tonnage - Pasco County, Floridaegov.pascocountyfl.net/Content/ECM/Consolidated...Oct 21, 2008 ·...

AREA IN SY. 25067.0

Spandrels @ 30 Sy. Ea. 2 60

"T" Turn Around @ 50 Sy. Ea. 0 0 -- Cul-de-sac @ 520 Sy. Ea. 0 0

Drives @ 20SY Ea. (Turnouls) 2 40

Total Sy. Ex. Pavement = 25167 Sy.

Required Asphalt

Spread (IbIsy) tonnage

Type S-I Asphalt Concrete Cement (ACC). Leveling 0

Type 5-111 ACC, Leveling 105 1321

Type 5-111 ACC, Surface or Intermediate Course 105 Type S-I ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening. Pavement Widening and Driveway Const.). 525

Type S-l ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525

Type FC-3 (without rubber)

Type PD-Ill ACC, Surface or Intermediate Course

1321

165 As Base Restorat

11 As Base Restorat

BASE REPAIR PERCENTAGE MULITPLIER 2.50% SIDEWALK PERCENTAGE MULITPLIER, 0.00%

SIDEWALK WIDTH 0 FT SIDEWALK THICKNESS 0 IN (4" OR 6")

SHOULDER REWORK WIDTH 0 FT SODWIDTH 0 FT

Engineer's Estimate - Asphalt Contract 8-Jul Project: Chancey Road (US 301 to SR 39)(Mill and ~esurface) .

- . ~ . - Engineer David L. Brown

Date September 18. 2008

PVAS No. nla District No. 1

Engineer's Estimate - Asphalt Contract 8-JUI Project:

Engineer David L. Brown Date September 18, 2008


Note: The contingency is adjusted to compensate for differences that may occur bv rounding in the ERU calculations.

Asphalt Contract SubTotal $520,126.85

30.0% Contingency $156,038.06 Asphalt Contract Total $676,164.91

Engineer's Estimate - Public Works Project: ;hancey Road (US 301 to SR 39)(Mill and Resurface Date $39.709.00

Engineer David L. Brown PVAS No. nla District No. 1

Mobilization

Site Prep.

Clear & Grub LT.

Med.

H ~ Y .

Embankment & Fill

Earth Work ( Prep. For ABC )

9" Stab. Subgrade

12" Stab. Subgrade

6" Base ( Primed )

8" Base (Primed )

4" Limerock ( Primed )

6" Llmerock ( Primed )



12" Limerock ( Pruned )

Lean Mix

Sad

Sod ( Edge )

Seed & Mulch

Bailed Hay

Silt Fence

Floating Turbidity Barrier

Final Drus ( Shoulders )

Survey & T a t

Traffic Control Deviclc

Guardrail

Striping

Other

Drainage

LS X

Sy. X

A X

cy. X

SY x

SY x Sy. X

Sy. X

Sy. X

Sy. X

Sy. X

Sy. X $ 16.15

Sy. X S 20.78

Sy. X $ 26.28

10#ISy. $ 1.08

20#1Sy. $ 1.21

Sy. X S 1.53

Lf. X $ 0.26

Sy. X S 1.28

Ton X $ 118.00

L t X J 1.39

Lf. X $ 5.15

Cy. X $ 7.20

L S X S 0.69

2 LS X S 750.00

L t X

7600 LC X $ 1.67

ADMINISTRATION 7.5%

CONTINGENCY 30%

PUBLIC WORKS SUB TOTAL = 1 I 14,192.00) $ 1,064.40

$ 4,257.60

PUBLIC WORKS TOTAL S 19,514.00

ASPHALT TOTAL S 676,164.91

ASPHALT AND PUBLIC WORKS TOTAL = S 695,678.91 Engineering, Inspection & Administration + 7.00% $ 48,697.52

CONSTRUCTION TOTAL = S 744,376.43

AREA IN SY. 6667.0


"T" Turn Around @ 50 Sy. Ea. 0 0

Cul-de-Sac @ 520 Sy. Ea. 0 0 -- Drives @ 20SY Ea. (Turnouls) 12 240


Requlred Asphalt

Spread (Iblsy)

Type S-l Asphalt Concrete Cement (ACC), Leveling

Type S-Ill ACC, Leveling 105

Type S-Ill ACC. Surface or Intermediate Course 210 Type S-l ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525

Type S-I ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Cohst.). 525

Type PC-3 (without rubber)

Type PD-Ill ACC. Surface or lntermediate Course

tonnage 0

369

738

175 As Base Reslorai

BASE REP~IR PERCENTAGE MULITPLIER 10.00% SIDEWALK PERCENTAGE MULlTPLlER 0.00%

SIDEWALK WIDTH 0 FT SIDEWALK THICKNESS 0 IN (4' OR 6")

SHOULDER REWORK WIDTH 5 FT SOD WIDTH 5 FT

63 As Base Restorai

0

0

Engineer's Estimate - Asphalt Contract 8-JUI - project: Fort Kilig Road (US 301 to Daughtery Road)(Mill and Resurface) Date September 18, 2008


425-1-48

425-1-52

425-1-54

425-1-55

425-1-58

425-1-71

425-5 425-5A

425-6 425-10

430-190-143A

430-1 90-1438 440-1-10 L-

440-1-20

514-71

515-1-2

520-1-7

520-1-10

520-3

520-4

522-1

522-2 547-70-1 550-2-22

550-2-22A 550-3-22

575-1-4

577-70

Sub Total

Inlet (Curb Type 8)

Inlets (DT BOT Type C)

Inlets (DT BOT Type D)

Inlets (DT BOT Type E) Inlets (DT BOT Type H) Inlets (Gutter Type V) Adjusting Manholes

Manhole Cover

Adjusting Valve Boxes Yard Drains

Relay Existing Pipe (Concrete Round) (< 30") Relay Existing Pipe (Concrete Round) (30' - 60") Underdrain (Type I) Underdrain (Type 11) Plastic Filter Fabric

Handrail (Aluminum)

Concrete Curb and Gutter (Type E) Concrete Curb and Gutter (Type F) Concrete Valley Gutter Special Concrete Gutter

Concrete Sidewalk. 4" Thick, 3' - 5' Wide Concrete Sidewalk, 6' Thick. Width Varies

Riprap ~abr ic Formed Concrete (8" FilteiPoints) Fencing, Type B (6' Height)

Fencing. Type B (6'Height) (Vinyl Coated) Fence Comer Post Assembly

Sodding (Match Existing) Reworking Shoulders

100,

3,333

E A , €A E A €A E A E A E A EA €A E A LF LF , LF LF SY

, LF LF LF LF LF SY SY SY LF LF E A SY SY

$4,100.00 $2,250.00 $2,250.00 $2,250.00 $3,425.00 $2,525.00

$300.00 $440.00 $185.00 $700.00 $71.00

$101 .oO $40.00 $58.00 $5.10

$64.00 $19.00 $20.00 $25.00 $27.00 $34.00 $40.00

$775.00 $17.00 $29.00

$255.00 $2.45 $1.25

-p ~p

$2,000.00

$4,166.67

$201,105.41

Engineer's Estimate - Asphalt Contract a-Jul - Project: Fort King Road (US 301 to Daughtery Road)(Mill and Resurface)

Engrneer David L. Brown Date September 18,2008


Asphalt Contract SubTotal $213,771.47 Note: The contingency is adjusted to compensate for differences that may occur bv rounding in the E R U calculations. 30.0% Contingency

Asphalt Contract Total

Engineer's Estimate - Public Works Pmject: Ing Road (US 301 to Daughtery Road)(Mill and Resl

Engineer David L. Brown Date $39.709.00

PVASNo. , n/a

District No. 1

Mobilization LS X S 1,015.00

Site Prep.

Clear & Grub

Sy. X $ 1.69

LT. A X S 2,200.00 = S Med. A X S 4,850.00 = $ H ~ Y . A x s 8,800.00 = s

Embanlunent & Fill Cy. X S 7.20

Earth Work(Prep. For ABC ) Sy X S 1.47

9" Stab. Subgrade Sy X 0 4.46

12" Stab. Subgrade Sy. X S 5.95

6" Base ( Primed ) Sy. X S 6.59

8" Base (Primed ) Sy. X $ 8.78

4" Limerock ( Primed ) Sy. X S 9.12


8" Limerock (Primed ) Sy. X S 1615

10" Limerock ( Primed ) Sy. X $ 20.78

12" Limerock ( Primed ) Sy. X $ 26.28

Lean Mix IO#/Sy. S 1.08

20#/ Sy. S 1.21

Sod

Sod ( Edge )

Sy. X $ 1.53

Lf. X $ 0.26

Seed & Mulch

Bailed Hay

Silt Pence

Sy. X $ 1.28

Ton X S 118.00

Lf. X 6 1.39

Floating Turbidity Barrier Lf X $ 5.15

Final Dress ( Shoulders ) Cy. X S 7.20

Survey & Test L S X 16 0.69

Traffic control Devices 4 LS X S 750.00

Guardrail Lf X

Striping 3000 L f X S 1.67

Other

Drainage

PUBLIC WORKS SUB TOTAL * I)I 8,010.00 $ 600.75 ADMINISTRATION 7.5%

CONTINGENCY 30% 5 54o9.00 PUBLIC WORKS TOTAL S 11,013.75

ASPHALT TOTAL S 277,902.92.

ASPHALT AND PUBLIC WORKS TOTAL = S 288,916.67

S 20,224.17 Engineering, Inspection & Administration +

CONSTRUCTION TOTAL = 5 309,140.83

Frazee Hill Road

Description

Maintenance of Traffic Mobilization

Site Preparation Silt Fence Level S-3 Surface S-3 Deep Patch S-3

Sod Thermo Stripe

Traffic Control Devices

Quantity - Unit

1.s

s Y If

ton ton ton

SY

If

IS

Construction Total

Administrative Cost @ 7.5% Construction Contingency @ 15%

Unit Price Amount

Total

Power Line Road

Description

Iklobilization Maintenance of Traffic Silt Fence Site Preparation

Level- S-3 Inter.- S-3 Surface - S-3 Deep Patch Sod

Thermo-stripe Traffic Control Devices

1,s IS If

SY

ton

ton ton ton

SY

miles Is

Construction Total Administrative Cost @ 7.5% Construction Contingency @ 15%

Total

Unit Price Amount

4,752 Ilf @ 24 ft. wide

School Road

Description

Mobilization Maintenance of Traffic Site Preparation Silt Fence Level & Int. S-3

Surface FC-3 Sod Thermo Stripe Traffic Control Devices

Unit -

1.s Is

SY

If

ton

ton

SY

If

Is


Total

7709 Ilf @ 20 ft. wide

Unit Price Amount

Prepared 08/21/08

Description

Mobilization Maintenance of Traffic Silt Femce Site Preparation Level & Int. S-3 Surface FC-3 Sod Adjust man hole covers Traffic Control Devices

Shining Star Drive

Quantity - Unit

1.s IS If

SY

ton ton

SY

each IS


Total

3,010 I/f @ 20 ft. wide

Unit Price Amount

Prepared 08/21/08

Hopson Road

Description

Mobilization Maintenance of Traffic Silt Femce Site Preparation Level & Int. S-3 Surface FC-3 Sod Traffic Control Devices

Quantity - Unit


1745 Ilf @ 15 ft. wide

1.s Is

If

SY

ton ton

SY

Is

Total

Unit Price Amount

Prepared 08/21/08

AREA IN SY. 11 334.0

Spandrels @ 30 Sy. Ea. 2 60 -- "T Turn Around @ 50 Sy. Ea., -- 0 0

Cul-de-sac @ 520 Sy. Ea. 0 0

Drives @ 20SY Ea. (Turnouts) 9 180


Required Asphalt

Spread TY Pe (Iblsy)



Type S-Ill ACC, Surface or lntermediate Course

Type S-I ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement widening and Driveway Const.). 525

Type S-I ACC, Deep Patch (4% 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525


Type PD-Ill ACC, Surface or lntermediate Course

tonnage 0

608

0

74 As Base Restoral

BASE REPAIR PERCENTAGE MULlTPLlER 2.50% SIDEWALK PERCENTAGE MULlTPLlER 0.00%

SIDEWALK WlDTH 0 FT SIDEWALK THICKNESS 0 IN (4" OR 6")


48 As Base Restorat

608

0

Engineer's Estimate - Asphalt Contract Project: Duck Slough (SR 54 to Trinity Blvd.)

Engineer David L. Brown

8-Jul



Engineer's Estimate - Asphalt Contract Project: A



PVAS NQ. nla District No. 3

Asphalt Contract SubTotal $192,672.45 ~ o t e : The contingency is adjusted to compensate for differences that may occur bv roundina in the ERU calculations. 30.0% Contingency $57,801.73

Asphalt Contract Total $250,474.1 8

Engineer's Estimate - Public Works Project: Duck Slough (SR 54 to Trinity Blvd.) Date $39.709.00


Mobilization L S X $

Sy. X S

A X $

Site Prep.

Clear & Grub LT. Med.

Hvy.

Embanlunent & Fill Cy. X $


9" Stab. Subgrade

Sy. X $

Sy. X $

Sy. X $

Sy. X f

Sy. X $

Sy. X $

Sy. X S

Sy. X S

12" Stab. Subgrade

6" Base ( Primed )

8" Base ( Primed )






Lean Mix

Sod

Sod ( Edge )

Seed & Mulch

Bailed Hay

Silt Fence

Sy. X $

Sy. X $

Ton X $

Lf. X $

Lf X $ Floating Turbidity Barrier

Final Dress ( Shoulders )

Survey & Test


Guardrail

Striping

Other

Drainage

Cy. X $

PUBLIC WORKS SUB TOTAL = 6,677.00

ADMlNlSTRATION 7.5%

CONTINGENCY 30%

$ 500.78

$ 2,003.10

PUBLIC WORKS TOTAL 5 9,180.88


Engineering, Inspection & Admi~st ra l ion +


AREA IN SY. 14080.0


"T" Turn Around @ 50 Sy. Ea. 0 -- 0

Culkde-Sac @ 520 Sy. Ea. 0 0



Required Asphalt

Spread (Iblsy)



Type S-Ill ACC, Surface or Intermediate Course 105 Type S-l ACC. Deep Patch ( 4 + 1". Incl. Shoulder Widening, Pavement Widening and Driveway Consl.). 525 Type S-l ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525


Type PD-Ill ACC. Surface or Intermediate Course

tonnage 0

972

739

92 As Base Restoral

BASE REPAIR PERCENTAGE MULlTPLlER 2.50% SIDEWALK PERCENTAGE MULlTPLlER



0 As Base Restoral

0

0

Engineer's Estimate - Asphalt Contract 8-JUI Project: litchell Ranch Road (Seven Springs to SR 54) (Mill and Resurface Date September 25, 2008

Engineer David L. Brown PVAS No. nia District No. 3 '

ASPHALT ITEMS

Engineer's Estimate - Asphalt Contract 8-Jul Project: litchell Ranch Road (Seven Springs to SR 54) (Mill and Resurfact Date Seplember 25, 2008

Engineer David L. Brown PVAS No. nla Districf No. 3

Note: The contingency is adjusted to compensate for differences that may occur bv roundina in the ERU calculations.

Asphalt Contract SubTotal $257,767.84

30.0% Contingency $77,330.35 Asphalt Contract Total $335,098.19

Engineer's ~ s i i ~ a t e - Public Works Pmject: Ranch Road (Seven Springs to SR 54) (MI11 and Re

Engineer David L. Brown Dale $39,716.00

PYAS No. nla ~ ~

Dislricl No. 3

Mobilization L S X S 1.015.00

Site Prep. Sy. X S 1.69

Clear & Grub LT. A X S 2,200.00 = S Med. A X $ 4,g50.00 = f

H ~ Y . A X S 8.800.00

Embankment & Rill Cy. X $ 7.20

Earth Work ( Prep. For ABC ) Sy X S 1.47

9" Stab. Subgrade

12" Stab. Subgrade

Sy X S 4.46

Sy. X S 5.95

6" Base (Primed )

8" Base (Primed )


Sy. X S 6.59

Sy. X S 8.78

Sy. X S 9.12


8" Limerock (Pruned )


Sy. X S 16.15

S Y , X 20.78


Lean Mix IO#ISy. S 1.08

20#/Sy. $ 1.21

Sy. X S 1.53

LC X S 0.26

Sod

Sod (Edge)

Seed & Mulch Sy. X $ 1.28

Bailed Hay

Silt Kence

Ton X S 118.00

, Lf. X S 1.39

Floating Turbidity Barrier Lf. X S 5.15

Final Dress ( Shoulders ) Cy. X S 7.20

Survey & T u t L S X S 0.69

Traffic Control Devices 0 LS X S 750.00

Guardrail

Striping

Other

Drainage

PUBLIC WORKS SUB TOTAL = ( S 8,817.60 1 ADMINISTRATION 7.5% $ 661.32

$ 2,645.28


ASPHALT TOTAL ' S 335,098.19

CONTINGENCY 30%

ASPHALT AND PUBLIC WORKS TOTAL = 5 347,222.39

Engineering, Inspection & Administration + 7.00% S 24,305.57

CONSTRUCTION TOTAL

AREA IN SY. 23526.0






Required Asphalt

Spread (Iblsy)

Type S-I Asphalt Concrete Cement (ACC). Leveling


Type S-Ill ACC. Surface or Intermediate Course 105 Type S-I ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525 Type S-I ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525


Type PD-Ill ACC, Surface or Intermediate Course

tonnage 0

1627

1238

154 As Base Restorat

BASE REPAIR PERCENTAGE MULlTPLlER 2.50% SIDEWALK PERCENTAGE MULlTPLlER 50.00%



0 As Base Restoral

0

0

Engineer's Estimate - Asphalt Contract Project: Holiday Lake Drive


8-Jul

Date September 29, 2008


ASPHAI T ITEMS

Engineer's Estimate - Asphalt Contract Project: Holiday Lake Drive


8-JuI



Note: The contingency is adjusted to compensate for d~fferences that mqy occur bv roundina in the ERU calculations.

Asphalt Contract SubTotal

30.0% Contingency Asphalt Contract Total

Engineer's Estimate - Public Works Project: Holiday Lake Drive


Mobilization

Site Prep.


H ~ Y .

Embanlunent & Fill


9" Stab. Subgrade

12" Stab. Subgrade

6" Base ( Pruned )

8" Base (Primed )



8" Limerock (Primed )

10" Limerock ( Pn~ned )

12" Limerock( Pruned )

Lean Mix

Sod

Sod ( Edge )

Seed & Mulch

Bailed Hay

Silt Fence



Survey & Test


Guardrail

Striping

Other

Drainage

Sy. X S

A X S A X S A X S

Sy X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X ' $

Sy. X S

Sy X S

Lf. X S

sy. X S

Ton X S

Lf. X $

Lf. X S

Lf X

8372 Lf. X S

Date - $39.720.00 PVAS No. nla

Disbict No. 3

ADMINISTRATION 7.5%

CONTINGENCY 30%

PUBLIC WORKS SUB TOTAL =

S 1,161.09

S 4,644.37



ASPHALT AND PUBLIC WORKS TOTAL = S 721,959.12

Engineering, Inspection & Administration + 7 00% S 50,537.14


AREA IN SY. 1216.0


"7 Turn Around @ 50 Sy. Ea. 0 0



Total Sy. Ex. Pavement = I316 Sy.

Required Asphalt

Spread (IblsY)

Type S-I Asphalt Concrete Cement (ACC), Leveling


Type S-Ill ACC. Surface or Intermediate Course 105 Type S-l ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525 Type S-l ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525


Type PD-Ill ACC, Surface or lntermediate Course

tonnage 0

33

69

0 As Base Restorat

BASE REPAIR PERCENTAGE MULITPLIER 0.00% SIDEWALK PERCENTAGE MULITPLIER 0.00%


SHOULDER REWORK WIDTH 2 FT SODWIDTH 2 FT

11 As Base Restoral

0

0

Engineer's Estimate - Asphalt Contract Project: p


8-JuI

Date October 8, 2008


A C D U A I T ITFMS

520-4 522-1 522-2 547-70-1 550-2-22 550-2-22A 550-3-22 575-14 577-70

Special Concrete Gutter Concrete Sidewalk, 4" Thick. 3' - 5' Wide Concrete Sidewalk. 6' Thick, Width Varies Riprap Fabric Formed Concrete (8" Filter Points) Fencing, Type B (6' Height) Fencing. Type B (G'Height) (Vinyl Coated) Fence Corner Post Assembly Sodding (Match Existing) Reworking Shoulders

Sub Total $31,412.36

203 203

LF SY SY SY LF LF E A SY SY

$70.43 $47.00 $58.65 $88.46 $12.97 $16.37

$330.00 $4.95 $1.55

$1,003.20 $314.13

Engineer's Estimate - Asphalt Contract Project: p


8-JuI

Date October 8. 2008


ALTERNATE PRICE SUBTOTAL I I

Note: The contingency is adjusted to compensate for differences that may occur bv roundino in the ERU calculations.

Asphalt Contract SubTotal 30.0% Contingency


Engineer's Estimate - Public Works Project: Huxley (Trouble Creek to Rowan Road)

Engineer David L. Brown Date $39.729.00


Mobilization

Site Prep.

Clear & Grub LT.

Med

H ~ Y .

Embankment & Fill


9" Stab. Subgrade

12" Stab. Subgrade

6" Base ( Primed )

8" Base ( Primed )



Sy. X 16

A X S

cy. X S

Sy. X 16

Sy. X S

Sy. X S

Sy. X S

Sy. X 16



12" Limerock( Primed )

Sy. X S

Sy. X S

Sy. X S

IO#/Sy. S

20#/Sy. S

Sy. X S

Lf. X $

Lean Mix

Sod

Sod ( Edge )

Seed & Mulch

Bailed Hay

Silt Fence


Sy. X S

Ton X S

Lf. X S

Lf. X 16

cy. X S

LS X S


Survey & Test


Guardrail

Striping

Other

Drainage

Lf. X

Lf. X S


S 105.00

$ 450.00



ADMINISTRATION 7.0%

CONTINGENCY 30%

ASPHALT AND PUBLIC WORKS TOTAL = S 42,89 1.07

7.50% S 3,216.83 Engineering, Inspection & Administration +


AREA IN SY. 9045.0



Cul-de-Sac @ 520 Sy. Ea. 0 0

Drlves Q 20SY Ea. (Turnouts) 14 280

Total Sy. Ex. Pavement = 9385 Sy. --

Required Asphalt

Spread (I~ISY) tonnage

Type S-1 Asphalt Concrete Cement (ACC). Leveling


Type S-Ill ACC, Surface or Intermediate Course 210 Type S-l ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525

Type S-l ACC, Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525

59 As Base Restoral

74 As Base Restorat

Type FC-3 (without rubber) 0

Type PD-Ill ACC, Surface or Intermediate Course 0

BASE REPAIR PERCENTAGE MULITPLIER 2.50% SIDEWALK PERCENTAGE MULITPLIER 20.00°/o



Engineer's Estimate - Asphalt Contract 8-JUI Project: Fox Hollow Drive (Glen Moor to US 19)(Mill and Resurface) Date September 25, 2008


Engineer's Estimate - Asphalt Contract 8-JUI project: Fox Hollow Drive (Glen Moor to US 19)(Mill and Resurface) Date September 25.2008


$254,402.82

$76,320.84 $330,723.66

Asphalt Contract SubTotal Note: The contingency is adjusted to compensate for differences that may occur bv roundino in the ERU calculations. 30.0% Contingency


Engineer's Estimate - Public Works ~mject: Hollow Drive (Glen Moor to U S 19)(Mill and Resurf Dale 539.716.00

Engineer David L. B r o w n PVAS No. nla District No. 4

Mobilization

Site Prep.


H ~ Y .

Embankment & Fill

Earlb Work ( Prep. For ABC )

9" Slab. Subgrade

12" Slab. Subgrade

6" Base (Pruned )

8" Base (Primed )






Lean Mix

Sod

Sod (Edge)

Seed & Mulch

Bailed Hay

Silt Fence



Survey & Test


Guardrail

Striping

Other

Drainage

ADMINISTRATION 7.5%

CONTINGENCY 30%

LS X S

Sy. X a

cy. X S

Sy X a

Sy X a Sy. X a

Sy. X S

-- Sy. X S Sy. X a

Sy. X a

Sy. X a Sy. X a

Sy. X S

IO#ISy. $

20#ISy. $

Sy. X $

-- Lf. X $ -- Sy. X S

Ton X S

Lf. X $

Lf. X S

cy. X S

LS X S

2 L S X S

Lf X

-- 3700 Lf. X S

Engineering, Inspection & Administration +


S 575.93

S 2,303.70

PUBLIC WORKS TOTAL S 10,558&

ASPHALT TOTAL S -- 330,723.66 ASPHALT AND PUBLIC WORKS TOTAL = S 341,282.29

7.00% - S 23,889.76


Engineer's Site Visit Project PonderosaMiracopa (Jasmine-LaMadera) Date November 12,2007

Combined Dlstance = 1.21 MILES

AREA IN SY. 19508.0 -- Spandrels @ 30 Sy. Ea. 3 ' 90 --- 7" Turn Around @ 50 Sy. Ea. 0 0 Cul-de-sac @ 520 Sy. Ea. 0 -- 0 Drives @ ZOSY Ea. (Turnouts) 0 0 Total Sy. Ex. Pavement = 19598 Sy.

Required Asphalt

Spread TY pe (lb/syl

Type S-l Asphalt Concrete Cement (ACC). Leveling

Type S-Ill ACC, Leveling 105 Type S-Ill ACC, Surface or Intermediate Course 105 Type S-l ACC. Deep Patch (4"+ 1". Incl. Shoulder Widening, Pavement Widening and Driveway Const.). 525 Type S-I ACC, Deep Patch (4"+ 1". Ind. Shoulder Widening, Pavement Widening and Driveway Const.).

525


Type PD-Ill ACC. Surface or Intermediate Course

tonnage 0

1029

1029

128 As Base Restoral

0 As Base Restoral

0

0

BASE REPAIR PERCENTAGE MULlTPLlER 2.50% SIDEWALK PERCENTAGE M U L l T P L l E R m

SIDEWALK WIDTH 7 FT SIDEWALK THICKNESS 7 IN (4' OR 6")


Engineer's Estimate - Asphalt Contract Project: PonderosalMiracopa (Jasmine-LaMadera) Date November 12,2007

Engineer David L. Brown PVAS No. Dislrict No. 4

Engineer's Estimate - Public Works Pmject: PonderosalMiracopa (Jasmine-LaMadera) Date $39,398.00

Engineer David L. Brown -. PVAS No. 0.00 District No. 4

Mobilivtlon

Site Prep.


H ~ Y .

Embankment & Fill


9" Stab. Snbgrade

12" Stab. Subgrade

6" Base ( Primed )

8" Base (Primed )

4" Limcrock ( Primed )

6" Limcrock (Primed )



12" Limcrack (Primed )

Lean Mix

Sod

Sod ( Edge )

Seed & Mulch

Bailed Hay

Silt Fence


Final D m ( Shoulders )

Twting

Traffic Control Devicu

Guardrail

Slriping

Other

Drainage

L S X S

sy. x f A X S A X S A X S

Cy. X S

Sy X S

Sy X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

Sy. X S

sy. X S

IOU ISy. S

20#1 Sy. S

sy. X S

Lf. X $

Sy. X S

Ton X S

L t X S

Lf. X S

Cy. x S

L S X S

3 L S X S

Lf. X

6365 L t X $

ADMINISTRATION 7.5%

CONTINGENCY 30%

PUBLIC WORKS SUB TOTAL = I S 11,133.85 ( S 880.04

S 3,520.16



ASPHALT AND PUBLIC WORKS TOTAL = S 559,968.90 Engineering. Inspection & Administration + 7.00% S 39,197.82

CONSTRUfflON TOTAL = S 599,166.72

tonnage - Pasco County, Floridaegov.pascocountyfl.net/Content/ECM/Consolidated...Oct 21, 2008 ·...

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Transcript of tonnage - Pasco County, Floridaegov.pascocountyfl.net/Content/ECM/Consolidated...Oct 21, 2008 ·...