 �y � b C) ` 711 -33 ( Skip Traffic Strip, Thermo. ( 6" White) 18.212 LF 711 -34 (Skip Trarfc Strip, Thermo. (6" Yellow) 2.089 LF l� . � v ' 1 711 -36-61 ( Solid Trafic Stripe, Thermo. (6" White) I . 22,901 I LF 711 -35-121 Solid Trafic Stripe . Thermo. (12" While) 1 .6662 LF 1 . 00 33n 1-4 . 00 711 -1&181 Solid Trafic Stripe, Thermo. (18" White) 612 LF �. • �` � � C: • 2.0 711 -35-241 Solid Trafic Stripe, Thermo. (24" White) 355 LF 3 . �d mq2 + SO 711 -36-61 Solid Trafic Strioe, Thermo . (6" Yellow) 16 .688 LF 01 Stripe, Thermo. (18 Yellow) 219 LF Z + � � I 5 (m Ci 4'0 711 30-181 ". .. Solidi aBc S rip , Ther , .s(1 U-1 Valve BoxNalve Pad Adjustment I 4 =A P3 3 /e U-2 Pips Removal (wastewater) 5 ,660 LF t2v0O ), CV� 2b , U-3 Sewer Pipe , 6" DIP , Su Iv & Install 134 I LF S b b S CL U-s ( Sower Pipe. 10" DIP, Su olv & Install I 110 LF 79400 U-5 Sewer Pipe. 10" HDPE, Suooly S Install (directional bore ) 1 .460 LF 3 cuV . IU-6 Valve , Sanitary, 10" Pluo w / Valve Box and Concrete Pad - I 1 EA IU-7 Valve , Sanitary, 8" Pluo w / Valve Box and Concrete Pad 1 EA I ! 5 (og 11 ' j C�a UO I1-I-8 ISanitary Sewer Air Release Manhole Wwide) 2 EA 3b2L? U-9 I,41f Relief Valve � U-10 ISanitary Sawe- Adiustment Assembly 8" DIG (include !d) 45- Bend) 2 EA IQ L � 061 p C) ty9 DI / c I U- 11 Banitary Sewer Adiusiment Assembly10" DIP (include (4) 45 ° Bend) 1 Eq II � r U- 12 lSznitary 5ewa: Adiustmanl As=emhly, 12" DIF (include (4) 46° Bend), 3 EA l '] q lf/ IU- 13 � Sanitary Sewer Rtfinas.. 8" y 1G" Increaser w l Restrained Joints I EA (o 100 1 (o GQ L'- 14 $c nitaN Sewer R:.inos . 8" 45' Send w / Restrainer Joinisj 6p. I7 V . 00 p U-15 - I Sanitary Sewer Frilros 10" 45° B ndw / R si^- in d joints I 5 I 4 Obi ZCj 1- Q Oo 'I 003 = 0 - 8 Attachment 1 ITEMIZED BID SCHEDULE Project Name : CR512, Phase III and CR510 Roadway Improvements tRevision Items Bidders Name 'T, W a $$$$�•S•ryryt��((�(( z ] t ^• 1st Revision 0312e106 2rd Revision Item . 0 6j � >3 iy _ vntl Revision 0130106 m ¢ t SS Item No. DescrioLon -` la� W x..�b' 4: to ot Quantity Unit Unit Price Amount U-16 Sanitary Sewer Flttinos 12 45° Bend w / Restrained Joins 1 o EA U-17 Pioe Re MOV21 I notoo lewate r) 1 ,595 LF U- 18 Liable Water M21n. a" DIP - 254 LF U-19 I Potable Water Main, 12' DIP 216 Lo It Its U-20 ) Potable Water Main. 12"HOPE 1 ,587 LF 18 � -oo 1, j � ,( U-2? Fre Hydrant Assembly 1 - E.4 1 - I . /•�bro U-22 Fire Hydrant Assembly. Relocation - 4 EA aG �J C"' U-23, Valve, Potable Water. 8" Gale 011 Valve Box and Concrete Pad 1 EA U-24 Valve. Potable Water. 120 Gate •a / Valve Box and Concrete Pad - 5 EA �d..` ?j� 00 U-25 Potable Water Adiustment Assembly, 6" DIP flnclude (4) 45' Bend) 1 I EA H 14S �" by 1 LLS t�` l 1� o � e U -26 Potable Water Adjustment Assembly, 1T DIP include (4145" Bend) 4 EA ye, U -27 Potable Water Adlustment Assembly16' DIP (include (4) 45' Bend) 1 EA 21i}(o'' z3�0 d �. p p , CC U-28 Potable Water Adiustment Assembly, 20" DIP (Include (4 450 Bend) 2 EA 21(.9 �Lto _LS iL . U-29 20" xE" Wet Tao w / Valve and Box 3 GA 7 L{ ® : CR512 IMPROVEMENTS SUBTOTAL E2 � UV3 58 , x ® Item No. ❑escriphon Quantity Umt Unit Price Amount .L . ..iW'w.ui F iv-[�iFailaF-aYWY:iM:%'Y".SS44:YYr ' MJ. IMPROVEMENTS.,y} ¢-I+(:., wR aC"✓ .w se�ar..�:. srn.a:xt Ys cc....:A.a. PJW:hT._t}=y ftvKn.tt:c.: CR511) EMENTSCO 101 -1 Mpbilizatlon - 1 LS �9nb0l7mo -{ OtU VtJ . 102-1 Maintenance of Trak1 1 LS nh0D S'/ �n V 1104-11 Floatino Turbldily Barrier 71 LF :-, CIO I 7000 110- 1-1 Cleadno a Grubbinn - 11 Ls 500 dol SO,00o o ® 1120-1 Excavation, Regular 11 LS 12b-6 Embankment (1-111) I 1L LS 2.90Qin . �`Z ty--;b , 160-d-12 Tvoe B Stablizallon (12" Min) 11 .3551 SY G,50 is aIF 4 -S G 5 285-7-06 8" Cemented Coouma a.7E SV 334-1 Suoerpave Asohaltic Concrete . Tvoe SP 9.5 ( 1 ' Thick) 23.340SY 1 5'� - 1334 .1 S -,grPelle Asphaltic Cancra ta, 7 e SP 9 .5 Leveling Cour.. 1 .2001 TN I0ri 1334-2 Suoarrave Asohaliic Corcrete. Tvoe 50125 (1 10" Thick) 0,7331 SY I a : � I I � 1 -- 400-1 -15 CONCRETE SPILLWAY ! O.T C( I o6 0O 1425-1 -521, Imes DT Bo: ho= C. rc10"1 1 I I O 1 OO z cl I C.,, p0 s i � t 425-+ X51 Inlet DT Bot TVD, E . r<9P) ' 1 ) �A J {� rti 0� 1 34 O0 Attachment 1 nni , n e Indian River County Department of Utilities Labor coal Estimate Attachment 2 Project CR 510 ll'fI1.ITY CONFLICT RESOLUTIONS Description : I Utility Relocations 27-Jul-06 LABOR COSTS MATERIAL COSTS Bid Rid Item Estimated Unit of Labor Unit Total Labor Material Unit Total Material Item No. Description Quantity Measure Price Price Price Price 77 Mobilization 1 4% $2,417.54 78 Demobilization 1 1 % $604.38 79 Maintenance of '1'raffic 1 10/0 $604.38 Sanitary Sewer Adjustment Assy 12" DIP (include (4) 45 5 EA Rend) 05e Install 12" HDPE by Open Cut 130.0 LF $95 .00 $ 12,350.00 32 .90 4,27200 O6 Install Mechanical Restrained Joint Fittings 3 .25 TON $ 1 ,665 .00 55,411 .25 3,500.00 11 ,375.00 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 10.0 EA 5500.00 $5,000.00 55 .00 550.00 09 Make Connection to Existing Main 10.0 EA 5795.00 $7,950.00 1 ,500.00 15,000.00 23 Test Holes/Potholes 10 EA 5200.00 $2,000.00 Potable Water Main 16" HDPE (Directional Bore) 200 LF 04f Install 16" HDPE horizontal Directional Drill 200.0 LF S57,00 $ 11 ,400.00 5T94 11 ,588.00 06 Install Mechanical Restrained Joint Fittings 0.65 TON sl ,ho.otil $ 1 ,082.25 3,500.00 2,275.00 7c Install Mechanical Restraint Joint on Existing 16" Main 4.0 EA $550.00 $2,200.00 55.00 220.00 09 Make Connection to Existing Main 2 .0 GA $795.00 $ 1 ,590.00 1 .500.00 3,000.00 10 Install Temporary Water Main Jumper I EA $460.00 5460.00 470001 470.00 17g Install 16" NRS Gate Valve & Box 2 EA $575 .00 $ 1 , 150.00 1 .740.00 3,480.00 21b Install 2" Air Release Valve with ARV Manhole & Structure 2 EA $560.00 51 , 120.00 23 Test Iloles/Potholes 2 EA $200.00 5400.00 25b Install Permanent BlowoffI EA $700700. .00 500 470.00 470.00 28 Install Sample Point 2 EA $85 .00 5170.00 75.00 00.00 Indian River County Department of Utilities Labor Cost Estimate Attachment 2 Project, CR SIO 11TILITY COSFLIC'F RESOLUTIONS Descri rtion : Utilitv Relocations 27-Jul-06 LABOR COSTS MATERIALCOSTS Bid Bid Item Estimated Unit of Labor Unit Total Labor Material Unit To[al Material Item No. Description Quantity Measure Price Price Price Price Potable Water Main Adjustment Assembly 16" DIP (include (4) 1 EA 45 Bend) N23 Install 16" HDPE by Open Cut 26.0 LF $ 100.00 $2,600.00 57.94 1 ,506.44 Install Mechanical Restrained Joint Fittings 1 .06 TON $ 1 ,665 .00 $1 ,764.90 3,500.00 3,710.00 Install Mechanical Restraint Joint on Existing 16" Main 2.0 EA $550.00 $ 1 , 100.00 55.00 110.00 Make Connection to Existing Main 2.0 EA $795 .00 $ 1 ,590.00 1 ,500.00 3,000.00 Test Holes/Potholes 2 EA $200.00 $400.00 Subtotal Subtotal Labor S60,438 .40 561 , 181 44 Subtotal Subtotal Labor, Mob., Demob., MOT, Materials, & Permitting 564,064.70 Force Accnt. IRCDUS Contingency Account for additional MOT Devices as I Allowance 100/1, $6,406.47 Required by Owner and General Conn'actor SubTotal .abor Cost $70.471 . 17 Subtotal Material Costs $61 , 181 .44 TOTAL PROJECT COST $ 131 ,652.61 Indian River Coutuv Department of Utilities COS FESTIN1ATE and CONTRAC'I OR'S BID ITEM LIST Attachment 3 Pro'ecC CR 512 Phase 111 Roadway Improycments - Revised Jul 21 , 2006 Descri ,ion: Utilih Relocations 31 -Jul-06 LABOR COSTS MATERIAL COSTS Bid Bid Item Estimated Unit of Labor Unil Total Labor Material Unit Total Material Item No. Description Quantity Measure Price Price Price Price 77 Mobilization 1 4% 59,379.07 78 Demobilization 1 1 % $2,344.77 79 Maintenance of Traffic I 1 % $2,344.77 Bid Item U-3 - Sewer Pipe 8" DIP 134 LF 32d Install 8" DIP Force Main 134.0 LF $9.50 $1 ,273 .00 21A4 2,832. 76 7a Install Mechanical Restraint Joint on F_xisting 8" Main 5.0 EA $333.00 $ 1 ,665.00 46. 10 230.50 09 Make Connection to Existing Main 1 .0 EA $795.00 $795.00 175.00 175.00 23 Test Hales/Potholes 1 EA $200.00 $200.00 0.00 Bid Item U-4 - Sewer Pipe 10" DIT' 110 LF 32d Install 10" DIP Force Main 110.0 LF $ 10.80 $ 1 , 188.00 22.59 2,484.90 76 Install Mechanical Restraint Joint on Existing 10'- 12" Main 6.0 EA $500.00 $3,000.00 55.00 330.00 09 Make Connection to Existing Main 1 .0 EA $795.00 $795.00 175.00 175.00 23 Test Holes/Potholes 1 EA $200.00 $200.00 0.00 Bid Item U-5 - Sewer Pipe 10" IIDPE (Directional Bore) 11050 LF 04d Install 10" HDPE Horizontal Directional Drill 1 ,050.0 LF $28 .00 $29,400.00 24.42 25,641 .00 06 Install Mechanical Restrained Joint Fittings 0.50 'ION S1 ,665 .00 5832 .50 3 ,500.00 1 ,750-00 7b Install Mechanical Restraint Joint on Existing 10'- 12" Main 4.0 EA $500.00 S2,000.00 55 .00 220.00 09 Make Connection to Existing Main 2.0 EA $795.00 $ 1 ,590.00 1 ,500.00 3,000.00 19e Install 10" NRS Plug Valve & Box 2 FA $635 .00 $ 1 ,27000 1 ,695 .00 3,39000 23 Test Holes/Potholes 10 EA $200.00 $2 000.00 0.00 49b Install 2" Air Release Valve with ARV Manhole & Structure 2 EA $400.00 $800.00 1 ,950.00 3,900.00 Bid Item U-6 - Sanitary 10" Plug w/Valve Box and Concrete 1 EA 19e Install 10" NRS Plug Valve & Box 1 EA $635.00 $635.00 1 ,695.00 1 ,695.00 Bid Item U-7 - Sanitary 8" Plug w/Valve Box and Concrete Pad I EA 19d Install 8" NRS Plug Valve & Box 1 EA $480.00 $480.00 855.75 855 .75 Bid Item U-8 - Sanitary Sewer Air Release Manhole (4' wide) 2 EA Already Included in Pricing for J-5 10" Directional Bore 2 .0 EA 50.00 $0.00 0.00 0.00 Bid Item U-9 - Air Relief Valve 2 EA Already Included in Pricing for J-5 10" Directional Bore 2.0 EA 50.00 S0.00 0.00 0.00 Indian Rher Counh Department of Utilities COST ESTIMATE and CONTRACTOR'S BID ITEM LIST +} `dCh ��} Project. CR 512 Phase 111 Roadway Imprmrments - Revised July 2I, 2006 Attachment 111m 6 Description : Utility Relocations 31-Jul-06 LABOR COSTS MATERIAL COS TS Bid Bid Item Estimated Unit of Labor Unill Total Labor Material Unit 'Total Material Item No. Description Quantity Measure Price Price Price Price Bid Item IJ-10 Sanitary Sewer Adjustment Assy 8" DIP 2 EA (include (4) 45 Bend) 05c Install 8" HDPE by Open Cut 40.0 LF $85 .00 53,400.00 14.99 599.60 O6 Install Mechanical Restrained Joint Fittings 0.80 TON $1 ,665 .00 51 ,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 S3, 1 SOTO 1 ,500.00 6,000.00 23 Test Holes/Potholes 4 EA $200.00 5800.00 0.00 Bid Item U-I1 Sanitary Sewer Adjustment Assy 10" DIP 1 EA (include (4) 45 Bend) 05d Install 10" HDPE by Open Cut 26.0 LF S9Q00 $2,340.00 24.42 63492 06 Install Mechanical Restrained Joint Fittings 0.50 TON $ 1 ,665.00 $83250 3,500.00 1 ,750.00 76 Install Mechanical Restraint Joint on Existing 10'-12" Main 20 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 Test Boles/Potholes 2 FA $200.00 $400.00 0.00 Bid Item I1-12 Sanitary Sewer Adjustment Assy 12" DIP 3 EA (include (4) 45 Bend) 05e Install 12" HDPE by Open Cut 78 .0 LF $95.00 $7,410.00 32.90 2,566. 20 06 Install Mechanical Restrained Joint Fittings 1 ,95 TON S1 ,665.001 $3,246.75 3,500.00 6,825.00 7b Install Mechanical Restraint Joint on Existing 10'- 12" Main 6.0 EA 5500.00 53,000.00 55.00 330.00 09 Make Connection to Existing Main 6.0 EA $795 .00 54,770.00 1 ,500-00 9,000.00 23 Test I1oles/Potholes 6 EA $200.00 81 ,200.00 0.00 Bid Item U- 13 - Sanitary Sewer Fittings 8" x 10" Increaser 1 EA 06 Install Mechanical Restrained Joint Fittings 0. 13 TON $1 ,665 .00 5216.45 3,500.00 455-00 Bid Item U-14 - Sanitary Sewer Fittings 8" 45 Bend 1 EA 06 Install Mechanical Restrained Joint Fittings 0.22 TON $1 ,665.00 $366.30 3,500.00 770.00 Bid Item U-15 - Sanitary Sewer Fittings 10" 45 Bend 1 EA 06 Install Mechanical Restrained Joint Fittings 0.69 TON $ 1 ,665.00 $ 1 , 148.85 3,500.00 2,415 .00 Bid Item U-16 - Sanitary Sewer Fittings 12" 45 Bend 1 EA 06 Install Mechanical Restrained Joint Fittings 0.84 TON $ 1 ,665.00 $ 1 ,398.60 3,500.00 2,940.00 Bid Item IJ-18 - Potable Water Main 8" DIP 254 LF 2d Install 8" DIP Water Main 254.0 LF $9.60 $2,438.40 10. 15 2,578. 10 7a Install Mechanical Restraint Joint on Existing 8" Main 11 .0 EA $333 .00 53,663 .00 46. 10 507. 10 09 Make Connection to Existing Main I .0 EA 5795 .00 $795 .00 175.00 175.00 23 Test Holes/Potholes 1 EA $200.00 5200.00 0.00 Indian River County Department of Utilities qq y�� y� COST ES'HNIA'I"E and CONTRACTOR'S RID ITEM LIST Attachment 3 pDfieocn CR 512 Phase III Roadway lm trovements - Revised July 21 , 2006 ptiliq' Relocations31-Jul-06 LABOR COS"IS MA"I TRIAL COSTS Bid Item Estimated Unit of Labor Unit 'TotalLabor Material Unit Total Material Description Quantitv Measure Price Price Price Price Bid Item U-19 - Potable Water Main 12" DIP 216 LF Install 12" DIP Water Main 216.0 LF $ 1850 53 ,996.00 16. 19 3,497 .04 Install Mechanical Restraint Joint on Existing 10'-12" Main 12.0 EA S333A0 53,996.00 46. 10 553 .20 Make Connection to Existing Main 1 .0 EA 5795.00 5795.00 175 .00 175.00 23 Test Holes/Potholes 1 EA S200.00 5200.00 0.00 Bid Item U-20 - Potable Water Main 12" HDPE (Directional 1150 LF 04e Install 12" HDPE Horizontal Directional Drill 1 , 150.0 LF $32.00 $36,800.00 32 .90 37,835.00 O6 Install Mechanical Restrained Joint Fittings 0.65 ION 57 ,665.00 $1 ,082 .25 3,500.00 2,275 .00 7b Install Mechanical Restraint Joint on Existing 10'- 12" Main 4.0 EA $500.001 $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 Juniper 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 3,528.00 21b Install 2" 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 Blow-off 1 EA $700.00 $700.00 470.00 470.00 28 Install Sample Point 2 EA 585.00 $ 170.00 75.00 150A0 Rid Item U-21 - Fire Hydrant Assembly I EA 20b Install Fire Hydrant Assembly with tee and 6" Gate Valve 1 EA $775 .001 $775.00 2, 130.00 2, 130.00 Bid Item U-22 - Fire Hydrant Assembly Relocation I EA 20a Relocate Fire hydrant Assembly with tee and 6" Gate Valve 4 EA $416.00 $ 1 ,664.00 1 ,046-004, 184.00 Bid Item U-23 - Valve Potable Water 8" Gate 1 EA !I! 17d 8" Gate Valve Complete I FA $420.00 $420.00 1 ,046.00 1 ,046.00 Bid Item U-24 - Valve Potable Water 12" Gate 3 EA 17f Install 12" NRS Gate Valve & Box 3 EA 5545 .00 $ 1 ,635.00 1 ,764.00 5,292 .00 * Note* (2) 12" gale valves were already included in U-20 Bid Item U-25 Potable Water Main Adjustment Assembly 6" DIP (include (4) 45 Bend) I EA 05b Install 6" HDPE by Open Cut 20.0 LF $80.00 51 ,600.00 12 .75 255 .00 O6 Install Mechanical Restrained Joint Fittings 0.25 TON SI ,665.00 5416.25 3,500.00 875 .00 07a Install Mechanical Restrained Joints on Existing 3 "- 8" Main 2 EA 5333.00 $666.00 36. 11 72 .22 09 Make Connection to Existing Main 2 .0 EA 5795.00 51 ,590.00 1 ,500.00 3 ,000.00 23 "fest Holes/Potholes 2 EA $200.00 $400.00 0.00 Bid Item I1-26 Potable Water Main Adjustment Assembly 12" 4 EA DIP (include (4) 45 Bend) 05c Install 12" HDPE by Open Cut 104.0 LF $95.00 $9,880.00 32.90 3,421 .60 06 Install Mechanical Restrained Joint Fittings 2 .60 TON $ 1 ,665.00 $4,329.00 3,500.00 9, 100.00 7b Install Mechanical Restraint Joint on Existing 10'-12" Main 89 EA $500.00 $4,000.00 55.00 440.00 O9 Make Connection to Existing Main 8.0 EA $795.00 $6,360.00 1 ,500.00 12,000.00 23 TestHoles/Potholes 8 EA 1 $200.001 $ 1600.00 0.00 i1 J Indian River Countv Department of Utilities COST ESTIMATE and CONTRACTOR'S BID ITEM LISTAttachment +��� � �} Project: CR 512 Phase III Roadway Improvements - Revised July 21 2006 1, 1. 1, Descri pion: Utility Relocations 31-Jul-06 LAROR COS'T'S MATERIAL COSTS Bid Bid Item Estimated Unit of Labor Unil Total Labor Material Unit Total Material Item No. Description Quantity Measure Price Price Price Price Bid Item U-27 Potable Water Main Adjustment Assembly 16" 1 EA DIP (include (4) 45 Bend) 05f Install 16" 1IDPE by Open Cut 26.0 LF $ 100.00 $2,600.00 57.94 1 ,506.44 06 Install Mechanical Restrained Joint Fittings 1 .06 TON $ 1 ,665 .00 $ 1 ,764.90 3,500.00 3,710.00 7c Install Mechanical Restraint Joint on Existing 16" Main 2.0 EA S55200 $ 1 , 100.00 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 Test Holes/Potholes 2 EA $200.00 $400.00 0.00 Bid Item U-28 Potable Water Main Adjustment Assembly 20" DIP (include (4) 45 Bend) 2 EA 052 Install 20" HDPF. by Open Cut 60.0 LF $ 105.00 $6,300.00 79.25 4,755 .00 06 Install Mechanical Restrained Joint Fittings 1 .60 TON $ 1 ,665.00 $2,664.00 3,500.00 5,600.00 7d Install Mechanical Restraint Joint on Existing 20" Main 4.0 EA $600.00 $2,400.00 55 .00 220.00 09 Make Connection to Existing Main 4.0 EA $795 .00 $3, 180.00 1 ,500.00 6,000.00 23 Test Holes/Potholes 4 EA S200.00 $800.00 0.00 Bid Item IJ-29 - 20" x 8" Wet Tap w/ Valve & Box 1 EA 12e Stainless Steel Run 16" - 24" 1 EA $900.00 $900.00 4,574.00 4,574.00 13g Tap 20" Main 1 EA $ 1 ,200.00 $ 1 ,200.00 1 ,600.00 1 ,600.00 23 TestHoles/Potholes 2 EA $200.001 $400.00 0.00 45 Install Asphalt Cement Replacement over FnII 'IFench Width 400 SY $20.00 S8,00000 6.39 2,556.00 46 Remove, Dispose of and Replace Rock Base 400 SY $ 10.00 54,000.00 10.00 4,000.00 47 Rcmove, Dispose of and replace Stab. Subgrade 400 SY S6.00 52,400.00 6.00 2,400.00 60b Sod and topsoil 710 SY $6.00 $4,260.00 2 .65 1 ,881 .50 76 Record Drawings 1 LS S5 ,000.00 $5,000.00 0.00 0.00 Subtotal Subtotal Labor 5234,476.75 $229,662 .27 Subtotal Subtotal labor, Mob., Demob., MOT, Materials, & Permitting 5248,545 .36 Force Acent. IRCDUS Contingency Account for additional MOT Devices as I Allowance 10% 524,854.54 Required by Owner and General Contractor SubTotal abor Cost $273,399.89 Subtotal Material Casts $229,662.27 TOTAL PROJECT COST $503,062.16 WORK AUTHORIZATION DIRECTIVE No. 2005-030 IRC — CR 512 ADDITIONAL UTILITY CONFLICTS RESOLUTION, PLUS CR 510 UTILITY CONFLICTS RESOLUTION DATE OF ISSUANCE : August 22 , 2006 EFFECTIVE DATE: August 22, 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 on CR 512 COUNTY UTILITY PROJECT NO. : UCP #2837 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 utility conflicts U- 3,4,5 ,6,7,8,9, 10, 11 , 12, 13 , 14, 15 , 16, 18, 19, 207 217 22, 23, 24, 25, 26, 27, 28, and 29 and also includes those items approved for Work Authorization No. 2006-029 on July 18, 2006 FOR $221 ,864 .32 . Also included are utility conflict resolutions for CR 510 Purpose of Work Authorization Directive: To eliminate utility conflicts with proposed drainage improvements (Construction Plans showing extent of work are on file in the Utilities Department) Method of determining Contract Price : El 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 = $ 122, 006 .74 Estimated Contract Time: 30 days Total Estimated Labor Costs= 1�� "�? ri "Y� s • ACCEPTED : RECOM NDED : APPROVED By: By: The Dar lla Companies Gordon E. Spa ks, P. E . n Agt]t1t�r R tiNeubGr , Labor Contractor Environmental Engineer TV, 'IAN Date: dlo Date: 2 O /p Date i�ylg8�22f�6 Attachment 4 F.AUtilitiesVUTILITY - ENGINEERINCTrojecls - Utility Construction PermitsVIRC - CR 512 and CR 510 Roadway Inprovements - Utility Conflicts UCP #2837AA - Work Authorization No. 2005-030 Attachment 4.doe