August 2014 SOK Parking Lot I Paving Maintenance Contract CAP#+i8M

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State Parking Lot I Pavement Maintenance Program Bid Form

Pavement Contract Area: 3Estimated Extended Price

Unit Unit Price X Quantity = per Year

Section 1 SoilsGO

1.01 10 100 Clearing and Grubbing SY S2.~ x 1,000 = S '1-,000. -.

sa.~G1>

1.01 10 200 Selective Clearing SY )( 1,000 = sa ~.-.t

sct.~00

1.02 10 100 Unclassified Excavation CY x 10,000 = $ Cfo,4:1)0 • -.

DO Db1.02 10 200 Muck Excavation CY $ lC).- . x 5,000 = $50poo. "'":'

$2S.~00

1.02 10 300 Rock Excavation CY . x 5,000 = $ ,t,S.ooo. :-

Unclassified Borrow S .,.tJe cD>oe1.02 20 100 CY x 10,000 = $ 1 0 , '.

1.03 10 100 Test Rolling SY $.0\ x 10,000 = S Joo.~ .

$Z.~ce

1.04 10 100 Temporary Silt Fence IF x 5,000 = $ ,o.otP. .

10 Temporary Sediment Basin()lo) C2!1.04 200 EA $ 700.- • x 10 $ 1,0Db· •

1.04 10 300 Temporary Silt Dike IF $q.~ x 2000 $ \',ouo ~-

$ q.~00

1.05 10 100 Nylon Erosion Control Mat SY x 1,000 = $ ~.I)oo.- •

Solid Slab Sodding $2..$0tP

1.06 10 100 SY x 5,000 = $ ,'1._.--$1.~

GO1.06 10 200 Mulch Sodding SY )( 5,000 - $~O,OOO.- _

Section 2 Subgrade1!92.01 10 100 Subgrade Method B SY $ 2.'!! x 20,000 = $ ~,ooo. .

Subgrade StabilizationGO IJA'

2.02 10 100 SY S(f.- x 20,000 = $ ,'Z.D,OOO. - _

Subgrade Modification $ "I.S= 002.02 10 200 SY x 20,000 = $C40, 000. - -

2.02 20 100 Fly Ash $ ''1.0~00

TON x SOD = $ttO,06O.--

August 2014 SOK Parking Lot I Paving Maintenance Contract CAf'#.WRO

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10 00

002.02 20 200 Cement Kiln Oust TON $ .- + x 1500 = ,C>'S,(St)o. -

CD~

2.02 20 300 Portland Cement TON $ l!O.- ~ )C 500 - $ (Q~O&1D.-.

$leA~tP

2.02 20 400 lime TON . )( 500 = $ qO.~.- +

Section 3 Bases$ 9l.~

DC

3.01 10 100 Aggregate Base Type A CY - X 5,000 = $ 171.,"Z0lJ.~

$ 1'5.41 °t3.02 10 100 Open Graded Bituminous Base SY . x 5,000 = $1Q,C,S"O· :

$l.~00

3.03 10 100 Separator Fabric for Bases SY )( 5,000 = $ 1,SW. - -

3.04 10 100 Geotextile Reinforcement $ '2..~ oo~SY X 1,000 = $ 1,0' .

3.04 10 200 Geo grid Reinforcement $1.~ If!SY x 1,000 = $ IJ..~..

Seetion4 Surfaces4.01 10 100 Traffic Bound Surface Course oD

Type E TON $ 28.~ - x 5,000 = $ ,~~,ooo. -0

004.02 10 100 Chip Seal- Single Treatment SY $ ~.~ X 5,000 = $ aO.Ol». - 0

$IO.~~

4.02 10 200 Chip Seal - Double Treatment SY - x 5,000 = $ -sJp:J>. _

$3.~t:JJ

4.02 20 100 Chip Seal- Preparation of Base SY I< 5,000 = $ l"S,eeP- .. _

$ 'S.~Ql)

4.03 10 100 Fog Seal GAL )( 10,000 = $ '50,600. - •

$ &i.~C'>

4.03 10 200 Tack Coat GAL x 5,000 = $ 2.0,000. - •

$ -S.2!?DO

4.04 10 100 Prime Coat GAL )( 5,000 = $ t.~,OOO."'o

4.05 10 100 Separator Fabric $ '2..~00

SY x 5,000 = $ 'D,£X)D. - -

4.06 10 100 Hot Mix Asphalt - Superpave TypeS3 (PG 64-220K) less Than 80

$2IJO.~ •00

Tons TON lit 80 S 2.".00>. - -

August 2014 SOK Parking Lot I Paving Maintenance Contract CAP#41MP8

\~34.06 10 200 Hot Mix Asphalt - 5uperpave Type cP t:D

53 (PG 64-220K) 80 to 200 Tons TON $ 2$0.-. x 200 = $SOP'- •

4.06 10 300 Hot Mix Asphalt - $uperpave Type c:e -53 (PG 64-220K) 200 to SOD Tons TON $ ~CO. _ x 500 = $ l00,000. -.

4.06 10 400 Hot Mix Asphalt - 5uperpave Type tP 00

53 (PG 64-220K) 500 to 1000 Tons TON $ \'50.- . x 1,000 = $ \56,000. -.

4.06 10 500 Hot Mix Asphalt - 5uperpave Type d' ~

53 (PG 64-220K) > 1000 Tons TON $ \00.- • X 5,000 = $~ot\coo.- .

4.06 20 100 Hot Mix Asphalt - 5uperpave Type54 (PG 64-220K) less Than 80 CO 00

Tons TON $ 32,5·- . x 80 = $ 2.(,,000. - •

4.06 20 200 Hot Mix Asphalt - 5uperpave Type 00I'!? $-ss.ot:P.- -54 (PG 64-220K) 80 to 200 Tons TON $ ;ns-. . x 200 =

4.06 20 300 Hot Mix Asphalt - 5uperpave Type 00 00

54 (PG 64-220K) 200 to 500 Tons TON $ ~:>S. - . It 500 = $llZ.,~·" •

4.06 20 400 Hot Mix Asphalt - 5uperpave Type$11S.~ •

00

54 (PG 64-220K) 500 to 1000 Tons TON )( 1,000 = $ nS, COO. -:

4.06 20 500 Hot Mix Asphalt - 5uperpave Type Ql200 $ ~1S,6DO••54 {PG 64-220K} > 1000 Tons TON $ ItS'. - • x 5,000 2

4.06 30 100 Hot Mix Asphalt - 5uperpave Type55 (PG 64-220K) less Than 80 r;e 00

Tons TON $ ~g)•• )( 80 = $ 1&000. -.

4.06 30 200 Hot Mix Asphalt - 5uperpave Type c» 0055 (PG 64·220K) 80 to 200 Tons TON $ 3C/J.- . x 200 = $t.O.OOO• -.

4.06 30 300 Hot Mix Asphalt - Superpave Type 00 q255 {PG 64-220K} 200 to 500 Tons TON $ ;z.~O. - _ x SOO = $ \~t()ClD· .

4.06 30 400 Hot Mix Asphalt - 5uperpave Type Q!! ~

S5 (PG 64-220K) 500 to 1000 Tons TON $ ~OO. ]I( 1,000 = $ '100.000.-.

4.06 30 500 Hot Mix Asphalt - 5uperpave Type00

GO

55 (PG 64-220K) > 1000 Tons TON $ 150. - • x 5,000 = $150,(JIX>, - •

~DO

4.07 10 100 Asphalt Patching < 100 5Q FT SF $ 'leo. . x 100 = $ "10,000. -.

August 2014 SOK Parking Lot I Paving Maintenance Contract CAP#~

\5013 :x::Asphalt Patching 101 to 250 SQ FT

t:J>$31,;t:JJ· -:4.07 10 200 SF $1'50·- • )( 250 =

cP OC4.07 10 300 Asphalt Patching 251 to 500 SQ FT SF $tU.- I( 500 = $ (ol./~, ~

t:P ..4.07 10 400 Asphalt Patching 501 to 750 SQ FT SF $\(t).- - x 750 = $ IS,oOO. -.

cg OC4.07 10 500 Asphalt Patching 751 to 1000 SQ FT SF $1'S· - x 1,000 = $ "1S,oOO. -:

Ci'0(...

4.07 10 600 Asphalt Patching> 1000 SQ FT SF $10 .- )( 5,000 = $ ~St>,0D0. _

$L4.~~

4.08 10 100 Cold-Milling SY )( 5,000 = $ '2.O,ooD· -

$S.*OD

4.09 10 100 Type A Sealant (Fiber-Fill Material) LF - x 1,000 = $ C5~otP. - •

4.09 10 200 Type B Sealant oD(Modified AASHTO M173)

,0$(g~IOO. -IF $(Q.- x 1,000 = .

$lD.~00

4.09 20 100 Seal Coat (Flood App) SY . x 1,000 = $ c.,qbO• -

co DO

4.10 10 100 P.C. Concrete Pavement Placement SY $~.- - x 5,000 = $ ,g),~. :-

4.10 10 200 Dowel jointed P.C. Concrete 00 ocPavement Placement SY $ as'. - . x 5,000 = $ \1S: 000.-:-

00 ~

4.10 10 300 Full Depth P.c.c. Patch Placement SY $,5. - - x 1,000 = $ 1~,OCO.:-

4.10 10 400 Partial Depth P.C.C. Patch 010

Placement SY $~.c:9 x 500 = $ ;z.S,OOO. - -

4.10 20 100 Portland Cement Concrete for~

Pavement CY $ '''0.09)( 10,000 = $ '. t ~.OCD, -

4.11 10 100 Hot Poured joint Sealant ~ It) O.flF $ .- 0 II! 10,000 = $ 141,000. -

4.11 10 200 low Modulus Silicone joint Sealant'" 1°

~

(Self-leveling) IF $ .- x 10,000 = Stll,OOo. - .

4.12 10 100 Diamond Grinding Concrete0;:) ~

Pavement SY $10.- - x 5,000 = $ Ci£)/OOO• 0

August 2014 SOK Parking Lot I Paving Maintenance Contract CAP~

\5013Section 5 Incidental Construction 005.01 10 100 Concrete Curb LF $ 14$.c:e - x 1,000 = $ lS-,OCO. - .

00co

5.01 10 200 Combined Curb and Gutter IF $3~'- • )( 1,000 = $ o~,ocP. -~

00 005.01 10 300 Asphalt Curbing IF $4.i'O.- * )( 1,000 = $"It,dP. - *

00 tP5.02 10 100 Concrete Sidewalk SY $ {£o.- • )( 1,000 = $ tA,O/aD. -.

$ 10.C!9 •~

5.02 10 200 Asphalt Sidewalk SY x 1,000 = $ ,o,CX)O. -_

$ '8.~ - co5.03 10 100 Standard Bedding Material, Class C CY ]( 1,000 = $ It,a:o. -.

00 005.03 20 100 Pipe Underdrain Cover Material CY $ ao. ... · x 1,000 = $ a~l:CDo-.

5.03 30 100 Trench Excavation qO- eeCY $ .- · x 1,000 = $ q,Ocg. .

~00

5.03 40 100 6" Perforated Pipe Underdrain IF $\'5.- - x 300 = $ ~, $"00....

$ \'S.~00

5.03 40 200 6" Non·Perforated Pipe Underdrain IF · )( 500 = $ 7,SOO. - •

co tS5.04 10 100 Removal of Asphalt Pavement SY Su· - x 5,000 = S!O,oc:c. .

S i. O,,9~

5.04 10 200 Removal of Concrete Pavement SY x 5,000 = saS,ODO. .

s,~.~fP

5.04 10 300 Removal of Sidewalk SY x 1,000 = $ lS,cOO·- •

$ 'O.~ lO.ooo.ce

5.04 10 400 Removal of Curb and Gutter IF · x 1,000

S4.~co

5.04 10 SOD Saw Cut Pavement IF )( 1,000 = $ &.\,000. - ~

Removal of Fence S'l..~00

5.04 10 600 IF x 1,000 = $ "2,000. - +

OlD ce5.05 10 100 Mobilization, less than 50 miles EA $ ~ClOO.- x 1 = $ l.()OI). •

00 005.05 10 200 Mobilization, 50 to 100 miles EA $l.~ - . )( 1 = $ It $'tlC>. - •

00 ~5.05 10 300 Mobilization, 100 to 200 miles EA $ 2,000.- - x 1 = $ '2,fX)O. •

$ ~,O)J.e00

5.05 10 400 Mobilization, More than 200 miles EA )( 1 = $3,000.- •

5.05 20 100 Haul rate MI $4.~ · x 1 = $~.~

August 2014 SOK Parking Lot I Paving Maintenance Contract CAP, 4li9jlg'

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Section 6 Traffic Control 00

6.01 10 100 Sheet Aluminum Signs SF $ 'l.S".C€! _ )( 1,000 = $ 2.S,CI:»":"' +

$ ao.~CP

6.01 10 200 Extruded Aluminum Panel Signs SF l( 1,000 = $ aD,OD>. - &

$ ,.o.~oa

6.01 20 100 Mast Arm Mounted Signs SF ~ x 1,000 = $t£O,txD.- .

6.02 10 100 Galvanized Steel Wide Flange~

Beam Posts IF $ ~$se x 500 = $ n,~·-·

$ 2.S.~CIO

6.02 10 200 Galvanized Steel Pipe Posts IF x SOD = $ l'l..S'OO· - .

6.02 20 100 Square Tube Post IF $20~ 500 $ '0 ,(5Dt).f!'

)( = -00 ec

6.02 20 200 Flange Channel Posts IF $ ZD.- x 500 = $ lO~·~,6.02 30 100 Remove and Reset Existing Signs oC> ~SF $ 5'. - )( 1,000 = $ C5,OLt>. •

10 Wheel Stops $19>~e

6.04 100 EA lI: 500 = $7'",000•.

Section 7 Pavement Marking$ 1.S!> co

7.01 10 100 Stripe Paint, White IF )( 5,000 = $ 7,S1:O· - -

$ \.~00

7.01 10 200 Stripe Paint, Yellow IF )( 5,000 = $ 7,S'OQ - -

$ t.es CIt>7.01 10 300 Stripe Paint, Blue IF )( 2,500 = $ S,CCO. - .

CD ~7.01 20 100 Arrow, Words, or Symbols, White EA $300.- . x 100 = $ 3D, CIIX).

GO 00

$ 3D,0l». -7.01 20 200 Arrow, Words, or Symbols, Yellow EA S "&).').- - x 100 = +

00 co7.01 20 300 Arrow, Words, or Symbols, Blue EA SaClO.- . )( 100 = $ ac>, ODD. -.

S' .$£CO

7.02 10 100 Pavement Stripe Removal IF x 1,000 = $ I, SOD. - •

7.02 10 200 Pavement Arrow, Words or Symbol 00 ~Removal EA $ 2C1:'·- - x 100 = $ 1..0 ,000. +

August 2014 SOK Parking lot I Paving Maintenance Contract CAP1t-t501O'

rSbl5Section 8 Miscellaneous 00CO8.01 10 100 Civil Engineer Plans & Specs HR $?£J:j.- j( 1 = $ 3CJ:>. -

$ t.DIJ.Q4l>

8.02 10 100 Fire Marshall Review SF x 5.000 = $ lb,OcP.-

8.03 10 100 Storm Water Pollution Prevention CO <z!Plan EA $S,cLi>. -. )( 1 = $ to I Qt7:.>.

8.04 10 100 Construction Staking~ ~

HR $"£llD. . )( 1 = $ 3.~. .

4 00 ClO8.05 10 100 Asphalt Quality Control TON $ .- - )( 1,000 = $ ~,~. -.

8.05 10 200 Concrete Quality Control $ L/.~ !l!.SV - x 1,000 = $ 4,0lJI). .

00Total Price ~ 7, GDt 2.sLj.-

THE TOTAL PRICE IS THE SUM OF ALL PRICES IN THE EXTENDED PRICE COLUMN

The requirements of the OOOT Specifications referenced in this Project Manual,supersede the requirements of the specifications contained in this Project

Manual, should there be any conflict.

Pay Unit Abbreviations

Pay Unit SvmbolCubic Foot CFCubic Yard CY

Each EAGallon GAL

1.000 Gallons KGALHour HOUR

Linear Foot LFMile MI

Pound LBSauare Foot SFSauare Yard SY

Ton TONVertical Foot VF