ea 36600 interchange, signal - caltrans 36600 interchange, signal ea 36600 interchange, ... 130500...

EA 36600 Interchange, Signal


SECTION 1: EARTHWORK

Item code Unit Quant ity Unit Price ($) Cost160101 Clearing & Grubbing LS 1 x 2,000.00 = 2,000$ 170101 Develop Wat er Supply LS x = -$ 190101 Roadway Excavat ion CY x = -$ 190103 Roadway Excavat ion (Type Y) ADL CY x = -$ 190105 Roadway Excavat ion (Type Z-2) ADL CY x = -$ 192037 St ruct ure Excavat ion (Ret aining Wall) CY x = -$ 193013 St ruct ure Backf ill (Ret aining Wall) CY x = -$ 193031 Pervious Backf ill Mat erial (Ret aining Wall) CY x = -$ 194001 Dit ch Excavat ion CY x = -$ 198001 Impored Borrow CY 275,000 x 25.00 = 6,875,000$ 198007 Import ed Mat erial (Shoulder Backing) TON 1,530 x 42.00 = 64,260$ XXXXXX Some It em x = -$

6,941,300$

SECTION 2: PAVEMENT STRUCTURAL SECTION

Item code Unit Quant ity Unit Price ($) Cost150771 Remove Asphalt Concret e Dike LF x = -$ 150860 Remove Base and Surfacing CY x = -$ 153103 Cold Plane Asphalt Concret e Pavement SQYD 543 x 10.00 = 5,430$ 1532XX Remove Concret e ( t ype) CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY 33,200 x 50.00 = 1,660,000$ 290201 Asphalt Treat ed Permeable Base CY x = -$ 365001 Sand Cover TON x = -$ 374002 Asphalt ic Emulsion (Fog Seal Coat ) TON 8 x 1,000.00 = 8,000$ 216,000

374492 Asphalt ic Emulsion (Polymer Modif ied) TON x = -$ 3750XX Screenings (Type XX) TON x = -$ 377501 Slurry Seal TON x = -$ 390095 Replace Asphalt Concret e Surfacing CY x = -$ 390132 Hot Mix Asphalt (Type A) , St age-1 TON 4,900 x 106.00 = 519,400$ 390136 Minor Hot Mix Asphalt TON x = -$ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON 25,500 x 160.00 = 4,080,000$ 390138 Rubberized Hot Mix Asphalt (Open Graded) TON 5,660 x 160.00 = 905,600$ 393003 Geosynt het ic Pavement Int erlayer SQYD 1,085 x 6.00 = 6,510$

394055 A Shoulder Rumber St rip(d=0.31" Indent at ion) STA 48 x 20.00 = 960$ 394056 A Median Rumber St rip (d=0.63" Indent at ion) STA 74 x 20.00 = 1,480$ 394071 Place Hot Mix Asphalt Dike (Type A) LF 1,480 x 5.00 = 7,400$ 394090 Place Hot Mix Asphalt (Misc. Area) SQYD x = -$ 397005 Tack Coat TON 16 x 1,000.00 = 16,000$ 401000 Concret e Pavement CY x = -$ 401108 Replace Concret e Pavement (Rapid St rengt h Conc CY x = -$ 404092 Seal Pavement Joint LF x = -$ 404094 Seal Longit udinal Isolat ion Joint LF x = -$

413112A Repair Spalled Joint s (Polyest er Grout ) SQYD x = -$ 413115 Seal Exist ing Concret e Pavement Joint LF x = -$ 420102 Groove Exist ing Concret e Pavement SQYD x = -$ 420201 Grind Exist ing Concret e Pavement SQYD x = -$ 731502 Minor Concret e (Misc. Const ) CY x = -$ 731530 Minor Concret e (Text ured Paving) SQFT x = -$ XXXXXX Some It em x = -$

7,210,800$ TOTAL STRUCTURAL SECTION ITEMS

TOTAL EARTHWORK SECTION ITEMS



Attachment B

SECTION 3: DRAINAGE

Item code Unit Quant ity Unit Price ($) Cost150206 Abandon Culvert LF x = -$ 150805 Remove Culvert LF x = -$ 150820 Modify Inlet EA x = -$ 152430 Adjust Inlet LF x = -$ 155003 Cap Inlet EA x = -$ 193114 Sand Backf ill CY x = -$ 510502 Minor Concret e (Minor St ruct ure) CY x = -$ 510512 Minor Concret e (Box Culvert ) CY x = -$ 62XXXX XXX" APC Pipe LF x = -$ 64XXXX XXX" Plast ic Pipe LF x = -$ 65XXXX XXX" RCP Pipe LF x = -$ 66XXXX XXX" CSP Pipe LF x = -$ 68XXXX Edge Drain LF x = -$ 69XXXX XXX" Pipe Downdrain LF x = -$ 70XXXX XXX" Pipe Inlet LF x = -$ 70XXXX XXX" Pipe Riser LF x = -$ 70XXXX XXX" Flared End Sect ion EA x = -$ 703233 Grat ed Line Drain LF x = -$ 72XXXX Rock Slope Prot ect ion (Type and Met hod) CY x = -$ 721420 Concret e (Dit ch Lining) CY x = -$ 721430 Concret e (Channel Lining) CY x = -$ 729010 Rock Slope Prot ect ion Fabric SQYD x = -$ 750001 Miscellaneous Iron and St eel LB x = -$ XXXXXX Addit ional Drainage LS x = -$ XXXXXX Drainage Facilit ies LS 1 x 100,000.00 = 100,000$

100,000$

SECTION 4: SPECIALTY ITEMS

Item code Unit Quant ity Unit Price ($) Cost027928 Filt er Fabric (Drainage Wick) SQYD 92,000 x 1.75 = 161,000$080050 Progress Schedule (Crit ical Pat h Met hod) LS 1 x 5,000.00 = $ 5 ,000 150662 Remove Met al Beam Guard Railing LF x = $ - 150668 Remove Terminal Syst ems EA x = -$ 1532XX Remove Barrier ( Insert Type) LF x = -$ 153250 Remove Sound Wall SQFT x = -$ 190110 Lead Compliance Plan LS x = $ - 49XXXX CIDH Concret e Piling ( Insert Diamet er) LF x = -$ 510060 St ruct ural Concret e (Ret aining Wall) CY x = -$ 510133 Class 2 Concret e (Ret aining Wall) CY x = -$ 510524 Minor Concret e (Sound Wall) CY x = -$ 5110XX Archit ect ural Treat ment ( Insert Type) SQFT x = -$ 511048 Apply Ant i-Graf f it i Coat ing SQFT x = -$ 5136XX Reinforced Concret e Crib Wall ( Insert Type) SQFT x = -$ 518002 Sound Wall (Masonry Block) SQFT x = -$ 520103 Bar Reinf . St eel (Ret aining Wall) LB x = -$ 685200 Drainage Wick LF 207,000 x 1.50 = 310,500$832006 Midwest Guardrail Syst em (MGS) LF 3,250 x 30.00 = 97,500$ 820118 Midwest Guardrail Syst em Delineat ors EA 330 x 25.00 = 8,250$839310 Double Thrie Beam Barrier LF 750 x 50.00 = 37,500$ 839521 Cable Railing LF x = -$ 839543 Transit ion Railing (Type WB-31) EA 4 x 4,600.00 = 18,400$ 8395XX Terminal Syst em (Type CAT) EA x = -$ 839584 Alt . In-Line Terminal Syst em (MGS+Thrie) EA 4 x 3,500.00 = 14,000$ 8395XX End Anchor Assembly ( Insert Type ) EA x = -$ 839561 Rail Tensioning Assembly EA x = -$ 839XXX Crash Cushion ( Insert Type) EA x = -$ 839701 Concret e Barrier (Type 60, Median) LF 2,430 x 80.00 = 194,400$513552 Ret aining Wall (@ Jacobs Ave & Airport Rd) SQFT 500 x 300.00 = 150,000$

996,600$

TOTAL DRAINAGE ITEMS

TOTAL SPECIALTY ITEMS



Attachment B

SECTION 5: ENVIRONMENTAL

5A - ENVIRONMENTAL MITIGATIONItem code Unit Quant ity Unit Price ($) Cost

Biological Mit igat ion LS x = -$ 071325 TEMPORARY REINFORCED SILT FENCE LF x = -$ 141000 Temporary Fence (Type ESA) LF 1,600 x 6.00 = 9,600$

9,600$

5B - LANDSCAPE AND IRRIGATIONItem code Unit Quant ity Unit Price ($) Cost200001 Highway Plant ing LS x = -$ 20XXXX XXX" ( Insert Type ) Conduit (Use for Irrigat ion x-overs) LF x = -$ 20XXXX Ext end XXX" ( Insert Type) Conduit LF x = -$ 201700 Import ed Topsoil CY x = -$ 2030XX Erosion Cont rol (Type __) SQYD 48,400 x 3.10 = 150,040$ 203021 Fiber Rolls LF x = -$ 203026 Move In/ Move Out (Erosion Cont rol) EA x = -$ 204099 Plant Est ablishment Work LS x = -$ 204101 Ext end Plant Est ablishment (X Years) LS x = -$ 208000 Irrigat ion Syst em LS x = -$ 208304 Wat er Met er EA x = -$ 209801 Maint enance Vehicle Pullout EA x = -$ XXXXXX Replacement Plant ing LS 1 x 100,000.00 = 100,000$

250,040$

5C - NPDESItem code Unit Quant ity Unit Price ($) Cost130100 Job Sit e Management LS 1 x 9,000.00 = 9,000$ 130200 Prepare WPCP LS x = -$ 130300 Prepare SWPPP LS 1 x 8,400.00 = 8,400$ 130500 Temporary Erosion Cont rol Blanket SQYD 500 x 7.00 = 3,500$ 130505 Move In/ Move Out (Temporary Erosion Cont rol) EA x = -$ 130510 Temporary Mulch SQYD 100 x 65.00 = 6,500$ 130570 Temporary Cover SQYD x = -$ 130610 Temporary Check Dam LF x = -$ 130620 Temp. Drainage Inlet Prot ect ion EA 4 x 300.00 = 1,200$ 130640 Temporary Fiber Roll LF 5,600 x 8.00 = 44,800$ 130710 Temporary Const ruct ion Ent rance/ Exit EA 2 x 3,500.00 = 7,000$ 130730 St reet Sweeping LS 1 x 2,200.00 = 2,200$ 130900 Temporary Concret e Washout Facilit y EA 3 x 3,500.00 = 10,500$

Supplemental Work for NPDES (These cost s are not account ed in t ot al here but under Supplement al Work on sheet 7 of 11) .

066595 Wat er Pollut ion Cont rol Maint enance Sharing* LS 1 x 1,100.00 = 1,100$ 066596 Addit ional Wat er Pollut ion Cont rol* * LS 1 x 1,100.00 = 1,100$ 066597 St orm Wat er Sampling and Analysis** * LS 1 x 204,000.00 = 204,000$ XXXXXX Some It em

93,100$

*** Applies only t o project wit h SWPPPs.

TOTAL ENVIRONMENTAL 352,800$

**Applies t o bot h SWPPPs and WPCP project s.

Subt ot al NPDES (Wit hout Supplement al Work)

Subt ot al Environment al

Subt ot al Landscape and Irrigat ion

*Applies t o all SWPPPs and t hose WPCPs wit h sediment cont rol or soil st abilizat ion BMPs.



Attachment B

SECTION 6: TRAFFIC ITEMS

6A - Traffic Electrical

Item code Unit Quant ity Unit Price ($) Cost150760 Remove Sign St ruct ure EA x = -$ 151581 Reconst ruct Sign St ruct ure EA x = -$ 152641 Modify Sign St ruct ure EA x = -$ 5602XX Furnish Sign St ruct ure LB x = -$ 5602XX Inst all Sign St ruct ure LB x = -$ 56XXXX XXX" CIDHC Pile (Sign Foundat ion) LF x = -$

860090 Maint ain Exist ing Traf f ic Management Syst em Element s During Const ruct ion

LS x = -$

860810 Induct ive Loop Det ect ors EA x = -$ 86055X Light ing & Sign Illuminat ion EA 8 x 30,000.00 = 240,000$ 8607XX Int erconnect ion Facilit ies LS x = -$ 8609XX Traf f ic Monit oring St at ions LS x = -$ 860XXX Traf f ic Signals & Light ing LS 1 x 250,000.00 = 250,000$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 86XXXX Fiber Opt ic Conduit Syst em LS x = -$ XXXXX Some It em

490,000$

6B - Traffic Signing and Striping

Item code Unit Quant ity Unit Price ($) Cost120090 Const ruct ion Area Signs LS 1 x 10,000.00 = 10,000$ 150701 Remove Yellow Paint ed Traf f ic St ripe LF x = -$ 150710 Remove Traf f ic St ripe LF x = -$ 150713 Remove Pavement Marking SQFT x = -$ 150742 Remove Roadside Sign EA x = -$ 152320 Reset Roadside Sign EA x = -$ 152390 Relocat e Roadside Sign EA x = -$ 566011 Roadside Sign (One Post ) EA x = -$ 566012 Roadside Sign (Two Post ) EA x = -$ 560XXX Furnish Sign Panels SQFT x = -$ 82010X Delineat or (Class X) EA x = -$ 840504 4" Thermoplast ic Pavement St ripe LS 25,100 x 1.00 = 25,100$ 840505 6" Thermoplast ic Pavement St ripe LS 12,500 x 2.00 = 25,000$ 840506 8" Thermoplast ic Pavement St ripe LS 2,450 x 2.50 = 6,125$ 840515 Thrmoplast ic Pavement Marking SQFT 1,050 x 8.00 = 8,400$ 850111 Pavement Marker (Ret roref lect ive) EA 2,080 x 5.00 = 10,400$

85,025$

6C - Stage Construct ion and Traffic Handling

Item code Unit Quant ity Unit Price ($) Cost120100 Traf f ic Cont rol Syst em LS 1 x 500,000.00 = 500,000$ 120120 Type III Barricade EA x = -$ 120149 Temporary Traf f ic Markings (Paint ) SQFT 770 x 10.00 = 7,700$ 120159 Temporary Traf f ic St ripe (Paint ) LF 63,000 x 0.50 = 31,500$ 120165 Channelizer (Surface Mount ed) EA 20 x 40.00 = 800$ 128650 Port able Changeable Message Signs EA 6 x 5,000.00 = 30,000$ 129000 Temporary Railing (Type K) LF 2,510 x 60.00 = 150,600$

129115 A Temp. Crash Cushion Syst em EA 4 x 4,000.00 = 16,000$ 129099A Traf f ic Plast ic Drum EA x = -$ 839603A Temporary Crash Cushion (ADIEM) EA x = -$ XXXXXX Some It em

736,600$

1,311,700$

Subt ot al Traf f ic Elect rical

Subt ot al Traf f ic Signing and St riping

Subt ot al St age Const ruct ion and Traf f ic Handling

TOTAL TRAFFIC ITEMS



Attachment B

SECTION 7: DETOURS

Item code Unit Quant ity Unit Price ($) Cost0713XX Temporary Fence (Type X) LF x = -$ 07XXXX Temporary Drainage LS x = -$ 120143 Temporary Pavement Delineat ion LF x = -$ 1286XX Temporary Signals EA x = -$ 129000 Temporary Railing (Type K) LF x = -$ 190101 Roadway Excavat ion CY x = -$ 198001 Import ed Borrow CY x = -$ 198050 Embankment CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY x = -$ 390132 Hot Mix Asphalt (Type A) TON x = -$ XXXXXX Some It em LS x = -$

-$

SUBTOTAL SECTIONS 1-7 16,913,200$

SECTION 8: MINOR ITEMS

8A - Americans with Disabilit ies Act ItemsADA It ems 0.0% -$

8B - Bike Path ItemsBike Pat h It ems 0.0% -$

8C - Other Minor ItemsOt her Minor It ems 5.0% 845,660$

Tot al of Sect ion 1-7 $ 16,913,200 x 5 .0% = 845,660$

845,700$

SECTIONS 9: MOBILIZATION

Item code

999990 Tot al Sect ion 1-8 $ 17,758,900 x 10% = 1,775,890$

1,775,900$

SECTION 10: SUPPLEMENTAL WORK

Item code Unit Quant ity Unit Price ($) Cost066015 Federal Trainee Program LS x = -$ 066063 Traf f ic Management Plan-Public Informat ion LS x = -$ 066090 Maint ain Traf f ic LS 1 x 320,000.00 = 320,000$066094 Value Analysis LS x = -$ 066204 Remove Rock & Debris LS x = -$ 066222 Locat e Exist ing Cross-Over LS x = -$ 066670 Payment Adjust ment s - Price Index Fluct uat ions LS 1 x 76,000.00 = 76,000$ 066700 Part nering LS 1 x 70,000.00 = 70,000$ 066866 Operat ion of Exist ing Traf f ic Management Syst e LS x = -$ 066920 Disput e Review Board LS 1 x 22,500.00 = 22,500$ XXXXXX Some It em x = -$

= 206,200$

Tot al Sect ion 1-8 $ 17,758,900 5% = 887,945$

TOTAL SUPPLEMENTAL WORK 1,582,700$

Cost of NPDES Supplement al Work specif ied in Sect ion 5C

TOTAL MINOR ITEMS

TOTAL DETOURS

TOTAL MOBILIZATION

Include const ruct ing, maint aining, and removal



Attachment B

SECTION 11: STATE FURNISHED MATERIALS AND EXPENSES

Item code Unit Quant ity Unit Price ($) Cost066063 Public Informat ion LS x = $0

066105 RE Of f ice LS 1 x 24,000.00 = $24,000066803 Padlocks LS x = $0066838 Ref lect ive Numbers and Edge Sealer LS x = $0066901 Wat er Expenses LS x = $0

066062A COZEEP Expenses LS 1 x 234,000.00 = $234,00006684X Ramp Met er Cont roller Assembly LS x = $006684X TMS Cont roller Assembly LS x = $006684X Traf f ic Signal Cont roller Assembly LS x = $0XXXXXX Some It em

Tot al Sect ion 1-8 $ 17,758,900 0% = -$

$258,000

SECTION 12: TIME-RELATED OVERHEAD

Est iamt ed Time-Releat ed Overhead (TRO) Percent age (0% t o 10%) = 5%

Item code Unit Quant ity Unit Price ($) Cost

Tot al of All Cont ract It ems Only 21,974,900$ (used t o calculat e TRO

Tot al Project Cost 25,591,500$ (used t o check if projec

070018 Time-Relat ed Overhead WD 500 X 2197.6 = $1,098,800

TOTAL TIME-RELATED OVERHEAD $1,098,800

SECTION 13: CONTINGENCY

(Pre-PSR 30%-50%, PSR 25%, Draf t PR 20%, PR 15%, af t er PR approval 10%, Final PS&E 5%)

Tot al Sect ion 1-11 $ 22,474,300 x 10% = $2,247,430

TOTAL CONTINGENCY $2,247,500

TOTAL STATE FURNISHED



Attachment B

II. STRUCTURE ITEMS

94.00 LF LF 0.00 LF69.00 LF LF 0.00 LF6486 SQFT SQFT 0 SQFT

LF LF 0.00 LF

0.00 LF 0.00 LF 0.00 LF0.00 LF 0.00 LF 0.00 LF

0 SQFT 0.00 SQFT 0.0 SQFT0.00 LF 0.00 LF 0.00 LF

Add more sheet s if needed. Call t hem 9a, 9b, 9c, …, et c

XXXXXXXXXXXXXXXXX ------ Division of St ruct ures Dat e

1St ruct ure's Est imat e includes Overhead and Mobilizat ion.

$0.00

Est imat e Prepared By:

$0.00 $0.00

$0.00

TOTAL COST OF STRUCTURES1 $4,216,000.00

$4,216,000.00TOTAL COST OF BRIDGES

TOTAL COST OF BUILDINGS

COST OF EACH STRUCTURE

Foot ing Type (pile or spread) xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxCost Per Square Foot $0.00 $0.00 $0.00

St ruct ure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxBridge Number 57-XXX 57-XXX 57-XXXName xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxDATE OF ESTIMATE 00/ 00/ 00

COST OF EACH STRUCTURE $0.00 $0.00

00/ 00/ 00 00/ 00/ 00

Cost Per Square Foot $650.00 $0.00xxxxxxxxxxxxxxxxxxx

Widt h (Feet ) [ out t o out ]Tot al Bridge Lengt h (Feet )Tot al Paint Area (Square Feet )

St ruct ure Type BOX xxxxxxxxxxxxxxxxxxxBridge Number N/ A 57-XXXBridge Name Indianola OH xxxxxxxxxxxxxxxxxxxDATE OF ESTIMATE 10/ 20/ 16 00/ 00/ 00

Bridge 1

St ruct ure Dept h (Feet )Foot ing Type (pile or spread) Pile

$4,216,000.00

Widt h (Feet ) [ out t o out ]Tot al Lengt h (Feet )Tot al Area (Square Feet )St ruct ure Dept h (Feet )



Attachment B



Attachment B

EA 0C970-Guardrail Upgrades



Item code Unit Quant ity Unit Price ($) Cost160101 Clearing & Grubbing LS 1 5,000.00 = 5,000$

Remove Tree LS 1 x 12,000.00 = 12,000$ 170101 Develop Wat er Supply LS x = -$ 190101 Roadway Excavat ion CY x = -$ 190103 Roadway Excavat ion (Type Y) ADL CY x = -$ 190105 Roadway Excavat ion (Type Z-2) ADL CY 1,509 x 300.00 = 452,700$ 192037 St ruct ure Excavat ion (Ret aining Wall) CY x = -$ 193013 St ruct ure Backf ill (Ret aining Wall) CY x = -$ 193031 Pervious Backf ill Mat erial (Ret aining Wall) CY x = -$ 194001 Dit ch Excavat ion CY x = -$ 198001 Impored Borrow CY 61 x 141.00 = 8,601$ 198007 Import ed Mat erial (Shoulder Backing) TON x = -$

198210Subgrade Enhancement GeoText ile, Class B3

SQYD 9,333 x 15.00 = 139,995$

XXXXXX Some It em x = -$

618,300$


Item code Unit Quant ity Unit Price ($) Cost150771 Remove Asphalt Concret e Dike LF x = -$ 150860 Remove Base and Surfacing CY x = -$ 153103 Cold Plane Asphalt Concret e Pavement SQYD x = -$ 1532XX Remove Concret e ( t ype) CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY 630 x 75.00 = 47,250$ 290201 Asphalt Treat ed Permeable Base CY x = -$ 365001 Sand Cover TON x = -$ 374002 Asphalt ic Emulsion (Fog Seal Coat ) TON x = -$ 374492 Asphalt ic Emulsion (Polymer Modif ied) TON x = -$ 3750XX Screenings (Type XX) TON x = -$ 377501 Slurry Seal TON x = -$ 390095 Replace Asphalt Concret e Surfacing CY x = -$ 390132 Hot Mix Asphalt (Type A) TON 3,750 x 130.00 = 487,500$ 390136 Minor Hot Mix Asphalt TON x = -$ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = -$ 390138 Rubberized Hot Mix Asphalt (Open Graded) TON x = -$ 393003 Geosynt het ic Pavement Int erlayer SQYD x = -$

394055 A Shoulder Rumber St rip(d=0.31" Indent at ion) STA x = -$ 394056 A Median Rumber St rip (d=0.63" Indent at ion) STA x = -$ 394071 Place Hot Mix Asphalt Dike (Type A) LF x = -$ 394090 Place Hot Mix Asphalt (Misc. Area) SQYD x = -$ 397005 Tack Coat TON x = -$ 401000 Concret e Pavement CY x = -$ 401108 Replace Concret e Pavement (Rapid St rengt h Conc CY x = -$ 404092 Seal Pavement Joint LF x = -$ 404094 Seal Longit udinal Isolat ion Joint LF x = -$


534,800$ TOTAL STRUCTURAL SECTION ITEMS




Attachment B

SECTION 3: DRAINAGE

Item code Unit Quantity Unit Price ($) Cost150206 Abandon Culvert LF x = -$ 150805 Remove Culvert LF x = -$ 150820 Modify Inlet EA x = -$ 152430 Adjust Inlet LF x = -$ 155003 Cap Inlet EA x = -$ 193114 Sand Backf ill CY x = -$ 510502 Minor Concret e (Minor St ruct ure) CY x = -$ 510512 Minor Concret e (Box Culvert ) CY x = -$ 62XXXX XXX" APC Pipe LF x = -$ 64XXXX XXX" Plast ic Pipe LF x = -$ 65XXXX XXX" RCP Pipe LF x = -$ 66XXXX XXX" CSP Pipe LF x = -$ 68XXXX Edge Drain LF x = -$ 69XXXX XXX" Pipe Downdrain LF x = -$ 70XXXX XXX" Pipe Inlet LF x = -$ 70XXXX XXX" Pipe Riser LF x = -$ 70XXXX XXX" Flared End Sect ion EA x = -$ 703233 Grat ed Line Drain LF x = -$ 72XXXX Rock Slope Prot ect ion (Type and Met hod) CY x = -$ 721420 Concret e (Dit ch Lining) CY x = -$ 721430 Concret e (Channel Lining) CY x = -$ 729010 Rock Slope Prot ect ion Fabric SQYD x = -$ 750001 Miscellaneous Iron and St eel LB x = -$ XXXXXX Addit ional Drainage LS x = -$ XXXXXX Drainage Facilit ies LS 1 x 50,000.00 = 50,000$

50,000$


Item code Unit Quantity Unit Price ($) Cost080050 Progress Schedule (Crit ical Pat h Met hod) LS x = $ - 150662 Remove Met al Beam Guard Railing LF 270 x 10.00 = $ 2 ,700 150668 Remove Terminal Syst ems EA x = -$ 15XXX Remove Double Thrie Beam Barrier LF 8,225 x 6.00 = 49,350$

153250 Remove Sound Wall SQFT x = -$ 190110 Lead Compliance Plan LS 1 x 3,000.00 = $ 3 ,000 49XXXX CIDH Concret e Piling ( Insert Diamet er) LF x = -$ 510060 St ruct ural Concret e (Ret aining Wall) CY x = -$ 510133 Class 2 Concret e (Ret aining Wall) CY x = -$ 510524 Minor Concret e (Sound Wall) CY x = -$ 5110XX Archit ect ural Treat ment ( Insert Type) SQFT x = -$ 511048 Apply Ant i-Graf f it i Coat ing SQFT x = -$ 5136XX Reinforced Concret e Crib Wall ( Insert Type) SQFT x = -$ 518002 Sound Wall (Masonry Block) SQFT x = -$ 520103 Bar Reinf . St eel (Ret aining Wall) LB x = -$ 685200 Drainage Wick LF x = -$ 83XXX Reconst ruct Met al Beam Guard Rail LF 600 x 20.00 = 12,000$

832006 Midwest Guardrail Syst em (MGS) LF 200 x 35.00 = 7,000$ 820118 Midwest Guardrail Syst em Delineat ors EA x = -$ 839310 Double Thrie Beam Barrier LF x = -$ 83XXXX High Tension Cable Barrier LF 12,979 x 20.00 = 259,580$ 839543 Transit ion Railing (Type WB-31) EA x = -$ 8395XX Terminal Syst em (Type CAT) EA x = -$ 839585 Alt ernat ive Flared Terminal Syst em EA 3 x 2,250.00 = 6,750$ 839584 Alt . In-Line Terminal Syst em (MGS+Thrie) EA x = -$ 8395XX End Anchor Assembly ( Insert Type ) EA x = -$ 839561 Rail Tensioning Assembly EA x = -$ 839XXX Crash Cushion ( Insert Type) EA x = -$ 832070 Veget at ion Cont rol (Minor Concret e) SQYD 5,995 x 72.00 = 431,640$

x = -$

772,100$





Attachment B


5A - ENVIRONMENTAL MITIGATIONItem code Unit Quant ity Unit Price ($) Cost071325 TEMPORARY REINFORCED SILT FENCE LF x = -$ 141000 Temporary Fence (Type ESA) LF x = -$

-$

5B - LANDSCAPE AND IRRIGATIONItem code Unit Quant ity Unit Price ($) Cost200001 Highway Plant ing LS x = -$ 20XXXX XXX" ( Insert Type ) Conduit (Use for Irrigat ion x-overs) LF x = -$ 20XXXX Ext end XXX" ( Insert Type) Conduit LF x = -$ 201700 Import ed Topsoil CY x = -$ 2030XX Erosion Cont rol (Type X) LS 1 x 20,000.00 = 20,000$ 203021 Fiber Rolls LF x = -$ 203026 Move In/ Move Out (Erosion Cont rol) EA x = -$ 204099 Plant Est ablishment Work LS x = -$ 204101 Ext end Plant Est ablishment (X Years) LS x = -$ 208000 Irrigat ion Syst em LS x = -$ 208304 Wat er Met er EA x = -$ 209801 Maint enance Vehicle Pullout EA x = -$ XXXXXX Replacement Plant ing LS x = -$

20,000$

5C - NPDESItem code Unit Quant ity Unit Price ($) Cost130100 Job Sit e Management LS 1 x 20,000.00 = 20,000$ 130200 Prepare WPCP LS 1 x 5,000.00 = 5,000$ 130300 Prepare SWPPP LS x = -$ 13XXX Temp Const ruct ion BMPs LS 1 x 15,000.00 = 15,000$

130500 Temporary Erosion Cont rol Blanket SQYD x = -$ 130505 Move In/ Move Out (Temporary Erosion Cont rol) EA x = -$ 130510 Temporary Mulch SQYD x = -$ 130570 Temporary Cover SQYD x = -$ 130610 Temporary Check Dam LF x = -$ 130620 Temp. Drainage Inlet Prot ect ion EA x = -$ 130640 Temporary Fiber Roll LF x = -$ 130710 Temporary Const ruct ion Ent rance/ Exit EA x = -$ 130730 St reet Sweeping LS x = -$ 130900 Temporary Concret e Washout Facilit y EA x = -$


066595 Wat er Pollut ion Cont rol Maint enance Sharing* LS 1 x 1,500.00 = 1,500$ 066596 Addit ional Wat er Pollut ion Cont rol* * LS 1 x 500.00 = 500$ 066597 St orm Wat er Sampling and Analysis** * LS x = -$ XXXXXX Some It em

40,000$










Attachment B





LS x = -$

860810 Induct ive Loop Det ect ors EA x = -$ 86055X Light ing & Sign Illuminat ion EA x = -$ 8607XX Int erconnect ion Facilit ies LS x = -$ 8609XX Traf f ic Monit oring St at ions LS x = -$ 860XXX Traf f ic Signals & Light ing LS x = -$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 86XXXX Fiber Opt ic Conduit Syst em LS x = -$ XXXXX Some It em

-$


Item code Unit Quant ity Unit Price ($) Cost120090 Const ruct ion Area Signs LS 1 x 10,000.00 = 10,000$ 150701 Remove Yellow Paint ed Traf f ic St ripe LF x = -$ 150710 Remove Traf f ic St ripe LF x = -$ 150713 Remove Pavement Marking SQFT x = -$ 150742 Remove Roadside Sign EA x = -$ 152320 Reset Roadside Sign EA x = -$ 152390 Relocat e Roadside Sign EA x = -$ 566011 Roadside Sign (One Post ) EA x = -$ 566012 Roadside Sign (Two Post ) EA x = -$ 560XXX Furnish Sign Panels SQFT x = -$ 82010X Delineat or (Class X) EA x = -$ 840504 4" Thermoplast ic Pavement St ripe LS x = -$ 840505 6" Thermoplast ic Pavement St ripe LS x = -$ 840506 8" Thermoplast ic Pavement St ripe LS x = -$ 840515 Thrmoplast ic Pavement Marking SQFT x = -$ 850111 Pavement Marker (Ret roref lect ive) EA x = -$

10,000$


Item code Unit Quant ity Unit Price ($) Cost120100 Traf f ic Cont rol Syst em LS 1 x 100,000.00 = 100,000$ 120120 Type III Barricade EA x = -$ 120149 Temporary Traf f ic Markings (Paint ) SQFT x = -$ 120159 Temporary Traf f ic St ripe (Paint ) LF x = -$ 120165 Channelizer (Surface Mount ed) EA x = -$ 128650 Port able Changeable Message Signs EA x = -$ 129000 Temporary Railing (Type K) LF x = -$

129115 A Temp. Crash Cushion Syst em EA x = -$ 129099A Traf f ic Plast ic Drum EA x = -$ 839603A Temporary Crash Cushion (ADIEM) EA x = -$ XXXXXX Some It em

100,000$

110,000$




TOTAL TRAFFIC ITEMS



Attachment B

SECTION 7: DETOURS


-$

SUBTOTAL SECTIONS 1-7 2 ,145,200$






107,300$


Item code

999990 Tot al Sect ion 1-8 $ 2,252,500 x 10% = 225,250$

225,300$


Item code Unit Quant ity Unit Price ($) Cost066015 Federal Trainee Program LS x = -$ 066063 Traf f ic Management Plan-Public Informat ion LS x = -$ 066090 Maint ain Traf f ic LS 1 x 30,000.00 = 30,000$ 066094 Value Analysis LS x = -$ 066204 Remove Rock & Debris LS x = -$ 066222 Locat e Exist ing Cross-Over LS x = -$ 066670 Payment Adjust ment s - Price Index Fluct uat ions LS x = -$ 066700 Part nering LS 1 x 2,500.00 = 2,500$ 066866 Operat ion of Exist ing Traf f ic Management Syst e LS x = -$ 066920 Disput e Review Board LS x = -$ XXXXXX Some It em x = -$

= 2 ,000$

Tot al Sect ion 1-8 $ 2,252,500 5% = 112,625$

TOTAL SUPPLEMENTAL WORK 147,200$


TOTAL MINOR ITEMS

TOTAL DETOURS

TOTAL MOBILIZATION




Attachment B


Item code Unit Quant ity Unit Price ($) Cost066063 Public Informat ion LS x = $0



Tot al Sect ion 1-8 $ 2,252,500 0% = -$

$40,000






070018 Time-Relat ed Overhead WD 100 X 0 = $0

TOTAL TIME-RELATED OVERHEAD $0



Tot al Sect ion 1-11 $ 2,665,000 x 15% = $399,750

TOTAL CONTINGENCY $399,800




Attachment B

II. STRUCTURE ITEMS

0.00 LF LF 0.00 LF0.00 LF LF 0.00 LF

0 SQFT SQFT 0 SQFT0.00 LF LF 0.00 LF

0.00 LF 0.00 LF 0.00 LF0.00 LF 0.00 LF 0.00 LF



Tot al Lengt h (Feet )Tot al Area (Square Feet )St ruct ure Dept h (Feet )

St ruct ure Dept h (Feet )Foot ing Type (pile or spread) xxxxxxxxxxxxxxxxxxx

$0.00

Widt h (Feet ) [ out t o out ]

DATE OF ESTIMATE 00/ 00/ 00 00/ 00/ 00

Bridge 1

Bridge Number 57-XXX 57-XXXBridge Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx


St ruct ure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx

Cost Per Square Foot $0.00 $0.00xxxxxxxxxxxxxxxxxxx

Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxDATE OF ESTIMATE 00/ 00/ 00


00/ 00/ 00 00/ 00/ 00

St ruct ure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxBridge Number 57-XXX 57-XXX 57-XXX


TOTAL COST OF STRUCTURES1 $0.00

$0.00TOTAL COST OF BRIDGES





$0.00


$0.00 $0.00

$0.00



Attachment B



Attachment B

EA 0E000-Replace Bridge Rails & SB Jacoby Ck Bridge



Item code Unit Quant ity Unit Price ($) Cost160101 Clearing & Grubbing LS 1 x 5,000.00 = 5,000$ 170101 Develop Wat er Supply LS x = -$ 190101 Roadway Excavat ion CY 1,500 x 50.00 = 75,000$ 190103 Roadway Excavat ion (Type Y) ADL CY x = -$ 190105 Roadway Excavat ion (Type Z-2) ADL CY x = -$ 192037 St ruct ure Excavat ion (Ret aining Wall) CY x = -$ 193013 St ruct ure Backf ill (Ret aining Wall) CY x = -$ 193031 Pervious Backf ill Mat erial (Ret aining Wall) CY x = -$ 194001 Dit ch Excavat ion CY x = -$ 198010 Impored Borrow CY x = -$ 198007 Import ed Mat erial (Shoulder Backing) TON 80 x 42.00 = 3,360$ XXXXXX Some It em x = -$

83,400$


Item code Unit Quant ity Unit Price ($) Cost150771 Remove Asphalt Concret e Dike LF x = -$ 150860 Remove Base and Surfacing CY x = -$ 153103 Cold Plane Asphalt Concret e Pavement SQYD 2,500 x 2.00 = 5,000$ 1532XX Remove Concret e ( t ype) CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY 500 x 50.00 = 25,000$ 290201 Asphalt Treat ed Permeable Base CY x = -$ 365001 Sand Cover TON x = -$ 374002 Asphalt ic Emulsion (Fog Seal Coat ) TON 0.42 x 1,000.00 = 1,000$ 12,000

374492 Asphalt ic Emulsion (Polymer Modif ied) TON x = -$ 3750XX Screenings (Type XX) TON x = -$ 377501 Slurry Seal TON x = -$ 390095 Replace Asphalt Concret e Surfacing CY x = -$ 390132 Hot Mix Asphalt (Type A) , St age-1 TON 1,500 x 150.00 = 225,000$ 390136 Minor Hot Mix Asphalt TON x = -$ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = -$ 390138 Rubberized Hot Mix Asphalt (Open Graded) TON x = -$ 393003 Geosynt het ic Pavement Int erlayer SQYD x = -$

394055 A Shoulder Rumber St rip(d=0.31" Indent at ion) STA x = -$ 394056 A Median Rumble St rip (d=0.63" Indent at ion) STA 20 x 50.00 = 1,000$ 394071 Place Hot Mix Asphalt Dike (Type A) LF x = -$ 394090 Place Hot Mix Asphalt (Misc. Area) SQYD x = -$ 397005 Tack Coat TON 3 x 1,000.00 = 3,000$ 90,000

401000 Concret e Pavement CY x = -$ 401108 Replace Concret e Pavement (Rapid St rengt h Conc CY x = -$ 404092 Seal Pavement Joint LF x = -$ 404094 Seal Longit udinal Isolat ion Joint LF x = -$


260,000$ TOTAL STRUCTURAL SECTION ITEMS




Attahcment B

SECTION 3: DRAINAGE

Item code Unit Quant ity Unit Price ($) Cost150206 Abandon Culvert LF x = -$ 150805 Remove Culvert LF x = -$ 150820 Modify Inlet EA x = -$ 152430 Adjust Inlet LF x = -$ 155003 Cap Inlet EA x = -$ 193114 Sand Backf ill CY x = -$ 510502 Minor Concret e (Minor St ruct ure) CY x = -$ 510512 Minor Concret e (Box Culvert ) CY x = -$ 62XXXX XXX" APC Pipe LF x = -$ 64XXXX XXX" Plast ic Pipe LF x = -$ 65XXXX XXX" RCP Pipe LF x = -$ 66XXXX XXX" CSP Pipe LF x = -$ 68XXXX Edge Drain LF x = -$ 69XXXX XXX" Pipe Downdrain LF x = -$ 70XXXX XXX" Pipe Inlet LF x = -$ 70XXXX XXX" Pipe Riser LF x = -$ 70XXXX XXX" Flared End Sect ion EA x = -$ 703233 Grat ed Line Drain LF x = -$ 72XXXX Rock Slope Prot ect ion (Type and Met hod) CY x = -$ 721420 Concret e (Dit ch Lining) CY x = -$ 721430 Concret e (Channel Lining) CY x = -$ 729010 Rock Slope Prot ect ion Fabric SQYD x = -$ 750001 Miscellaneous Iron and St eel LB x = -$ XXXXXX Addit ional Drainage LS x = -$ XXXXXX Drainage Facilit ies LS x = -$

-$


Item code Unit Quant ity Unit Price ($) Cost027928 Filt er Fabric (Drainage Wick) SQYD x = -$ 080050 Progress Schedule (Crit ical Pat h Met hod) LS 1 x 5,000.00 = $ 5 ,000 150662 Remove Met al Beam Guard Railing LF x = $ - 150668 Remove Terminal Syst ems EA x = -$ 1532XX Remove Barrier ( Insert Type) LF x = -$ 153250 Remove Sound Wall SQFT x = -$ 190110 Lead Compliance Plan LS x = $ - 49XXXX CIDH Concret e Piling ( Insert Diamet er) LF x = -$ 510060 St ruct ural Concret e (Ret aining Wall) CY x = -$ 510133 Class 2 Concret e (Ret aining Wall) CY x = -$ 510524 Minor Concret e (Sound Wall) CY x = -$ 5110XX Archit ect ural Treat ment ( Insert Type) SQFT x = -$ 511048 Apply Ant i-Graf f it i Coat ing SQFT x = -$ 5136XX Reinforced Concret e Crib Wall ( Insert Type) SQFT x = -$ 518002 Sound Wall (Masonry Block) SQFT x = -$ 520103 Bar Reinf . St eel (Ret aining Wall) LB x = -$ 685200 Drainage Wick LF x = -$ 832006 Midwest Guardrail Syst em (MGS) LF x = -$ 820118 Midwest Guardrail Syst em Delineat ors EA x = -$ 839310 Double Thrie Beam Barrier LF x = -$ 839521 Cable Railing LF x = -$ 839543 Transit ion Railing (Type WB-31) EA x = -$ 8395XX Terminal Syst em (Type CAT) EA x = -$ 839584 Alt . In-Line Terminal Syst em (MGS+Thrie) EA x = -$ 8395XX End Anchor Assembly ( Insert Type ) EA x = -$ 839561 Rail Tensioning Assembly EA x = -$ 839XXX Crash Cushion ( Insert Type) EA x = -$ 839701 Concret e Barrier (Type 60, Median) LF x = -$ 513552 Ret aining Wall (@ Jacobs Ave & Airport Rd) SQFT x = -$

5,000$





Attahcment B



Biological Mit igat ion ACRE x 560,000.00 = -$ 071325 TEMPORARY REINFORCED SILT FENCE LF x = -$ 141000 Temporary Fence (Type ESA) LF 10,000 x 6.00 = 60,000$

60,000$

5B - LANDSCAPE AND IRRIGATIONItem code Unit Quant ity Unit Price ($) Cost200001 Highway Plant ing LS x = -$ 20XXXX XXX" ( Insert Type ) Conduit (Use for Irrigat ion x-overs) LF x = -$ 20XXXX Ext end XXX" ( Insert Type) Conduit LF x = -$ 201700 Import ed Topsoil CY x = -$ 2030XX Erosion Cont rol (Type __) SQYD 20,000 x 4.00 = 80,000$ 203021 Fiber Rolls LF x = -$ 203026 Move In/ Move Out (Erosion Cont rol) EA x = -$ 204099 Plant Est ablishment Work LS x = -$ 204101 Ext end Plant Est ablishment (X Years) LS x = -$ 208000 Irrigat ion Syst em LS x = -$ 208304 Wat er Met er EA x = -$ 209801 Maint enance Vehicle Pullout EA x = -$ XXXXXX Replacement Plant ing LS x = -$

80,000$

5C - NPDESItem code Unit Quant ity Unit Price ($) Cost130100 Job Sit e Management LS 1 x 50,000.00 = 50,000$ 130200 Prepare WPCP LS x = -$ 130300 Prepare SWPPP LS 1 x 10,000.00 = 10,000$ 130500 Temporary Erosion Cont rol Blanket SQYD x = -$ 130505 Move In/ Move Out (Temporary Erosion Cont rol) EA x = -$ 130510 Temporary Mulch SQYD x = -$ 130570 Temporary Cover SQYD x = -$ 130610 Temporary Check Dam LF x = -$ 130620 Temp. Drainage Inlet Prot ect ion EA x = -$ 130640 Temporary Fiber Roll LF 10,000 x 8.00 = 80,000$ 130710 Temporary Const ruct ion Ent rance/ Exit EA 2 x 3,500.00 = 7,000$ 130730 St reet Sweeping LS 1 x 10,000.00 = 10,000$ 130900 Temporary Concret e Washout Facilit y EA 1 x 5,000.00 = 5,000$



162,000$










Attahcment B





LS x = -$


-$


Item code Unit Quant ity Unit Price ($) Cost120090 Const ruct ion Area Signs LS 1 x 10,000.00 = 10,000$ 150701 Remove Yellow Paint ed Traf f ic St ripe LF x = -$ 150710 Remove Traf f ic St ripe LF x = -$ 150713 Remove Pavement Marking SQFT x = -$ 150742 Remove Roadside Sign EA x = -$ 152320 Reset Roadside Sign EA x = -$ 152390 Relocat e Roadside Sign EA x = -$ 566011 Roadside Sign (One Post ) EA x = -$ 566012 Roadside Sign (Two Post ) EA x = -$ 560XXX Furnish Sign Panels SQFT x = -$ 82010X Delineat or (Class X) EA x = -$ 840504 4" Thermoplast ic Pavement St ripe LS 20,000 x 1.00 = 20,000$ 840505 6" Thermoplast ic Pavement St ripe LS x 2.00 = -$ 840506 8" Thermoplast ic Pavement St ripe LS x 2.50 = -$ 840515 Thrmoplast ic Pavement Marking SQFT 500 x 20.00 = 10,000$ 850111 Pavement Marker (Ret roref lect ive) EA 400 x 5.00 = 2,000$

42,000$


Item code Unit Quant ity Unit Price ($) Cost120100 Traf f ic Cont rol Syst em LS 1 x 100,000.00 = 100,000$ 120120 Type III Barricade EA x = -$ 120149 Temporary Traf f ic Markings (Paint ) SQFT x = -$ 120159 Temporary Traf f ic St ripe (Paint ) LF x = -$ 120165 Channelizer (Surface Mount ed) EA x = -$ 128650 Port able Changeable Message Signs EA 6 x 5,000.00 = 30,000$ 129000 Temporary Railing (Type K) LF x = -$


130,000$

172,000$




TOTAL TRAFFIC ITEMS



Attahcment B

SECTION 7: DETOURS

Item code Unit Quant ity Unit Price ($) Cost0713XX Temporary Fence (Type X) LF x = -$ 07XXXX Temporary Drainage LS x = -$ 120143 Temporary Pavement Delineat ion LF 3,000 x 2.00 = 6,000$ 1286XX Temporary Signals EA x = -$ 129000 Temporary Railing (Type K) LF 600 x 30.00 = 18,000$ 190101 Roadway Excavat ion CY x = -$ 198001 Import ed Borrow CY 1,500 x 50.00 = 75,000$ 198050 Embankment CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY x = -$ 390132 Hot Mix Asphalt (Type A) TON 800 x 150.00 = 120,000$

129115 A Temp. Crash Cushion Syst em LS 1 x 5,000.00 = 5,000$

224,000$







52,400$


Item code

999990 Tot al Sect ion 1-8 $ 1,098,800 x 10% = 109,880$

109,900$


Item code Unit Quant ity Unit Price ($) Cost066015 Federal Trainee Program LS x = -$ 066063 Traf f ic Management Plan-Public Informat ion LS x = -$ 066090 Maint ain Traf f ic LS 1 x 70,000.00 = 70,000$ 066094 Value Analysis LS x = -$ 066204 Remove Rock & Debris LS x = -$ 066222 Locat e Exist ing Cross-Over LS x = -$ 066670 Payment Adjust ment s - Price Index Fluct uat ions LS 1 x 5,000.00 = 5,000$ 066700 Part nering LS 1 x 20,000.00 = 20,000$ 066866 Operat ion of Exist ing Traf f ic Management Syst e LS x = -$ 066920 Disput e Review Board LS 1 x 7,500.00 = 7,500$ XXXXXX Some It em x = -$

= 102,000$

Tot al Sect ion 1-8 $ 1,098,800 5% = 54,940$



TOTAL MINOR ITEMS

TOTAL DETOURS

TOTAL MOBILIZATION




Attahcment B


Item code Unit Quant ity Unit Price ($) Cost066063 Public Informat ion LS 1 x 2,000.00 = $2,000



Tot al Sect ion 1-8 $ 1,098,800 0% = -$

$176,000






070018 Time-Relat ed Overhead WD 160 X 1732.5 = $277,200

TOTAL TIME-RELATED OVERHEAD $277,200



Tot al Sect ion 1-11 $ 1,921,400 x 15% = $288,210





Attahcment B

II. STRUCTURE ITEMS

43.00 LF 1.00 LF 1.00 LF73.00 LF 184.00 LF 188.00 LF3139 SQFT 184 SQFT 188 SQFT

2.75 LF LF 0.00 LF

0.00 LF 0.00 LF 0.00 LF0.00 LF 0.00 LF 0.00 LF





$0.00


$0.00 $0.00

$0.00

TOTAL COST OF STRUCTURES1 $4,445,000.00

$4,444,840.00TOTAL COST OF BRIDGES





COST OF EACH STRUCTURE $286,000.00 $268,840.00

00/ 00/ 00 00/ 00/ 00

Cost Per Square Foot (or LF) $1,239.00 / SF $1,550.00/ LF $1,430.00/ LFNA NA


St ruct ure Type xxxxxxxxxxxxxxxxxxxBridge Number 04 0023L 04 0023R 04 0024RBridge Name Jacoby Creek Bridge-Replace Jacoby Creek Bridge Rails Gannon Slough Bridge RailsDATE OF ESTIMATE 00/ 00/ 00

Bridge 1 Bridge 2 Bridge 3


$3,890,000.00




Attahcment B



Attahcment B

EA 0F220-Accel/Decel Improvements, Ramp Cleanup, Lighting Upgrades



Item code Unit Quant ity Unit Price ($) Cost160101 Clearing & Grubbing LS 1 x 5,000.00 = 5,000$ 170101 Develop Wat er Supply LS x = -$ 190101 Roadway Excavat ion CY 2,000 x 60.00 = 120,000$ 190103 Roadway Excavat ion (Type Y) ADL CY x = -$ 190105 Roadway Excavat ion (Type Z-2) ADL CY x = -$ 192037 St ruct ure Excavat ion (Ret aining Wall) CY x = -$ 193013 St ruct ure Backf ill (Ret aining Wall) CY x = -$ 193031 Pervious Backf ill Mat erial (Ret aining Wall) CY x = -$ 194001 Dit ch Excavat ion CY x = -$ 198010 Impored Borrow CY 10,000 x 50.00 = 500,000$ 198007 Import ed Mat erial (Shoulder Backing) TON 800 x 42.00 = 33,600$ XXXXXX Some It em x = -$

658,600$


Item code Unit Quant ity Unit Price ($) Cost150771 Remove Asphalt Concret e Dike LF x = -$ 150860 Remove Base and Surfacing CY x = -$ 153103 Cold Plane Asphalt Concret e Pavement SQYD 30,000 x 2.00 = 60,000$ 1532XX Remove Concret e ( t ype) CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY 2,000 x 50.00 = 100,000$ 290201 Asphalt Treat ed Permeable Base CY x = -$ 365001 Sand Cover TON x = -$ 374002 Asphalt ic Emulsion (Fog Seal Coat ) TON 2 x 1,000.00 = 2,000$ 70,000

374492 Asphalt ic Emulsion (Polymer Modif ied) TON x = -$ 3750XX Screenings (Type XX) TON x = -$ 377501 Slurry Seal TON x = -$ 390095 Replace Asphalt Concret e Surfacing CY x = -$ 390132 Hot Mix Asphalt (Type A) , St age-1 TON 10,000 x 140.00 = 1,400,000$ 390136 Minor Hot Mix Asphalt TON x = -$ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = -$ 390138 Rubberized Hot Mix Asphalt (Open Graded) TON x = -$ 393003 Geosynt het ic Pavement Int erlayer SQYD x = -$

394055 A Shoulder Rumber St rip(d=0.31" Indent at ion) STA x = -$ 394056 A Median Rumber St rip (d=0.63" Indent at ion) STA 20 x 50.00 = 1,000$ 394071 Place Hot Mix Asphalt Dike (Type A) LF 8,000 x 2.00 = 16,000$ 394090 Place Hot Mix Asphalt (Misc. Area) SQYD x = -$ 397005 Tack Coat TON 4 x 1,000.00 = 4,000$ 401000 Concret e Pavement CY x = -$ 401108 Replace Concret e Pavement (Rapid St rengt h Conc CY x = -$ 404092 Seal Pavement Joint LF x = -$ 404094 Seal Longit udinal Isolat ion Joint LF x = -$


1,583,000$ TOTAL STRUCTURAL SECTION ITEMS




Attachment B

SECTION 3: DRAINAGE

Item code Unit Quant ity Unit Price ($) Cost150206 Abandon Culvert LF x = -$ 150805 Remove Culvert LF x = -$ 150820 Modify Inlet EA x = -$ 152430 Adjust Inlet LF x = -$ 155003 Cap Inlet EA x = -$ 193114 Sand Backf ill CY x = -$ 510502 Minor Concret e (Minor St ruct ure) CY x = -$ 510512 Minor Concret e (Box Culvert ) CY x = -$ 62XXXX XXX" APC Pipe LF x = -$ 64XXXX XXX" Plast ic Pipe LF x = -$ 65XXXX XXX" RCP Pipe LF x = -$ 66XXXX XXX" CSP Pipe LF x = -$ 68XXXX Edge Drain LF x = -$ 69XXXX XXX" Pipe Downdrain LF x = -$ 70XXXX XXX" Pipe Inlet LF x = -$ 70XXXX XXX" Pipe Riser LF x = -$ 70XXXX XXX" Flared End Sect ion EA x = -$ 703233 Grat ed Line Drain LF x = -$ 72XXXX Rock Slope Prot ect ion (Type and Met hod) CY x = -$ 721420 Concret e (Dit ch Lining) CY x = -$ 721430 Concret e (Channel Lining) CY x = -$ 729010 Rock Slope Prot ect ion Fabric SQYD x = -$ 750001 Miscellaneous Iron and St eel LB x = -$ XXXXXX Addit ional Drainage LS x = -$ XXXXXX Drainage Facilit ies LS x = -$

-$



5,000$





Attachment B



Biological Mit igat ion LS x = -$ 071325 TEMPORARY REINFORCED SILT FENCE LF x = -$ 141000 Temporary Fence (Type ESA) LF 10,000 x 6.00 = 60,000$

60,000$

5B - LANDSCAPE AND IRRIGATIONItem code Unit Quant ity Unit Price ($) Cost200001 Highway Plant ing LS x = -$ 20XXXX XXX" ( Insert Type ) Conduit (Use for Irrigat ion x-overs) LF x = -$ 20XXXX Ext end XXX" ( Insert Type) Conduit LF x = -$ 201700 Import ed Topsoil CY x = -$ 2030XX Erosion Cont rol (Type __) SQYD 20,000 x 4.00 = 80,000$ 203021 Fiber Rolls LF x = -$ 203026 Move In/ Move Out (Erosion Cont rol) EA x = -$ 204099 Plant Est ablishment Work LS x = -$ 204101 Ext end Plant Est ablishment (X Years) LS x = -$ 208000 Irrigat ion Syst em LS x = -$ 208304 Wat er Met er EA x = -$ 209801 Maint enance Vehicle Pullout EA x = -$ XXXXXX Replacement Plant ing LS x = -$

80,000$

5C - NPDESItem code Unit Quant ity Unit Price ($) Cost130100 Job Sit e Management LS 1 x 50,000.00 = 50,000$ 130200 Prepare WPCP LS x = -$ 130300 Prepare SWPPP LS 1 x 10,000.00 = 10,000$ 130500 Temporary Erosion Cont rol Blanket SQYD x = -$ 130505 Move In/ Move Out (Temporary Erosion Cont rol) EA x = -$ 130510 Temporary Mulch SQYD x = -$ 130570 Temporary Cover SQYD x = -$ 130610 Temporary Check Dam LF x = -$ 130620 Temp. Drainage Inlet Prot ect ion EA x = -$ 130640 Temporary Fiber Roll LF 10,000 x 8.00 = 80,000$ 130710 Temporary Const ruct ion Ent rance/ Exit EA 2 x 3,500.00 = 7,000$ 130730 St reet Sweeping LS 1 x 10,000.00 = 10,000$ 130900 Temporary Concret e Washout Facilit y EA 1 x 5,000.00 = 5,000$



162,000$










Attachment B





LS x = -$

860810 Induct ive Loop Det ect ors EA x = -$ 86055X Light ing & Sign Illuminat ion EA 44 x 30,000.00 = 1,320,000$ 8607XX Int erconnect ion Facilit ies LS x = -$ 8609XX Traf f ic Monit oring St at ions LS 4 x 15,000.00 = 60,000$ 860XXX Traf f ic Signals & Light ing LS x = -$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 8611XX Ramp Met ering Syst em (Locat ion X) LS x = -$ 86XXXX Fiber Opt ic Conduit Syst em LS x = -$ XXXXX Some It em

1,380,000$


Item code Unit Quant ity Unit Price ($) Cost120090 Const ruct ion Area Signs LS 1 x 10,000.00 = 10,000$ 150701 Remove Yellow Paint ed Traf f ic St ripe LF x = -$ 150710 Remove Traf f ic St ripe LF x = -$ 150713 Remove Pavement Marking SQFT x = -$ 150742 Remove Roadside Sign EA x = -$ 152320 Reset Roadside Sign EA x = -$ 152390 Relocat e Roadside Sign EA x = -$ 566011 Roadside Sign (One Post ) EA x = -$ 566012 Roadside Sign (Two Post ) EA x = -$ 560XXX Furnish Sign Panels SQFT x = -$ 82010X Delineat or (Class X) EA x = -$ 840504 4" Thermoplast ic Pavement St ripe LS 50,000 x 1.00 = 50,000$ 840505 6" Thermoplast ic Pavement St ripe LS x 2.00 = -$ 840506 8" Thermoplast ic Pavement St ripe LS x 2.50 = -$ 840515 Thrmoplast ic Pavement Marking SQFT 500 x 20.00 = 10,000$ 850111 Pavement Marker (Ret roref lect ive) EA 400 x 5.00 = 2,000$

72,000$




130,000$

1,582,000$




TOTAL TRAFFIC ITEMS



Attachment B

SECTION 7: DETOURS


-$







206,600$


Item code

999990 Tot al Sect ion 1-8 $ 4,337,200 x 10% = 433,720$

433,800$


Item code Unit Quant ity Unit Price ($) Cost066015 Federal Trainee Program LS x = -$ 066063 Traf f ic Management Plan-Public Informat ion LS x = -$ 066090 Maint ain Traf f ic LS 1 x 70,000.00 = 70,000$ 066094 Value Analysis LS x = -$ 066204 Remove Rock & Debris LS x = -$ 066222 Locat e Exist ing Cross-Over LS x = -$ 066670 Payment Adjust ment s - Price Index Fluct uat ions LS 1 x 30,000.00 = 30,000$ 066700 Part nering LS 1 x 20,000.00 = 20,000$ 066866 Operat ion of Exist ing Traf f ic Management Syst e LS x = -$ 066920 Disput e Review Board LS 1 x 7,500.00 = 7,500$ XXXXXX Some It em x = -$

= 102,000$

Tot al Sect ion 1-8 $ 4,337,200 5% = 216,860$



TOTAL MINOR ITEMS

TOTAL DETOURS

TOTAL MOBILIZATION




Attachment B





Tot al Sect ion 1-8 $ 4,337,200 0% = -$

$226,000










Tot al Sect ion 1-11 $ 5,443,400 x 15% = $816,510





Attachment B

II. STRUCTURE ITEMS

LF LF 0.00 LFLF LF 0.00 LF

SQFT SQFT 0 SQFTLF LF 0.00 LF

0.00 LF 0.00 LF 0.00 LF0.00 LF 0.00 LF 0.00 LF





$0.00


$0.00 $0.00

$0.00








00/ 00/ 00 00/ 00/ 00

Cost Per Square Foot $0.00xxxxxxxxxxxxxxxxxxx


St ruct ure Type xxxxxxxxxxxxxxxxxxxBridge Number 57-XXXBridge Name xxxxxxxxxxxxxxxxxxxDATE OF ESTIMATE 00/ 00/ 00

Bridge 1


$0.00




Attachment B



Attachment B

EA 0C930-Replace Tide Gates


PRELIMINARYPROJECT COST ESTIMATE

ATTACHMENT B

3 of 9 12/ 23/ 2016 8:29 AM


Item code Unit Quant ity Unit Price ($) Cost160101 Clearing & Grubbing LS 1 x 5,000.00 = 5,000$ 170101 Develop Wat er Supply LS x = -$ 190101 Roadway Excavat ion CY x = -$ 190103 Roadway Excavat ion (Type Y) ADL CY x = -$ 190105 Roadway Excavat ion (Type Z-2) ADL CY x = -$ 192037 St ruct ure Excavat ion (Ret aining Wall) CY x = -$ 193013 St ruct ure Backf ill (Ret aining Wall) CY x = -$ 193031 Pervious Backf ill Mat erial (Ret aining Wall) CY x = -$ 194001 Dit ch Excavat ion CY x = -$ 198010 Impored Borrow CY x = -$ 198007 Import ed Mat erial (Shoulder Backing) TON x = -$ XXXXXX Some It em x = -$

5,000$


Item code Unit Quant ity Unit Price ($) Cost150771 Remove Asphalt Concret e Dike LF x = -$ 150860 Remove Base and Surfacing CY x = -$ 153103 Cold Plane Asphalt Concret e Pavement SQYD x = -$ 1532XX Remove Concret e ( t ype) CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY x = -$ 290201 Asphalt Treat ed Permeable Base CY x = -$ 365001 Sand Cover TON x = -$ 374002 Asphalt ic Emulsion (Fog Seal Coat ) TON x = -$ 12,000

374492 Asphalt ic Emulsion (Polymer Modif ied) TON x = -$ 3750XX Screenings (Type XX) TON x = -$ 377501 Slurry Seal TON x = -$ 390095 Replace Asphalt Concret e Surfacing CY x = -$ 390132 Hot Mix Asphalt (Type A) , St age-1 TON x = -$ 390136 Minor Hot Mix Asphalt TON x = -$ 390137 Rubberized Hot Mix Asphalt (Gap Graded) TON x = -$ 390138 Rubberized Hot Mix Asphalt (Open Graded) TON x = -$ 393003 Geosynt het ic Pavement Int erlayer SQYD x = -$

394055 A Shoulder Rumber St rip(d=0.31" Indent at ion) STA x = -$ 394056 A Median Rumble St rip (d=0.63" Indent at ion) STA x = -$ 394071 Place Hot Mix Asphalt Dike (Type A) LF x = -$ 394090 Place Hot Mix Asphalt (Misc. Area) SQYD x = -$ 397005 Tack Coat TON x = -$ 90,000

401000 Concret e Pavement CY x = -$ 401108 Replace Concret e Pavement (Rapid St rengt h Conc CY x = -$ 404092 Seal Pavement Joint LF x = -$ 404094 Seal Longit udinal Isolat ion Joint LF x = -$


-$ TOTAL STRUCTURAL SECTION ITEMS




ATTACHMENT B PRELIMINARYPROJECT COST ESTIMATE

4 of 9 12/ 23/ 2016 8 :29 AM

SECTION 3: DRAINAGE

Item code Unit Quant ity Unit Price ($) Cost150206 Abandon Culvert LF x = -$ 150805 Remove Culvert LF x = -$ 150820 Modify Inlet EA x = -$ 152430 Adjust Inlet LF x = -$ 155003 Cap Inlet EA x = -$ 193114 Sand Backf ill CY x = -$ 510502 Minor Concret e (Minor St ruct ure) CY x = -$ 510512 Minor Concret e (Box Culvert ) CY x = -$

705540A 5X5 Auxilary Door Tide Gat e EA 1 x 50,000.00 = 50,000$ 705544A 5x5 Tide Gat e EA 1 x 100,000.00 = 100,000$705545A 4X3 Tide Gat e LF 1 x 50,000.00 = 50,000$ 705541A 24" Auxilary Door Tide Gat e LF 1 x 25,000.00 = 25,000$ 705542A 5X4 Auxilary Door Tide Gat e LF 1 x 50,000.00 = 50,000$ 705543A 6X5 Auxilary Door Tide Gat e EA 1 x 50,000.00 = 50,000$ 705546A 6x5 Tide Gat e EA 2 x 100,000.00 = 200,000$70XXXX XXX" Pipe Riser LF x = -$ 70XXXX XXX" Flared End Sect ion EA x = -$ 703233 Grat ed Line Drain LF x = -$ 720122 Rock Slope Prot ect ion (1 / 2 t on Met hod A) CY 100 x 250.00 = 25,000$ 721420 Concret e (Dit ch Lining) CY x = -$ 721430 Concret e (Channel Lining) CY x = -$ 729010 Rock Slope Prot ect ion Fabric SQYD x = -$ 750001 Miscellaneous Iron and St eel LB x = -$ XXXXXX Addit ional Drainage LS x = -$ XXXXXX Drainage Facilit ies LS x = -$

550,000$



5,000$






ATTACHMENT B

5 of 9 12/ 23/ 2016 8:29 AM



Biological Mit igat ion LS x = -$ 071325 TEMPORARY REINFORCED SILT FENCE LF x = -$ 141000 Temporary Fence (Type ESA) LF x = -$

-$

5B - LANDSCAPE AND IRRIGATIONItem code Unit Quant ity Unit Price ($) Cost200001 Highway Plant ing LS x = -$ 20XXXX XXX" ( Insert Type ) Conduit (Use for Irrigat ion x-overs) LF x = -$ 20XXXX Ext end XXX" ( Insert Type) Conduit LF x = -$ 201700 Import ed Topsoil CY x = -$ 2030XX Erosion Cont rol (Type __) SQYD 500 x 4.00 = 2,000$ 203021 Fiber Rolls LF x = -$ 203026 Move In/ Move Out (Erosion Cont rol) EA x = -$ 204099 Plant Est ablishment Work LS x = -$ 204101 Ext end Plant Est ablishment (X Years) LS x = -$ 208000 Irrigat ion Syst em LS x = -$ 208304 Wat er Met er EA x = -$ 209801 Maint enance Vehicle Pullout EA x = -$ XXXXXX Replacement Plant ing LS x = -$

2,000$

5C - NPDESItem code Unit Quant ity Unit Price ($) Cost130100 Job Sit e Management LS 1 x 20,000.00 = 20,000$ 130200 Prepare WPCP LS 1 x 2,500.00 = 2,500$ 130300 Prepare SWPPP LS x = -$ 130500 Temporary Erosion Cont rol Blanket SQYD x = -$ 130505 Move In/ Move Out (Temporary Erosion Cont rol) EA x = -$ 130510 Temporary Mulch SQYD x = -$ 130570 Temporary Cover SQYD x = -$ 130610 Temporary Check Dam LF x = -$ 130620 Temp. Drainage Inlet Prot ect ion EA x = -$ 130640 Temporary Fiber Roll LF x = -$ 130710 Temporary Const ruct ion Ent rance/ Exit EA 1 x 3,500.00 = 3,500$ 130730 St reet Sweeping LS 1 x 5,000.00 = 5,000$ 130900 Temporary Concret e Washout Facilit y EA x = -$


066595 Wat er Pollut ion Cont rol Maint enance Sharing* LS 1 x 5,000.00 = 5,000$ 066596 Addit ional Wat er Pollut ion Cont rol* * LS x = -$ 066597 St orm Wat er Sampling and Analysis** * LS 1 x 50,000.00 = 50,000$ XXXXXX Some It em

31,000$











6 of 9 12/ 23/ 2016 8 :29 AM





LS x = -$


-$


Item code Unit Quant ity Unit Price ($) Cost120090 Const ruct ion Area Signs LS 1 x 10,000.00 = 10,000$ 150701 Remove Yellow Paint ed Traf f ic St ripe LF x = -$ 150710 Remove Traf f ic St ripe LF x = -$ 150713 Remove Pavement Marking SQFT x = -$ 150742 Remove Roadside Sign EA x = -$ 152320 Reset Roadside Sign EA x = -$ 152390 Relocat e Roadside Sign EA x = -$ 566011 Roadside Sign (One Post ) EA x = -$ 566012 Roadside Sign (Two Post ) EA x = -$ 560XXX Furnish Sign Panels SQFT x = -$ 82010X Delineat or (Class X) EA x = -$ 840504 4" Thermoplast ic Pavement St ripe LS x = -$ 840505 6" Thermoplast ic Pavement St ripe LS x = -$ 840506 8" Thermoplast ic Pavement St ripe LS x = -$ 840515 Thrmoplast ic Pavement Marking SQFT x = -$ 850111 Pavement Marker (Ret roref lect ive) EA x = -$

10,000$




25,000$

35,000$




TOTAL TRAFFIC ITEMS




ATTACHMENT B

7 of 9 12/ 23/ 2016 8 :29 AM

SECTION 7: DETOURS

Item code Unit Quant ity Unit Price ($) Cost0713XX Temporary Fence (Type X) LF x = -$ 07XXXX Temporary Drainage LS x = -$ 120143 Temporary Pavement Delineat ion LF x = -$ 1286XX Temporary Signals EA x = -$ 129000 Temporary Railing (Type K) LF x = -$ 190101 Roadway Excavat ion CY x = -$ 198001 Import ed Borrow CY x = -$ 198050 Embankment CY x = -$ 250401 Class 4 Aggregat e Subbase CY x = -$ 260201 Class 2 Aggregat e Base CY x = -$ 390132 Hot Mix Asphalt (Type A) TON x = -$

129115 A Temp. Crash Cushion Syst em LS x = -$

-$

SUBTOTAL SECTIONS 1-7 628,000$





Tot al of Sect ion 1-7 $ 628,000 x 5 .0% = 31,400$

31,400$


Item code

999990 Tot al Sect ion 1-8 $ 659,400 x 10% = 65,940$

66,000$


Item code Unit Quant ity Unit Price ($) Cost066015 Federal Trainee Program LS x = -$ 066063 Traf f ic Management Plan-Public Informat ion LS x = -$ 066090 Maint ain Traf f ic LS 1 x 15,000.00 = 15,000$ 066094 Value Analysis LS x = -$ 066204 Remove Rock & Debris LS x = -$ 066222 Locat e Exist ing Cross-Over LS x = -$ 066670 Payment Adjust ment s - Price Index Fluct uat ions LS x = -$ 066700 Part nering LS x = -$ 066866 Operat ion of Exist ing Traf f ic Management Syst e LS x = -$ 066920 Disput e Review Board LS x = -$ XXXXXX Some It em x = -$

= 55,000$

Tot al Sect ion 1-8 $ 659,400 5% = 32,970$



TOTAL MINOR ITEMS

TOTAL DETOURS

TOTAL MOBILIZATION





8 of 9 12/ 23/ 2016 8 :29 AM





Tot al Sect ion 1-8 $ 659,400 0% = -$

$176,000




Tot al of All Cont ract It ems Only 659,400$ (used t o calculat e TRO






Tot al Sect ion 1-11 $ 1,004,400 x 15% = $150,660






ATTACHMENT B

9 of 9 12/ 23/ 2016 8:29 AM

II. STRUCTURE ITEMS

LF LF LFLF LF LF

0 SQFT 0 SQFT 0 SQFTLF LF 0.00 LF

0.00 LF 0.00 LF 0.00 LF0.00 LF 0.00 LF 0.00 LF



Tot al Lengt h (Feet )Tot al Area (Square Feet )St ruct ure Dept h (Feet )


$0.00

Widt h (Feet ) [ out t o out ]

DATE OF ESTIMATE 00/ 00/ 00

Bridge NumberName

Widt h (Feet ) [ out t o out ]Tot al Lengt h (Feet )Tot al Paint Area (Square Feet )

St ruct ure Type xxxxxxxxxxxxxxxxxxx

Cost Per Square Foot (or LF) $750.00/ LFNA NA

Name xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxDATE OF ESTIMATE 00/ 00/ 00


00/ 00/ 00 00/ 00/ 00

St ruct ure Type xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxBridge Number 57-XXX 57-XXX 57-XXX








$0.00


$0.00 $0.00

$0.00



ea 36600 interchange, signal - caltrans 36600 interchange, signal ea 36600 interchange, ... 130500...

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