|
SUMMARY OF PAY ITEMS EARTHWORK PAY ITEM FOOTNOTES :
<br /> BID DESCRIPTION
<br /> ITEM NO, UNIT QUANTITY OSLO ROAD :
<br /> 1 - B Z LS I
<br /> RDW Y EXC FILL
<br /> STATION q 102- 70- 11 ALL TEMPORARY BARRIER WALL THAT THE CONTRACTOR
<br /> DEEMS NECESSARY TO IMPLEMENT A
<br /> / 102- t
<br /> VIDE'
<br /> AI TE ANCE OF TRAFFI 5 V A s V A MAINTENANCE OF TRAFFIC PLAN
<br /> SHALL BE INCLUDED IN PAY ITEM NO, 102- I . TEMPORARY CONCRETE
<br /> ` 102- 1 - 1 TEMPORARY PAVEMENT SY 3189 -77795- 5.16 8, 66 1 4 2,35 BARRIER
<br /> WALL ASSOCIATED WITH PAY ITEM 102- 70- 11 IS TO BE USED IN CONJUNCTION WITH THE OSLO
<br /> LJWhE#FORGEAfENYBFFKBRJ�Jw .qB- + 5. 16 183 22 1 .41 45.54 ROAD BRIDGE CONSTRUCTION.
<br /> THE COST OF TYPE "C' LIGHTS SPACED AT 50-FOOT CENTERS AND
<br /> 102- 70- 11 CONCRETE BARRIER TEMPORARY0 LF 290 + 160. 28 1 81 52. 26 IMPACT
<br /> ATTENUATORS AT EACH TERMINUS OF CONCRETE BARRIER SHALL BE INCLUDED IN THE LINEAR
<br /> 02-74- 1 BARRICADE TEMPORARY TYPE II ED 19467 2100+00 1 6 72-2;6.33 4. 51 9 ' 9 02-99
<br /> INCLUDES OVD GE,SSETTING UP AND RELOCATING B D AS DIRECTED COUNTY. Y^
<br /> 2 4 A I D P A 111
<br /> VARIABLE MESSAGE SIGN 4
<br /> 102-99 BLE ESS GE SG ED 5 212+00 1 , 31 43.52 1 ' 9 262.44 q� PAYMENT
<br /> IS PER EACH DAY WITH A MINIMUM OF ] DAYS IN ANY ONE LOCATION.
<br /> -6992
<br /> 102- 99A VARIABLE MESSAGE SIGN LS t 1 }+ 0.00 2176 .4 819.11 I ` 102- 99A COST
<br /> INCLUDES THE PURCHASE OF A NEW MESSAGE BOARD MEETING THE REQUIREMENTS OF THE INDIAN
<br /> Y W �-/�i EA 6 RIVER COUNTY SPECIFICATIONS. ALSO INCLUDES
<br /> THE SETTING UP AND RELOCATION Or THE BOARD AS
<br /> 104_11 - FL T T G TVR IDITY BAR R LF 9500 21 +93 0.00 0'0 1 .80 711 ' 41
<br /> DIRECTED BY THE COUNTY. THE NEW MESSAGE BOARD SHALL BE TRANSFERRED TO INDIAN RIVER COUNTY
<br /> 8-1 AS- B T e m ride OWNERSHIP IMMEDIATELY AFTER IT IS
<br /> NO LONGER NEEDED TO SUPPORT CONSTRUCTION WORK. COST OF THE
<br /> 110- 1 - 1 CLEARING k GRUBBING AC 10.5 End rid a MESSAGE SIGN TO INCLUDE
<br /> UP TO 4 RELOCATIONS OF THE MESSAGE SIGN. ✓J���
<br /> laB� 214+9 0.00 39. �i`"i�i. -„J
<br /> 21 + 00 0.0 16.83 110- 1 -1 COST OF CLEARING k GRUBBING TO
<br />INCLUDE THE COST OF REYiOVAL OF EXISTING IRRIGATOR
<br /> 110-6 WELLS PLUGGING WATER NON- ARTESIAN PW 1 0.00 50.00
<br /> 16+ 00 0.00 16. 1 PUMP STATIONS k MOTOR BOXES. S'DEWALKS, CURBING,
<br /> ABANDONED UTILITIES, (INCLUDING CABLES
<br /> 110-7-1 MAILBOX F RN T L EA 6 21 + 00 0. 3'78 22 356. 48 METER
<br /> VAULTS k OTHER STRUCTURES), EXISTING WALKS, RIP RAP VARIOUS TYPES OF FENCES. SEPTIC
<br /> 5 CA ATIUN I 21 + 00 5. 77 99'86 a_28 158.33 TANKS, DRAIN FIELDS,
<br />BASE MATERIAL, VEGETATION, ROOTS DRAINAGE STRUCTURES, PIPE. ANY
<br /> / 120-6- 1 EMBANKMENT Y 9, 4 2119 144.44 REWIRES SAW CUTTING.
<br /> BACKFILLING THE REMOVED EXCAVATIONS SALVAGING k TRANSPORTATION Of
<br /> l 160-4 TYPE B STABILIZATION 12 SY _ 27,131_ _ 219+ 0 8'91 293.99 4'39 76. 85
<br /> SHEET PILING k SIGNS, PLUS ALL OTHER ITEMS NECESSARY TO BE REMOVED TO CONST. PROJECT.
<br /> 2 0+ 00 10. 3 0.22
<br /> 285- 707 OPTIONAL BANE BASE GROUP 7 NY 25,114 221 +00 11 22 }65.83 37.04 110_
<br />5 COST TO INCLUDE. BUT NOT UNITED T0, ALL MATERIAL AND LABOR NECESSARY TO PLUG EXISTING
<br /> 286-1 -1 TURNOUT CONSTRUCTION ASPHALT SY 107 331.78 53.70 WELLS AS PER FOOT
<br /> SPEC n0-10.1 .
<br /> 2 + 0 8.68 1 . n0-6
<br /> 286- 1 - 2 TURNOUT CONSTRUCTION CONCRETE SY 371 209.55 2.2
<br /> 331 - 72-24 TYPE 5 ASPHALTIC CONCRETE 2 1 2 SY 41 7 22 + 00 89 191 .59 1 .55
<br /> IS E 224+00 5+00 .60 191ei 59 '4 ,05 110- 7- 1 MAILBOXES TO BE REPLACED
<br /> IN LIKE KIND. COST TO INCLUDE ALL PHASING REALLOCATIONS
<br /> 120- 4 APPROX. 2.0 FT OF SUBSOIL EXCAVATION IS REWIRED IN
<br /> SUBLATERAL CANALS k DITCHES LOCATED
<br /> 425-1 -90 IN ET MIAMI <10 EA 22 }� 9. 9 325. 12 0.00 090 UNDER
<br /> PROP. ROADWAY k DRAINAGE CULVERT IMPROVEMENTS. WHEN UNSUITABLE MATERIALS ARE
<br /> 425-1 - 351 INLETS CURB TYPE P-5 <10 EA 5 227+00 --777- 294'91 0.00 A840
<br /> ENCOUNTERED N PIPE TRENCHING. THE CONTRACTOR SHALL REMOVE THE
<br />UNSUITABLE MATERIAL
<br /> 425-1 -361 INLETS CURB TYPE P-6 <10 EA 2 217.62
<br /> 425- 1 -521 INLETS DITCH BOTTOM TYPE C'
<br /> <IO EA 11 28+00 29 17587 --u-4-g-0.62 BELOW TRENCH BOTTCM AS DIRECTED.
<br /> COST OF REPLACEMENT EMBANKMENT TO 8E INCLUDED. CONTRACTOR
<br /> 229+00 526TO COORDINATE w/ COUNTY REPRESENTATIVE PRIOR i0 EXCAVATING.
<br /> 430-11 -325 CONT. PIPE CULV.HBO 18 STORM $EWER LF 411 230+00 6 19713 0 9 1 04
<br /> 430-11 - 329 CONC. PIPE CULV. 24 STORM $EWER LF 106 1 +00 6.36 215'47 D22 120-6-1 ALL
<br /> GRADING INCLUDING FIRM GRADING TO BE INCLUDED IN THE COSI OF EXLAVATpJ k.
<br /> 4 - - 44 P S N Lf 247 19].47 30-81 -22 C R. ALUMINUM PIPE C LV.
<br /> 1 $ OR $ /�p{v� 23202 .49 150.24 EMBANKMENT. COST OF ANY ROCK REMOVAL TO BE INCLUDED IN THIS ITEM.
<br /> 430- 144- 102 ELLIPTICAL CONCRE PIPE CULVERT 14 X 23 STORM SEWER LF 576 285-707
<br /> THE LOST OF THE PRIME COAT SHALL BE INCLUDED IN THE PRICE OF THE BASE.
<br /> 286-1 - 1 THE COST OF ASPHALTIC TURNOUT CONSTRUCTION SHALL INCLUDE
<br /> 2' TYPE S ASPHALTIC
<br /> 4}0-620- 38 CMP FLASHBOARD RISER 36 EA 1 SUBTOTAL CONCRETE. i BASE
<br /> MATERIAL, EARTHWORK. GRADING. k ALL INCIDENTAL WORK NECESSARY
<br /> 430-982-225 MITERED END SECTION 18 CROSS DRAIN EA 1 4420 3931
<br /> 430-982-402 MITERED END SECTION 14 x 23 ERCP CROSS GRAIN EA 2
<br /> VOLUMES
<br /> (CY) FOR CONSTRUCTION.
<br /> 430-984- 225 MITERED END SECTION 18RCP SIDE DRAIN EA 1 43RD AVENUE : 286-1
<br />-2 THE COST OF CONCRETE TURNOUT CONSTRUCTION SHALL INCLUDE 6" CONCRETE. EARTHWORK,
<br /> NC.
<br /> 520- 1 -10 COCURB k GUTTER TYPE F LF 1 ,266 GRADING, AND ALL
<br /> INCIDENTAL WORK NECESSARY FOR CONSTRUCTION.
<br /> 520- 2- 4 CONC. CURB TYPED LF 107
<br /> 520- 4 SPECIAL CONCRETE GUTTER MISTATION As Vc As VcAMI LF 1 ,285 ROW E%C FILL
<br /> 331 -72-24 THE TACK COAT SHALL BE INCLUDED IN THE COST Of TYPE S ASPHALTIC CONCRETE.
<br /> 522- 1 CONCRETE SIDEWALK 4 THICK SY 209 + 4,}726 6 522-1 PEDESTRIAN RAMPS
<br /> TO BE INCLUDED IN PRICE OF SIDEWALK.
<br /> 530-3- 4 RIPRAP RUBBLE ROADWAY DITCH LINING TN 102.4 + 327 IOU ALL
<br /> SIDEWALK JOINTS ARE TO BE SAWCUT AS PER FOOT SPECIFICATION. TOOLED JOINTS
<br /> 536- 1 - 1 - GUARDRAIL ROADWAY LF 1 ,592 + 1 89 - 228 5].8 WILL NOT
<br /> BE PERMITTED.
<br /> 536-2 GUARDRAIL SHOP - BENT PANELS LF 170 + 45. 7 6 146.8 530-3_4 COST
<br /> OF RUBBLE TO INCLUDE COST AND PLACEMENT OF MIRAFI FABRIC UNOERLAYMENT.
<br /> 536-6 1 END ANCHORAGE ASSEMBLIES TYPE It EA 5 + 19.8 373.8
<br /> 5.90
<br /> 536- 7 SPECIAL GUARDRAIL POST EA 15 5.6 575- 1-1 THE COST CI SODDING SHALL
<br /> INCLUDE 500, FERTILIZER, MOWING, WATER, TOOLS EQUIPMENT, LABOR,
<br /> 09+ 00 6 26. 75 AND ALL INCIDENTAL ITEMS NECESSARY.
<br /> 536- 85 END ANCHORAGE ASSEMBLIES TYPE MELT EA 3 0.1 694. -
<br /> 310+ 0.01 14.94
<br /> 536- 86 EN ANCHORAGE ASSEMBLIES TYPE ET-2000 EA 6 11 + 0.53 SIA 11 7 436-9--, -
<br /> 700-46-n ALL DEPARTMENT AGNS REMOVED SHALL BE TURNED OVER TO INDIAN RIVER COUNTY ROADS k BRIDGE
<br /> 575-1 -1 SODDING BAHIA SY 31 .050 1 + 0. 9 23'8 11.13 1 . DEPARTMENT.
<br /> /�
<br /> 530- 1 -12 UNDERGROUND CONDUIT 2 LF 220 ---TT+-00 O 28. 2 I I 505.7 / 730- B8
<br /> COST TO INCLUDE, BUT NOT UNITED TO^ALL A P IE MINCES NE ES AR TO RAE ANO MAINTA� IN
<br /> 635- 40- PULL AND JUNCTION BOXES EA 2 7.77 253.1 ``
<br /> ]00- 40-Ot SIGN SINGLE POST EA 14 1 +40 0. 6 1 p TEMPORARY PUMPING
<br /> SYSTEM AS WELL AS NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR
<br /> 7DO-46-11 SIGN EXISTING REMOVE INTE NSTALLATON. PUMPING SYSTEM SMALL HAVE
<br /> A MINIMUM CAPACITY OF 11,000 GPM.
<br /> EA 403-14430- 0. 16.53
<br /> 706-3 REFLECTIVE PAVEMENT MARKERS EA 400 I +00 0'0 17.60 98' 1511-120
<br /> IME WANTTV OF DUCTILE IRON FITTINGS TO BE MEASURED FOR PAYMENT UNDER THIS ITEM SHALL BE
<br /> 711 -4 DIRECTIONAL ARROWS THERMOPLASTIC EA 25 1 + 9 4'9 1048 468.0 1611 -140 ACTUAL
<br /> WEIGHT OF PITTINGS INSTALLED, THE WEIGHT OF GLANDS. CASKETS, NUTS, WASHERS, BOLTS, AND
<br /> 711 -33 6 TRAFFIC $KIP WHITE THERMOPLASTIC LF 1 455 1 + --o-7-4 17,3 662 285.0
<br /> OTHER ACCESSORIES WILL NOT BE MEASURED FOR PAYMENT AND SHALL BE INCLUDED IN THE COST OF
<br /> 711 -34 5" TRAFFIC SKIP YELLOW THERMOPLASTIC LF 458 18+ 1 . 39.0 2.54 T52-7-- THE
<br /> FITTING THE WEIGHT OF DUCTILE IRON FITTINGS SHALL BE AS PUBLISHED IN ANSI/AWWA C11O/A21 .10
<br /> 711 -35_61 6 WHITE THERMOPLASTIC LF 10,628 19+00 1 44 21.5 90248 ///rte^
<br /> FOR STANDARD FITTINGS.
<br /> 370-+00 0.86 802 65.0 J 1513-120-3 1 COST OF PIPE TO INCLUDE. BUT NOT
<br /> UNTIED T0, RESTRAINTS. uEGALUCS, ACCESSORIES
<br /> / 711 -}5-181 18 WHITE THERMOPLASTIC LF 378 - 3T1765- 4. 1 . 10 1/
<br /> 1 711 -35-241 24 WHITE THERMOPLASTIC LF 164 + 2 9 119.3 089 33.1 1513-120-313
<br /> \TO TIE INTO EXISTING PIPE. TESTING, TEMP. JUMPER AND ALL LABOR INCIDENTAL TO INSTALLATION.
<br /> (j 711 -36-61 6- YELLOW THERMOPLASTIC 110.4 24.9 1513- 160-316 /
<br /> LF 11 703 +00 4. 42.} 60 4. 161}-140-118
<br /> 711 -36-181 TE YELLOW PUMPING
<br /> LP 640 1 + 0 4, 1 ( 1613- 140-126
<br /> 7}0-Bg TEMPORARY PUMPING SYSTEM SUBTOTAL ` 1621-140-126
<br /> 1500-900 FORCE MAIN REMOVAL 20 OR LESS LF 200 VOLUMES (CY) 892 5221
<br /> -
<br /> 1511 -120 $EWER DIP FITTING STANDARD TN 1 1542-116 COST OF VALVE BOX M!0
<br /> VALVE NUT RISERS TO BE INCLUDED IN C05i OF VALVE.
<br /> 1513-120-3 10 DIP F.M. LF 199 TOTAL 5312 9152
<br /> 642-11 11 _8
<br /> 151 -120-313 4 DIP F.M. LF 80 VOLUMES (CV) 1500-900 COST TO INCLUDE
<br /> REMOVAL AND PROPER DISPOSAL OF ALL ITEMS REMOVED.
<br /> 1513-160-316 1 PVC P.M. LF 1 553 16aD-9an-..
<br /> 1542- 116 TA CA SLEEVALVE
<br /> A 1 e_ �
<br /> 1543- 111 - 109 TAPPING SLEEVE ANO VALVE lO X B EA 1 ` 1543-111 -109 )
<br />INCLUDES COST OF TAP, SLEEVE, VALVE. VALVE BOX, MATERIALS INCIDENTAL TO WORK AND ALL LABOR.
<br /> 16DO-900 WATERMAIN REMOVAL 20 OR LESS LF 175 rNf���� 1635-141-344
<br /> 1611-140 WATER IP FITTING STANDARD TN 1 .8 Nv�iV1 16
<br /> 1613-140-118 8 DIP W.M. LF 30 102-1 COST OF MAINTENANCE OF TRAFFIC SHALL INCLUDE BUT NOT BE
<br />LIMITED TO TEMP. BARRIER COST TO INCLUDE VALVE NUT RISERS WHERE NEEDED.
<br /> 1613- 140-126 20 DIP W.M. LF 202 WALL ( EXCLUDING BRIDGE PHASING), CONSTRUCTION SIGNS. TEMPORARY
<br /> REFLECTIVE 1644-800 COST TO INCLUDE REMOVAL OF EXISTING HYDRANT k ASSOCIATED PIPE. ALL LABOR, MATERIAL.
<br /> 1619- 1 SAMPLE PANTS EA 3 PAVEMENT MARKERS. TEMPORARY PAVEMENT MARKINGS, INCIDENTAL TEMPORARY
<br /> k INCIDENTAL ITEMS NECESSARY TO REMOVE k CAP AND RETAINING RODS SECURED
<br /> 1621 - 140-126 20 DIP W.M. FLANGED JOINT LF 80 PAVEMENT (EXCLUDING THAT NEEDED FOR OSLO RD.
<br /> BY-PASS ROAD), DUST CONTROL AND FOR RELOCATION.
<br /> 1635-141 -}H TAPPING AEEVE AND VALVE 20 X 18 EA 2 "� ALL ITEMS NECESSARY TO MEET THE MAINTENANCE
<br /> OF TRAFFIC REQUIREMENTS IF THE
<br /> 1642-111 -8 8 GATE VALVE EA 1 FLORIDA DEPARTMENT OF TRANSPORTATION AS PRESCRIBED IN SECTION
<br /> 600 OF THE 1644-900 COST TO INCLUDE ALL LABOR, MATERIAL, k INCIDENTAL ITEMS NECESSARY TO REMOVE k CAP
<br /> - 00 VALVE: B D T Y E FOOT STANDARD INDEXES. ALSO INCLUDES PROVIDING FOR ADEQUATE AND
<br /> PROPER EXISTING HYDRANT BACK TO VALVE.
<br /> 1644-8 RA T ELOCATE A 2 DRAINAGE DURRINC THE PROCESS OF ME WORK. 1647-1
<br />-215 COST TO INCLUDE VALVE, UTILITY BOX AND ALL INCIDENTAL ITEMS REWIRED FOR INSTALLATION.
<br /> 1644-900 FIRE HYDRANELEASET REMOVAL EA 2 102-t-1 COST OF TEMPORARY PAVEMENT ALOIN OAO OA
<br /> STALL INCLUDE 1' TYPE S ASPHALTIC 1648-100 COST OF ALL LABOR MATERIALS NECESSARY FOR LINE STOP INSTALLATION.
<br /> 1647-1 - 216 AIR RELEASE ASSEMBLY 6 BELOW GR ND CONCRETE . B' C000INA BASE MATERIAL. EARTHWORK
<br /> GRADING k REMOVAL OF ASPHALT,
<br /> 1648- 100 20 LINE STOP EA 1 �' 1649- 800 LOST TO INCLUDE COST
<br /> OF BOX. ALL PIPE. ALL CONNECTIONS, AND ANY
<br /> 1649- 800 WATER METER RELOCATE BASE. EMBANKMENT AND INCIDENTAL WORK NECESSARY FOR CONSTRUCTION.
<br /> EA I INCIDENTAL MATERIALS NECESSARY TO RELOCATE MID BRING INTO OPERATION.
<br /> 1592- 1 -26 MECHANICAL JOINT RESiRMNTS 10 PM EA 5 102-I0 TO BE UTILIZED RE WRING REPRESENTATIVE.
<br /> MAINTENANCE OF TRAFFIC UPON DIRECTION OF COUNTY 1692-1 -20 COST TO INCLUDE.
<br /> BUT NOT LIMITED TO, ALL MATERIAL AND LABOR NECESSARY TO INSTALL
<br /> 1692- 1 -26 MECHANICAL JOINT RESTRMNT$ 20
<br /> WIN
<br /> EA 9 OR COUNTY REPRESENTATIVE. 1692-1 -26 MECHANICAL RESTRAINTS.
<br /> • R E V I S I ONS 2M/aW RAN: Cn to APPROVED FOR 50u c.
<br /> ��T
<br /> DATE BY DESCRIPTION DATE BY DESCRWTION KIMIEY-HORNBYo OSLO
<br /> ROAD 43RD AVENUE
<br /> sns/^J .BP Mmltsn uTurr AT gRIQQ, Ao.Ms1E0 PAYED SHLgt. WIDTH OMpwWnanJ o/ h(WF Wwb ❑_
<br />❑ N.T.S. NO.
<br /> AND Amro TOW. Rowr AT EAST FHo a Dao. .Mn... M. tM»s, ic, aY�tl r r SM e�„�;,
<br /> ,� quwNG No. SUMMARY OF PAY ITEMS
<br /> /T ryt DNrnpwA a4 AWInV A4�+aDW „�"�"�M77 �, ^�^^�"� L 494DODOUANT 2
<br /> O RSNn-Ilan �M Awdaty we laoy DATE
<br />
|