Appendix H Estimate Backup - NYSDOT Home...ITEM NO. ITEM DESCRIPTION UNIT BRIDGE QUAN. HI-WAY 202.19...

June 2014 Initial Project Proposal / Final Design Report PIN 1HWP.01

November 2013 Final Design Report PIN 1460.42

Appendix H

Estimate Backup

Estimate Spreadsheet Comparison

4/3/2013

Cost Item units

unit cost

QTY COST QTY COST QTY COST QTY COST QTY COST QTY COST QTY COSTPAVEMENT MT 100.00$ 1100 110,000.00$ 18500 1,850,000.00$ 17750 1,775,000.00$ 20600 2,060,000.00$ 6680 668,000.00$ 12000 1,200,000.00$ 8650 865,000.00$ EXCAVATION CM 20.00$ 600 12,000.00$ 3600 72,000.00$ 2545 50,900.00$ 2500 50,000.00$ 1000 20,000.00$ 2300 46,000.00$ 1100 22,000.00$ EMBANKMENT CM 15.00$ 1300 19,500.00$ 23300 349,500.00$ 9075 136,125.00$ 23150 347,250.00$ 4500 67,500.00$ 7900 118,500.00$ 1800 27,000.00$ SIDEWALKS CM 600.00$ 50 30,000.00$ 420 252,000.00$ 400 240,000.00$ 700 420,000.00$ 180 108,000.00$ 250 150,000.00$ 135 81,000.00$ SUBBASE CM 45.00$ 600 27,000.00$ 7230 325,350.00$ 6950 312,750.00$ 8150 366,750.00$ 1650 74,250.00$ 4650 209,250.00$ 2500 112,500.00$ CURB M 90.00$ 150 13,500.00$ 2745 247,050.00$ 2600 234,000.00$ 3450 310,500.00$ 1250 112,500.00$ 1700 153,000.00$ 1000 90,000.00$

TRAFFIC SIGNALS LS 10,000.00$ 550,000.00$ 300,000.00$ 225,000.00$ 10,000.00$ -$ 10,000.00$

DRAINAGE LS 50,000.00$ 710,000.00$ 675,000.00$ 830,000.00$ 220,000.00$ 400,000.00$ 180,000.00$ LANDSCAPING/WALL LS 70,000.00$ 275,000.00$ 235,000.00$ 310,000.00$ 95,000.00$ 175,000.00$ 70,000.00$ UTILITIES LS 115,000.00$ 600,000.00$ 600,000.00$ 630,000.00$ 90,000.00$ 175,000.00$ 180,000.00$ M&PT (highway) LS 100,000.00$ 350,000.00$ 300,000.00$ 375,000.00$ 80,000.00$ 175,000.00$ 300,000.00$ SPDES LS 30,000.00$ 80,000.00$ 50,000.00$ 100,000.00$ 20,000.00$ 40,000.00$ 30,000.00$ SURVEY LS 40,000.00$ 140,000.00$ 120,000.00$ 150,000.00$ 40,000.00$ 70,000.00$ 100,000.00$ SUBTOTAL 627,000.00$ 5,800,900.00$ 5,028,775.00$ 6,174,500.00$ 1,605,250.00$ 2,911,750.00$ 2,067,500.00$

Incid / Cont. / Mobil. LS 10% 62,700.00$ 10% 580,090.00$ 10% 502,877.50$ 10% 617,450.00$ 10% 160,525.00$ 10% 291,175.00$ 10% 206,750.00$

HIGHWAY TOTAL 689,700.00$ 6,380,990.00$ 5,531,652.50$ 6,791,950.00$ 1,765,775.00$ 3,202,925.00$ 2,274,250.00$ HIGHWAY TOTAL (ROUNDED) 690,000.00$ 6,390,000.00$ 5,540,000.00$ 6,800,000.00$ 1,770,000.00$ 3,210,000.00$ 2,280,000.00$

Bridge Costs:

Bridge Rehab 12,150,000.00$ Prestressed Box Bridge 18,022,000.00$ 14,774,000.00$ 18,022,000.00$ 13,688,000.00$ 14,774,000.00$ 9,672,000.00$ Temp Bridge 3,800,000.00$ Temp Bridge 3,800,000.00$ SUBTOTAL 16,640,000.00$ 24,412,000.00$ 20,314,000.00$ 24,822,000.00$ 15,458,000.00$ 17,984,000.00$ 15,752,000.00$

Highway Contingency* 15% 103,500.00$ 15% 958,500.00$ 15% 831,000.00$ 15% 1,020,000.00$ 15% 265,500.00$ 15% 481,500.00$ 15% 342,000.00$ SubTotal 16,743,500.00$ 25,370,500.00$ 21,145,000.00$ 25,842,000.00$ 15,723,500.00$ 18,465,500.00$ 16,094,000.00$ Field Change Order calculated 650,000.00$ 910,000.00$ 780,000.00$ 930,000.00$ 622,000.00$ 700,000.00$ 633,000.00$ SubTotal 17,393,500.00$ 26,280,500.00$ 21,925,000.00$ 26,772,000.00$ 16,345,500.00$ 19,165,500.00$ 16,727,000.00$ Mobilization 4% 695,740.00$ 4% 1,051,220.00$ 4% 877,000.00$ 4% 1,070,880.00$ 4% 653,820.00$ 4% 128,400.00$ 4% 669,080.00$ SubTotal 18,089,240.00$ 27,331,720.00$ 22,802,000.00$ 27,842,880.00$ 16,999,320.00$ 19,293,900.00$ 17,396,080.00$ Escalation** 6.9% 1,248,157.56$ 6.9% 1,885,888.68$ 6.9% 1,573,338.00$ 6.9% 1,921,158.72$ 6.9% 1,172,953.08$ 6.9% 1,331,279.10$ 6.9% 1,200,329.52$ SubTotal 19,337,397.56$ 29,217,608.68$ 24,375,338.00$ 29,764,038.72$ 18,172,273.08$ 20,625,179.10$ 18,596,409.52$ 9% Construction Insp. 9% 1,740,365.78$ 9% 2,629,584.78$ 9% 2,193,780.42$ 9% 2,678,763.48$ 9% 1,635,504.58$ 9% 1,856,266.12$ 9% 1,673,676.86$

TOTAL ALTERNATIVE COST 21,077,763.34$ 31,847,193.46$ 26,569,118.42$ 32,442,802.20$ 19,807,777.66$ 22,481,445.22$ 20,270,086.38$

Rounded Total in Report (Millions) 21.1$ 31.8$ 26.6$ 32.4$ 19.8$ 22.5$ 20.3$

Not Included in Estimate:Right of way

Engineering

Shade indicates alternative is retained as a Feasible Alternative in report*Bridge estimates performed utilizing shoulder break methods, which includes incidentals, contingencies, and mobilization.

** Current dollars - 2011. Assume 3% escalation per year for 2.3 years (midpoint of construction)

Based on NYSDOT provided 'Inflation Assumptions' document, dated Summer 2009, Total inflation = 6.9%

Bridge Rehabilitation

Initial Alternatives (2005) Refined Alternatives (2010-2011)

Cost Estimate Breakdown - All Alternatives Considered

Online Parallel Alignment - Signalized Intersections, Limited

approach work

Parallel Alignment - Roundabout Intersection, Limited approach Work

Skewed Alignmentwith Roundabouts

Skewed Alignmentwith Signalized Intersections

Parallel Alignmentwith Signalized Intersections

Parallel Alignment - Signalized Intersections, Limited approach

work

Alternative 8Alternative 6 Alternative 7

Last revision

Alternative 2 Alternative 3 Alternative 4 Alternative 5

Bridge Rehab Breakdown

ITEM NO. ITEM DESCRIPTION UNITBRIDGE QUAN.

HI-WAY QUAN.

202.19 REMOVAL OF SUBSTRUCTURES (TO REMOVE PIER 4) CM 200.00$ 200 200 40,000.00$ 203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CM 20.00$ 5500 5500 -$ 110,000.00$ 203.03 EMBANKMENT IN PLACE CM 15.00$ 5500 5500 -$ 82,500.00$

402.095101 9.5mm F1 SUPERPAVE HMA, 50 SERIES COMPACTION MT 100.00$ 2300 2300 -$ 230,000.00$ 502.101 PCC PAVEMENT CM 530.00$ 800 800 424,000.00$

553.010001 COFFERDAM TYPE 1 EA 145,000.00$ 8 8 1,160,000.00$

555.09 CONCRETE FOR STRUCTURES, CLASS HP (TO REPLACE PIER 4) CM 1,500.00$ 200 200 300,000.00$

569.08 TEXAS AESTHETIC CONCRETE BRIDGE BARRIER M 1,000.00$ 500 500 500,000.00$ 595.50__18 SHEET APPLIED WATERPROOFING MEMBRANE SM 75.00$ 3846 3846 288,500.00$

580.01 REMOVAL OF STRUCTURAL CONCRETE CM 1,700.00$ 280 280 476,000.00$

582.06REMOVAL OF STRUCTURAL CONCRETE, REPLACE WITH CLASS D CONCRETE SM 1,100.00$ 4843 4843 5,327,300.00$

587.01 BRIDGE RAILING REMOVAL AND DISPOSAL M 100.00$ 0 0 -$

608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS CM 500.00$ 44 100 144 50,000.00$ 609.0101 STONE CURB (TYPE A) M 100.00$ 400 500 900 50,000.00$

555.04 Causeway LS 400,000.00$ 1 400,000.00$ 9,338,300.00$

CONTINGENCY % 30% 100,000.00$ 2,801,490.00$ -

WWW.OREGONSTATE.EDU/DEPT/POL_SCI/FAC/SAHR 12,140,000.00 bridge cost only: 11,740,000.00

HIGHWAY COST

CLOUGH, HARBOUR AND ASSOCIATES LLP

BRIDGE COSTUNIT PRICE

P.I.N. 1460.20

ENGINEER'S BRIDGE AND HIGHWAY ESTIMATERehabilitation of SR 32 over the Mohawk River

Towns of Cohoes and Waterford, Albany County

TOTAL QUANTITY PROJECT

U:\12703\Data\Estimates\Preliminary Estimate\2011 ESTIMATES\Copy of Prelim Estimate - Rehab_rev_2011 (2)

http://www.oregonstate.edu/DEPT/POL_SCI/FAC/SAHR

Bridge Shoulder Break Worksheets

METRIC UNITS PRELIMINARY COST ESTIMATE WORKSHEET (NEW AND REPLACEMENT BRIDGES)

P.I.N. B.I.N. PS&EBRIDGE OVER

5 WIDTH 15.75 mSKEW varies DEG RADIUS m

Steel Steel Curved Prestress Conc. Box Beam SLAB OTHER:

Exist. Bridge NA.DATE: 03/29/13

Shoulder Break Area Calculation Data * See Shoulder Break Area Diagram for dimensions.

0 9 190 15.75 3,560

Average Skew * Over Roadway * Bottom Angle Bridge * Shoulder Break Area(Degrees) Height (m) Length (m) Width (m) (Square Meters)

(From Roadway to (Length of barrel (Width of opening to bottom of culvert) for culvert) for culvert)

$1,050 DOT Regions 1 - 7 & 9 =$800 steel, Multi-Span Add $250; Regions 8,10 & 11 = $1200, Multi-Span Add $500.($ / m2 SB AREA) DOT Regions 1 - 7 & 9 =$800 concrete, Multi-Span Add $250; Regions 8,10 & 11 = $900, Multi-Span Add $500.

RR Bridge = $3100.Notes: 1) Basic bridge costs are for single span bridge designs with integral abutments with average pile lengths.

Culverts substract 13% Basic Bridge cost; 3 sided frame add 69% Basic Bridge cost.

($230)3 sided structure average pile length add $75; Poor soil or pile length > 12 m add $150. Integral abutments average pile length add $0; Poor soil or pile length > 12 m add $150. All other abutments average pile length add $75; Poor soil or pile length > 12 m add $200.

$100

$250 Costs based on bridges up to 15 m wide.

$625Thru Truss add $3000. Long span additions noted here apply also.

$100

$60 For total wingwall length > 20 m calculate adjustment using the LongWingWallCosts worksheet, next page.

$200 Minor wing wall $50; WZTC On superstructure staged with sheet piling add $175.WZTC On superstructure staged with H-Pile wall lagging add $200. Down state multiply factor by 1.5.

$0

TOTAL BRIDGE COST$ / m2 SB AREA = $2,155

3,560 $2,155

Contingencies: Remove existing bridge Work Zone Traffic Control (WZTC)Detour structureChannel workSlope protection, other than for channel workUtilitiesAesthetics (e.g. Form liners, decorative railing, lights & stone facades)

Input as decimal for anticipated year of letting: Simple Inflation Rate For SFY: 11/12 to 12/13 - 2.0%; 12/13 to 13/14 - 2.5%; 13/14 to 14/15 - 3.0%. 1.030

= $

$0

(Project Data Upto 2/1/2012)

MSE for abutments. Specified "Plain" $575, "As Shown" $1100 per m2 of MSE $0Overhead (e.g.Construction office, computer software & hardware, office supplies) $0

TOTAL BRIDGE SHARE (Includes additional 4 % for mobilization) 14,431,206rev.11/2011

Shoulder Break Area (m2) X Cost / m2 = BRIDGE ONLY COST $7,672,000

$0

$2,000,000$0

$3,800,000$0$0

6.) Span Adjustment: Each meter > average span length of 20 meters add - Concrete 9 or Steel 27.5 $/m (42m Conc. -> 22m *9$/m).

10.) Miscellaneous: Bridge width less than 9.1 m add $200; Paint steel girders add $75; Paint steel trusses add $225. Protection walls other than for staging.

7.) Curved Girders: 488 m radius or less add $400; 488 m to 762 m add $150; 762 m to 915 m add $100.

8.) Long Wing Walls:

9.) Stage Construct.:

Tremie Seals And Associated Forms $175,000 per unit.

Minor Water Diversion (Sand Bags) $3000 per bridge.

Piers in 1.5 m to 2.4 m water $15,000; 2.4 m to 3.6 m of water $42,000 ; 3.6 m to 4.3 m of water $50,000. Canal Pier Protection Cofferdam System $20,000 per unit (Max Water Height Retained to 4 meters).

Water depths based on bottom of footing to OHW elev. Abutments in 1.2 m to 1.8 m of water $7,000 per unit.Divide cost on right by shoulder break m2

& input.

Stage Const.Hy-Span

5.) Cofferdams:

2.) Culverts & three sided structures with horizontal openings from 6.1 m to 14.65 m

All abutment types footings on rock subtract $230.

Abutments 6.1 to 9.1 m add $100.MSE Walls supporting CIP stub abutments are addressed as contingecies below.

4.) Abutments:

PREPARED BY:

1.) Basic Bridge:

3.) Foundations:

KJMM&PT By: Detour Structure Local Roads

1460.62State Rte 32 - On Line Option Alternate 8

Alternate DesignSUPERSTRUCTURE:

NUMBER of SPANSABUTMENT TYPE Cantilever CURVED GIRDERS

SPAN ARRANGEMENT

Timber Inverset Box Culvert Con-Span

Mohawk River

Prestress Conc. Box Beam Hy-Span

Rte 32 Estimate_On-Line Option Alternate 8

https://www.nysdot.gov/portal/page/portal/divisions/policy-and-strategy/planning-bureau/MPO_program_update_guide/repository/Inflation.rtf



5 WIDTH 15.75 mSKEW varies DEG RADIUS 500.00 m




0 9 262 15.75 4,694





$0 Culverts substract 13% Basic Bridge cost; 3 sided frame add 69% Basic Bridge cost.


$100



$100



$0


4,694 $2,490



= $

$0





$0

$2,000,000$0$0$0$0










& input.

Stage Const.Hy-Span

5.) Cofferdams:




4.) Abutments:

PREPARED BY:

1.) Basic Bridge:

3.) Foundations:

KJMM&PT By: Detour Structure Local Roads

1460.42State Rte 32 - Parallel Option Alternate 6 Mohawk River


SPAN ARRANGEMENT

Timber Inverset Box Culvert Con-SpanAlternate DesignSUPERSTRUCTURE: Prestress Conc. Box Beam

Hy-Span

Rte 32 Estimate_Parallel Option Alternate 6




5 WIDTH 16.95 mSKEW DEG RADIUS m




0 9 262 16.95 5,051







$100



$100



$75


5,051 $2,529



= $

$0





$0

$2,000,000$0$0$0$0










& input.

Stage Const.Hy-Span

5.) Cofferdams:




4.) Abutments:

PREPARED BY:

1.) Basic Bridge:

3.) Foundations:

KJM with DV infoM&PT By: Detour Structure Local Roads

1460.42State Route 32 - Parallel Option_Alternate 4&7

Alternate DesignSUPERSTRUCTURE:


SPAN ARRANGEMENT

Timber Inverset Box Culvert Con-Span

Mohawk River


Rte 32 Estimate_Parallel Option_Alternate 4&7




5 WIDTH 16.95 mSKEW Varies DEG RADIUS m




0 9.1 315 16.95 5,956







$100


$1,235Thru Truss add $3000. Long span additions noted here apply also.

$0



$75


5,956 $2,690



= $

Timber Inverset Box Culvert Con-SpanAlternate DesignSUPERSTRUCTURE:


SPAN ARRANGEMENT

1.) Basic Bridge:

3.) Foundations:

KJM on DV infoM&PT By: Detour Structure Local Roads

1460.42STATE RTE 32 - SKEWED Option - Alternate 3&5

Stage Const.Hy-Span

5.) Cofferdams:




4.) Abutments:

PREPARED BY:





& input.







$0

$2,000,000$0$0$0$0$0





Rte 32 Estimate_Skewed Option_Alternate 3&5


Temporary Bridge Estimate

PIN 1460.42

BIN

STATE ROUTE 32 ove The MOHAWK RIVER

Temporary Bridge Estimate

Description Unit Unit Cost Duratrion Cost

1

Maybe Temporay Bridge (span = 236) - Cost obtained from a

similar price proposal for a single bridge with a span of 236 ft.

Assume 3 span temporary bridge.

3 $375,000.00 2 Years $2,250,000.00

2 Temporary Shoring Towers - Assume 3 towers @ 50K/Tower 3 $50,000.00 2 Years $300,000.00

3 Abutment - Temporary 2 $25,000.00 $30,000.00

4 Cofferdams - Assume one cofferdam at each tower 3 $140,000.00 $420,000.00

5

Labor - Assume 5 labores at $1000/Day/Laborer - Assume 17 days

to Errect 5 $1,000.00 17 $85,000.00

6

Crane Mobilization and Demobilization - Assume 3 Week Crane

Rental 2 $200,000.00 1 $400,000.00

7

Remove Temporary Bridge- cost include frieght, labor and

restoration 1 $250,000.00 1 $250,000.00

8 MISC $25,000.00

Total $3,760,000.00

146042_FDR_AppendixH_TitlePage146042_FDR_AppendixHAppendix A Plans_Profiles_Typicals.pdfplots 10-13-13.pdf146042_cph_typ_01146042_cph_typ_02146042_cph_typ_03146042_cph_gnp_Alt6_01146042_cph_gnp_Alt6_02146042_cph_gnp_Alt6_03146042_cph_gnp_Alt6_04146042_cph_pro_Alt6_01146042_cph_pro_Alt6_02146042_cph_pro_Alt6_03146042_cph_pro_Alt6_04146042_cph_alt8_gnp_01146042_cph_alt8_gnp_02146042_cph_alt8_gnp_03146042_cph_alt8_gnp_04146042_cph_alt8_gnp_05146042_cph_alt8_gnp_06146042_cph_alt8_gnp_07146042_cph_pro_alt8_05146042_cph_pro_alt8_06146042_cph_pro_alt8_07146042_cph_pro_alt8_08146042_cph_pro_alt8_09146042_cph_pro_alt8_10

Blank PageBlank PageBlank PageBlank PageBlank PageBlank Page

Appendix B Environmental Information_combined.pdfBlank PageBlank Page

Appendix C Traffic Information.PDFBlank PageBlank PageBlank Page

Appendix D Pavement Information.pdfRegion 1 Pavement Design_Page 3Region 1 Pavement Design_Page 1

Appendix E Structures Information.pdfRecord DrawingsBlank Page

Appendix F Misc Data and Proj Correspondence.pdf146042_rpt_ipp146042_rpt_ssm_signed146042_rpt_SSM_RevMonRpt_070604_signed2_SOM4_ June 10 20043_SOM5_January 27 2005page-0001page-00025_2009-5-13 SOM7ALT_HWY_ESTIM_updatedBlank PageBlank PageBlank PageBlank PageBlank PageBlank PageBlank Page

Appendix G Public Involvement.pdf062810_Meeting_Shelter_Enterprises.pdf062810 MEETING ATTACH 1062810 MEETING ATTACH 3062810 MEETING ATTACH 2

Blank PageBlank PageBlank PageBlank Page

Appendix H Estimate Backup.pdfBlank PageBlank PageBlank Page

Appendix I Alternatives Considered.pdfBlank Page

Appendix J Visualizations.pdfRenderings.pdfBlank PageBlank Page

Appendix K Project Schedule.pdfBlank Page

Appendix H Estimate Backup - NYSDOT Home...ITEM NO. ITEM DESCRIPTION UNIT BRIDGE QUAN. HI-WAY 202.19...

Documents

Transcript of Appendix H Estimate Backup - NYSDOT Home...ITEM NO. ITEM DESCRIPTION UNIT BRIDGE QUAN. HI-WAY 202.19...