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FDOT Compbook Sections Section Pay Item Description Pages 104-10-2 Synthetic Bales 2-3 104-13-1 Staked Silt Fence 4-6 110-1-1 Selective Clearing and Grubbing 7-8 110-4 Removal of Existing Concrete Pavement 9-10 120-2-2 Borrow Excavation 11-13 120-6 Embankment 14-16 160-4 Type B Stabilization 17-19 210-2 Limerock New Material 20-24 327-70-1 Milling Existing Asphalt Pavement Avg Depth 1” 25-26 334-1-12 Superpaver Asphaltic Concrete 27-30 339-1 Asphalt Cold Patch 31-32 400-1-15 Concrete Class I 33-34 400-5 Pervious Concrete 35-37 443-70-4 French Drain. 24" 38 443-71-1 Ballast Rock (not a pay item) 39 514-71-1 Plastic Filter Fabric 40-41 522-1 Concrete 4" 42-43 522-2 Concrete. 6” 44 570-1-2 Performance Turf 45-47

Page No.____________

OVER/UNDERRUN

NW 6th Street (C-1) RT Exist. Catch Basin (Qty 4)LT Exist. Catch Basin (Qty 3)

NW 6th Street (C-2) RT 13.0 LF Exist. Catch Basin (Qty 1)LT 13.0 LF Exist. Catch Basin (Qty 1)

26.0NW 5th Street (C-3) RT 13.0 LF Exist. Catch Basin (Qty 1)

13.0

NW 5th Street (C-4) RT 13.0 LF Exist. Catch Basin (Qty 2)LT 26.0 LF Exist. Catch Basin (Qty 1)

39.0NW 5th Street (C-5) RT 26.0 LF Exist. Catch Basin (Qty 2)

LT 39.0 LF Exist. Catch Basin (Qty 3)65.0

143 LF260 LF

Signature: Print Name:

LOCATION LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH

*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS

DESIGN ORIGINAL

EXTRA NOTES / REMARKS:

SHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)

Design Engineers Responsible for Calculations: All support measurements and computations have been

If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.

CONSTRUCTION FINAL

REMARKS

Plan Quantity Concept Signature Block

< PROJECT GRAND TOTAL >< PAGE TOTAL >

LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH

STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

LINEAR MEASUREMENT, COMPONENT WEIGHT, PER HOUR, PER DAY OR PER EACH COMPUTATIONS

REFERENCE

PAY ITEM NO. 0104 10 2

FORM 700-050-03CONSTRUCTION

09/07

SYNTHETIC BALES

REFERENCES/REMARKS

PAY ITEM DESCRIPTION

SIDE

included for this Plan Quantity item.

NOTES FOR EXPLANATION OF OVER/UNDER RUN:

Page No.____________

OVER/UNDERRUN

NW 5th Street (C-6) LT 26.0 LF Exist. Catch Basin (Qty 2)RT 26.0 LF Exist. Catch Basin (Qty 2)

52.0NW 44th Avenue (C-7) LT 13.0 LF Exist. Catch Basin (Qty 1)

RT 13.0 LF Exist. Catch Basin (Qty 1)26.0

NW 4th Terrace (C-8) RT 13.0 LF Exist. Catch Basin (Qty 1)13.0

NW 45th Ave (C-9)

NW 45th Ave (C-10)LT 26.0 LF Exist. Catch Basin (Qty 2)RT 26.0

117 LF

NUMBER PER HOUR, DAY, EACH

*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS < PAGE TOTAL >SHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)


LOCATION SIDEDESIGN ORIGINAL CONSTRUCTION FINAL

LENGTH*, COMPONENT WEIGHT*, ORREFERENCES/REMARKS

LENGTH*, COMPONENT WEIGHT*, ORREFERENCE REMARKS


PAY ITEM DESCRIPTION SYNTHETIC BALES


LINEAR MEASUREMENT, COMPONENT WEIGHT, PER HOUR, PER DAY OR PER EACH COMPUTATIONS FORM 700-050-03CONSTRUCTION

09/07


Page No.____________

OVER/UNDERRUN

NW 6th Street (C-1)10+55.00 to 15+00.00 RT 465.0 LF Inc. 10 lf to street ea. side

465.0

NW 6th Street (C-2)15+00.00 to 18+50.00 RT 370.0 LF Inc. 10 lf to street ea. side15+60.00 to 15+80.00 RT 50.0 LF Around S-1

420.0

NW 5th Street (C-3)13+40.00 to 15+00.00 RT 180.0 LF Inc. 10 lf to street ea. side13+50.00 to 13+80.00 RT 35.0 LF Around S-310+70.00 to 10+80.00 RT 35.0 LF Around Exist CB to N

250.0

1,135 LF4,252 LF


STAKED SILT FENCE, TYPE III



DESIGN ORIGINAL CONSTRUCTION FINAL

< PAGE TOTAL >

REFERENCES/REMARKSLENGTH*, COMPONENT WEIGHT*, OR


LOCATION




REMARKS


< PROJECT GRAND TOTAL >If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.




REFERENCE



09/07


SIDE LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH

Page No.____________

OVER/UNDERRUN

NW 5th Street (C-4)15+00.00 to 18+50.00 RT 374.0 LF Inc. 12 lf to street ea. side15+70.00 to 15+80.00 RT 50.0 LF Around S-416+80.00 to 17+00.00 RT 50.0 LF Around S-516+80.00 to 17+00.00 RT 50.0 LF Around CB to North

524.0NW 5th Street (C-5)29+80.00 to 34+00.00 LT 444.0 LF Inc. 12 lf to street ea. side29+80.00 to 30+00.00 LT 35.0 LF Around S-1730+20.00 to 30+40.00 LT 35.0 LF Around S-730+70.00 to 30+90.00 LT 35.0 LF Around S-831+90.00 to 32+10.00 LT 50.0 LF Around S-9, S-9A32+70.00 to 33+00.00 LT 54.0 LF Around S-10, S-10A32+70.00 to 32+90.00 RT 35.0 LF Around S-10B33+40.00 to 33+60.00 LT 35.0 LF Around S-1133+60.00 to 33+70.00 LT 50.0 LF Around S-12, S-12A33+60.00 to 33+70.00 RT 35.0 LF Around S-12B

808.0NW 5th Street (C-6)34+00.00 to 36+50.00 RT 274.0 LF Inc. 12 lf to street ea. side36+40.00 to 36+50.00 RT 35.0 LF Around S-13

309.0NW 44th Ave (C-7)9+00.00 to 11+50.00 RT 274.0 LF Inc. 12 lf to street ea. side11+20.00 to 11+40.00 LT 50.0 LF Around S-1411+20.00 to 11+40.00 RT 35.0 LF Around CB to West

359.0

2,000 LF

PAY ITEM DESCRIPTION STAKED SILT FENCE, TYPE III



09/07


SIDEDESIGN ORIGINAL CONSTRUCTION FINAL



NUMBER PER HOUR, DAY, EACH NUMBER PER HOUR, DAY, EACH



LOCATION

Page No.____________

OVER/UNDERRUN

NW 4th Terrace (C-8)12+00.00 to 12+50.00 RT 74.0 LF Inc. 12 lf to street ea. side12+20.00 to 12+50.00 RT 35.0 LF Around S-1512+40.00 to 12+50.00 RT 35.0 LF Around S-16

144.0

NW 45th Ave (C-9)6+30.00 to 8+00.00 RT 194.0 LF Inc. 12 lf to street ea. side8+75.00 to 10+60.00 RT 209.0 LF Inc. 12 lf to street ea. side

403.0NW 45th Ave (C-10)12+00.00 to 15+30.00 RT 354.0 LF Inc. 12 lf to street ea. side17+90.00 to 18+50.00 RT 84.0 LF Inc. 12 lf to street ea. side14+70.00 to 14+90.00 RT 44.0 LF Around S-1914+70.00 to 14+90.00 LT 44.0 LF Around S-19A14+70.00 to 14+90.00 RT 44.0 LF Around S-22

570.0

1,117 LF

PAY ITEM DESCRIPTION STAKED SILT FENCE, TYPE III



09/07


SIDEDESIGN ORIGINAL CONSTRUCTION FINAL



NUMBER PER HOUR, DAY, EACH NUMBER PER HOUR, DAY, EACH



LOCATION

Page No.____________

PAY ITEM NO.

1 LUMP SUM

ACRE

MISCELLANEOUS INCREASES ORVOLUME WEIGHT ITEMS* DECREASES

MEASURE MEASURE

NW 6th Street

NW 6th Street 0.24

NW 5th Street 0.12

NW 5th Street 0.18

NW 5th Street 0.24

NW 5th Street 0.20

NW 47th Avenue 0.22


STATION LOCATION


VOLUME WEIGHT ITEMSAREA ITEMS

AREALENGTH


WIDTH

SECONDARY UNIT COMPUTATIONS

DESIGNER QUANTITY (WITH SECONDARY UNITS, SEE BELOW)CONSTRUCTION FINAL QUANTITY

(Selective)

CONSTRUCTION FINAL

REFERENCESEACH

MEASURE

EA. ITEMSREFERENCES

DESIGN ORIGINAL

LINEAR

LINEAR ITEMS

(C-3)


LUMP SUM QUANTITIES

DESIGNER QUANTITY (NO SECONDARY UNIT)CONSTRUCTION FINAL QUANTITY

0110 1 1

CLEARING & GRUBBING


09/07

(C-1)

(C-2)


(C-6)

(C-7)

(C-4)

(C-5)

Page No.____________

PAY ITEM NO.

LUMP SUM

ACRE

MISCELLANEOUS INCREASES ORVOLUME WEIGHT ITEMS* DECREASES

MEASURE MEASURE

NW 4th Terrace 0.07

NW 47th Avenue 0.23

NW 45th Avenue 0.16

Total 1.66

PAY ITEM DESCRIPTION CLEARING & GRUBBING DESIGNER QUANTITY (NO SECONDARY UNIT)

CONSTRUCTION FINAL QUANTITY

CONSTRUCTION FINAL QUANTITYPAY ITEM DESCRIPTION (Selective) DESIGNER QUANTITY (WITH SECONDARY UNITS, SEE BELOW)


LUMP SUM QUANTITIES FORM 700-050-05CONSTRUCTION

09/07

0110 1 1

SECONDARY UNIT COMPUTATIONS

STATION LOCATION


AREA ITEMS VOLUME WEIGHT ITEMS LINEAR ITEMS EA. ITEMSREFERENCES

(C-9)

REFERENCESLENGTH WIDTH AREA

LINEAREACH

MEASURE

(C-8)

(C-10)

NOTES FOR EXPLANATION OF OVER/UNDER RUN


Page No.____________

PAY ITEM NO. 0110 4

TRAV. SOR I

PAGE D CURVE AREA AREANO. E CORR(+/-) (SY) (SY)

SW 6th Street (C-1)14+70.00 to 14+80.00 RT 5.00 8.00 4.4 4550 SW removal, 2 flags11+20.00 to 11+40.00 RT 5.00 12.00 6.7 4640 SW removal, 3 flags

11.1SW 6th Street (C-2)15+30.00 to 15+40.00 LT 5.00 12.00 6.7 4541 SW removal, 3 flags16+00.00 to 16+10.00 RT 5.00 12.00 6.7 4530 SW removal, 3 flags

13.4SW 5th Street (C-3)13+98.00 to 14+08.00 RT 9.00 12.00 12.2 4600 DW removal

12.2SW 5th Street (C-4)

to

SW 5th Street (C-5)to

SW 5th Street (C-6)to

3789




AREA COMPUTATIONS FORM 700-050-01CONSTRUCTION

09/07

DESIGN ORIGINAL



WIDTHWIDTH LENGTH


LENGTH

CONSTRUCTION FINAL

REMOVAL OF EXISTING CONCRETE PAVEMENT

REMARKS


REMARKS

Design Engineers Responsible for Calculations: All support measurements and computations have been included for this Plan Quantity item.


STATION TO STATION

Page No.____________

PAY ITEM NO. 0110 4

TRAV. SOR I


NW 44th Avenue (C-7)10+46.00 to 10+65.00 RT 15.00 10.00 16.7 531 44th Ave, DW

LT 5.00 20.00 11.1 544 44th Ave, SW, 5 flagsLT 5.00 12.00 6.7 654 44th Ave, SW, 3 flags

34.4NW 4th Terrace (C-8)

NW 44th Avenue (C-9)7+30.00 to 7+40.00 RT 5.00 8.00 6.7 475 NW 45th Ave, 2 flags9+80.00 to 9+90.00 RT 5.00 8.00 6.7 501 NW 45th Ave, 2 flags

13.4NW 44th Avenue (C-10)14+72.00 to 14+78.00 LT 40.00 4.4 SW west of S-20

4.4

52 < PAGE TOTAL >


STATION TO STATIONDESIGN ORIGINAL CONSTRUCTION FINAL

WIDTH LENGTH REMARKS WIDTH LENGTH

PAY ITEM DESCRIPTION REMOVAL OF EXISTING CONCRETE PAVEMENT

REMARKS


AREA COMPUTATIONS CONTINUATION FORM 700-050-01CONSTRUCTION

09/07

Page No.____________

PAY ITEM DESCRIPT

VOLUME COMPACTED VOLUME MEASURE OVER/UNDER(CY) VOL (CY) (CY) RUN

NW 6th Street (C-1) add 10%S-1 to Exist CB (N) 5.0 5.5 12" pipeS-1 to Exist FD (W) 9.0 9.9 Unknown sizeS-1 to 15+00 (E) 57.0 62.7 24" pipe

71.0NW 6th Street (C-2)15+00 to S-2 84.0 92.4 24" CAPS-2 to Exist CB (N) 10.0 11.0 15" pipeS-2 to Exist CB (S) 7.0 7.7 15" pipe15+65 to 18+05 (S-2 to S-3) 302.0 332.2 24" CAPS-3 to S-3A, S-3 to S-3B 22.0 24.2 15" pipe18+05 to 18+56 (S-3 to S-4) 64.0 70.4 24" CAP

489.0NW 5th Street (C-3)13+55 to 15+00 172.0 189.2 24" CAP

NW 5th Street (C-4)15+00 to 15+50 60.0 66.0 24" CAP16+80 to 18+60 227.0 249.7 24" CAP

1,0193,159



STATION TO STATIONPIT NO.

REMARKSOR

DAILY REPORT OF TRUCK MEASURED MATERIAL


VOLUME MEASURE ITEMS


REMARKS

PAY ITEM NO.


09/07

0120 2 2

BORROW EXCAVATION, TRUCK MEASURE







Page No.____________



NW 5th Street (C-5)30+20 to 30+75 88.0 96.8 24" CAP (S-7 to S-8)S-9 to S-9A 10.4 11.4 18" pipeS-9 to S-10 73.0 80.3 24" CAPS-10 to S-10A 10.4 11.4 18" pipeS-10 to S-10B 35.0 38.5 18" pipe32+84.00 to 33+40.00 71.0 78.1 24" CAP S-10 to S-1133+40.00 to 33+64.00 25.0 27.5 24" CAP S-11 to S-12S-12 to S-12A 10.4 11.4 18" pipeS-12 to S-12B 35.0 38.5 18" pipe33+64.00 to 34+00.00 33.0 36.3 24" CAP S-12 to match line

NW 5th Street (C-6)34+00.00 to 35+46.00 130.0 143.0 27"x21" CAP M/L to S-13A35+46.00 to 36+68.00 109.0 119.9 27"x21" CAP S-13A to S-13EX MH to S-13 30.0 33.0 18" CAP EX MH to S-13EX MH to S-13 29.0 31.9 18" CAP EX MH to S-13

NW 44th Avenue (C-7)EX MH to S-11 236.0 259.6 24" CAP

NW 4th Terrace (C-8)12+10.00 to 12+55.00 26.0 28.6 18" pipe

951 1,046 < PAGE TOTAL >


STATION TO STATION DESIGN ORIGINAL CONSTRUCTION FINALPIT NO.OR

REMARKS REMARKSDAILY REPORT OF TRUCK MEASURED MATERIAL

BORROW EXCAVATION TRUCK MEASURE


VOLUME MEASURE ITEMS FORM 700-050-04CONSTRUCTION

09/07


Page No.____________



NW 45th Avenue (C-9)6+48.00 to 6+80.00 19.0 20.9 20"x16" CAP, S-15 to S-166+80.00 to 7+38.00 52.0 57.2 20"x16" CAP, S-16 to S-16A16A to 16B 14.0 15.4 18" pipe16A to 16C 9.0 9.9 18" pipe7+38.00 to 8+14.00 70.0 77.0 27"x21" CAP, S-16A to S-178+14.00 to 8+30.00 26.0 28.6 27"x21" CAP, S-17 to S-79+00.00 to 9+90.00 128.0 140.8 40"x31" CAP, S-7 to S-69+90.00 to 12+00.00 358.0 393.8 S-6 to M/L

676.0NW 45th Avenue (C-10)12+00.00 to 12+50.00 96.0 105.6 40"x31" CAP,M/L to S-212+50.00 to 14+28.00 163.0 179.3 40"x31" CAP, S-2 to S-1814+28.00 to 14+28.00 8.0 8.8 40"x31" CAP, S-18 to S-1914+28.00 to 14+83.00 62.0 68.2 40"x31" CAP, S-19 to S-20S-20 to Exist CB (W) 8.0 8.8 18" pipeS-20 to Exist CB (E) 8.0 8.8 18" pipe14+83.00 to 14+93.00 15.0 16.5 40"x31" CAP, S-20 to S-2114+93.00 to 15+15.00 25.0 27.5 40"x31" CAP, S-21 to S-2218+42.00 to 17+72.00 79.0 86.9 40"x31" CAP, S-22 to S-2315+20.00 to 15+58.00 49.0 53.9 40"x31" CAP, S-23 to S-24

513.0

1,189 < PAGE TOTAL >




BORROW EXCAVATION, TRUCK MEASURE



09/07


Page No.____________


VOLUME MEASURE VOLUME MEASURE OVER/UNDER(CY) (CY) RUN

NW 6th Street (C-1)S-1A to Exist CB (N) 5.5 12" pipeS-1A to Exist FD (W) 9.9 Unknown sizeS-1A to 15+00 (E) 62.7 24" pipe

78.1NW 6th Street (C-2)15+00 to S-2 92.4 24" CAPS-2 to Exist CB (N) 11.0 15" pipeS-2 to Exist CB (S) 7.7 15" pipe15+65 to 18+05 (S-2 to S-3) 332.2 24" CAPS-3 to S-3A, S-3 to S-3B 24.2 15" pipe18+05 to 18+56 (S-3 to S-4) 70.4 24" CAP

537.9NW 5th Street (C-3)13+55 to 15+00 189.2 24" CAP

NW 5th Street (C-4)15+00 to 15+50 66.0 24" CAP16+80 to 18+60 249.7 24" CAP

315.7

1,1213,513




REMARKSOR





REMARKS

PAY ITEM NO.


09/07

0120 6

EMBANKMENT







Page No.____________



NW 5th Street (C-5)30+20 to 30+75 96.8 24" CAP (S-7 to S-8)S-8 to S-8A 18.7 15" pipeS-8 to S-8B 18.7 15" pipeS-9 to S-9A 11.4 15" pipeS-9 to S-10 80.3 24" CAPS-10 to S-10A 11.4 15" pipeS-10 to S-10B 38.5 15" pipe32+84.00 to 33+40.00 78.1 24" CAP S-10 to S-1133+40.00 to 33+64.00 27.5 24" CAP S-11 to S-12S-12 to S-12A 11.4 15" pipeS-12 to S-12B 38.5 15" pipe33+64.00 to 34+00.00 36.3 24" CAP S-12 to match line

467.7NW 5th Street (C-6)34+00.00 to 35+46.00 143.0 27"x21" CAP M/L to S-13A35+46.00 to 36+68.00 119.9 27"x21" CAP S-13A to S-13EX MH to S-13 33.0 18" CAP EX MH to S-13EX MH to S-13 31.9 18" CAP EX MH to S-13

327.80NW 44th Avenue (C-7)EX MH to S-11 259.6 24" CAP

NW 4th Terrace (C-8)12+10.00 to 12+55.00 28.6 18" pipe

1,084



09/07

PAY ITEM NO. 0120 6

EMBANKMENTSTATION TO STATION DESIGN ORIGINAL CONSTRUCTION FINALPIT NO.

ORREMARKS REMARKS


< PAGE TOTAL >


Page No.____________



NW 45th Avenue (C-9)6+48.00 to 6+80.00 20.9 20"x16" CAP, S-15 to S-166+80.00 to 7+38.00 57.2 20"x16" CAP, S-16 to S-16A16A to 16B 15.4 18" pipe16A to 16C 9.9 18" pipe7+38.00 to 8+14.00 77.0 27"x21" CAP, S-16A to S-178+14.00 to 8+30.00 28.6 27"x21" CAP, S-17 to S-79+00.00 to 9+90.00 140.8 40"x31" CAP, S-7 to S-69+90.00 to 12+00.00 393.8 S-6 to M/L

743.6NW 45th Avenue (C-10)12+00.00 to 12+50.00 105.6 40"x31" CAP,M/L to S-212+50.00 to 14+28.00 179.3 40"x31" CAP, S-2 to S-1814+28.00 to 14+28.00 8.8 40"x31" CAP, S-18 to S-1914+28.00 to 14+83.00 68.2 40"x31" CAP, S-19 to S-20S-20 to Exist CB (W) 8.8 18" pipeS-20 to Exist CB (E) 8.8 18" pipe14+83.00 to 14+93.00 16.5 40"x31" CAP, S-20 to S-2114+93.00 to 15+15.00 27.5 40"x31" CAP, S-21 to S-2218+42.00 to 17+72.00 86.9 40"x31" CAP, S-22 to S-2315+20.00 to 15+58.00 53.9 40"x31" CAP, S-23 to S-24

564.3





EMBANKMENT



09/07

PAY ITEM NO. 0120 6

Page No.____________

PAY ITEM NO. 0160 4

TRAV. SOR I

PAGE D AREA AREA AREANO. E SF (SY) (SY)

NW 6th Street (C-1)14+50.00 to 15+00.00 300 33.3 Trench

NW 6th Street (C-2)18+05.00 to 18+05.00 150 16.7 S-3A18+05.00 to 18+05.00 90 10.0 S-3B18+55.00 to 18+63.00 100 11.1 S-4A15+00.00 to 18+63.00 2178 242.0 Trench

NW 5th Street (C-3)110.00 12.2 Concrete DW 4600

13+60.00 to 15+00.00 840 93.3 Trench

NW 5th Street (C-4)15+00.00 to 15+50.00 300 33.3 Trench16+80.00 to 18+60.00 1260 140.0 Trench

5921,713


REMARKS


REMARKS



STATION TO STATIONLENGTH

CONSTRUCTION FINAL

TYPE B STABILIZATION



WIDTHWIDTH LENGTH


AREA COMPUTATIONS



09/07


DESIGN ORIGINAL

Page No.____________

PAY ITEM NO. 0160 4

TRAV. SOR I


NW 5th Street (C-5)30+80.00 to 30+80.00 250 27.8 S-8A, S-8B32+00.00 to 32+25.00 250 27.8 S-9A, S-9B32+75.00 to 32+85.00 140 15.6 S-10A32+75.00 to 32+85.00 160 17.8 S-10B33+60.00 to 33+65.00 60 6.7 S-12A33+60.00 to 33+65.00 60 6.7 S-12B29+90.00 to 30+75.00 425 47.2 Trench32+00.00 to 33+65.00 825 91.7 Trench

NW 5th Street (C-6)34+00.00 to 36+70.00 1620 180.0 Trench

NW 44th Avenue (C-7)8+80.00 to 11+30.00 1250 138.9 Trench

154.00 17.1 Concrete DW 531

NW 4th Terrace (C-8)12+10.00 to 12+50.00 200 22.2 Trench

599


STATION TO STATIONREMARKS WIDTH



09/07

TYPE B STABILIZATIONPAY ITEM DESCRIPTION

< PAGE TOTAL >


WIDTH LENGTH LENGTH REMARKS

Page No.____________

PAY ITEM NO. 0160 4

TRAV. SOR I


NW 45th Avenue (C-9)7+38.00 to 7+42.00 86.0 9.6 S-16B7+38.00 to 7+42.00 78.0 8.7 S-16C8+17.00 to 8+22.00 62.0 6.9 S-17A6+55.00 to 6+72.00 85 9.4 Trench6+60.00 to 9+90.00 1650 183.3 Trench9+95.00 to 12+00.00 1230 136.7 Trench

NW 45th Avenue (C-10)12+00.00 to 12+50.00 300 33.3 Trench14+25.00 to 15+55.00 780 86.7 Trench17+70.00 to 18+40.00 420 46.7 Trench

521


STATION TO STATIONREMARKS WIDTH



09/07

TYPE B STABILIZATIONPAY ITEM DESCRIPTION

< PAGE TOTAL >


WIDTH LENGTH LENGTH REMARKS

Page No.____________


AREA VOLUME MEASURE VOLUME MEASURE OVER/UNDER(SF) (CY) (CY) RUN

NW 6th Street (C-1)14+00.00 to 14+30.00 239 5.9 #4560 DW14+50.00 to 14+95.00 341 8.5 #4550 DW14+50.00 to 15+00.00 6 300 11.1 Trench

880 5.5 add 2" comment from City31.0

NW 6th Street (C-2)15+90.00 to 16+30.00 200 5.0 #4530 DW (includes both)17+00.00 to 17+30.00 249 6.2 #4520 DW17+00.00 to 17+30.00 249 6.2 #4510 DW17+50.00 to 18+05.00 469 11.6 #4510/4500 DW18+05.00 to 18+05.00 150 5.6 S-3A18+05.00 to 18+05.00 90 3.3 S-3B18+55.00 to 18+63.00 100 3.7 S-4A15+00.00 to 18+63.00 6 2178 80.7 Trench


176831


< PROJECT GRAND TOTAL < PAGE TOTAL >


REMARKSOR





REMARKS

PAY ITEM NO.


09/07

0210 2

LIMEROCK-NEW MATERIAL



NOTES FOR EXPLANATION OF OVER/UNDER R




Page No.____________



NW 5th Street (C-3)13+60.00 to 13+70.00 141 3.5 #4600 DW14+20.00 to 14+50.00 268 6.7 #4550 DW14+80.00 to 15+00.00 98 2.4 #4540 DW13+60.00 to 15+00.00 6 840 31.1 Trench


NW 5th Street (C-4)15+50.00 to 15+65.00 205 5.1 #4530 DW16+80.00 to 16+95.00 85 2.1 #4510 DW17+25.00 to 17+50.00 197 4.9 #4500 DW15+00.00 to 15+50.00 6 300 11.1 Trench16+80.00 to 18+60.00 7 1260 46.7 Trench


134




PAY ITEM NO.


09/07


0210 2

REMARKS

CONSTRUCTION FINAL

REMARKS

DESIGN ORIGINALSTATION TO STATIONPIT NO.

OR DAILY REPORTOF TRUCK MEASURED MATERIAL

< PAGE TOTAL >

Page No.____________

PAY ITEM DESC


NW 5th Street (C-5)30+70.00 to 30+85.00 140 3.5 501 45th Ave DW30+80.00 to 30+80.00 250 9.3 S-8A, S-8B32+00.00 to 32+25.00 250 9.3 S-9A, S-9B32+00.00 to 32+25.00 195 4.8 4411 5th St DW32+65.00 to 32+80.00 146 3.6 500 44th Ave DW32+75.00 to 32+85.00 140 5.2 S-10A32+75.00 to 32+85.00 160 5.9 S-10B33+60.00 to 33+65.00 60 2.2 S-12A33+60.00 to 33+65.00 60 2.2 S-12B29+90.00 to 30+75.00 5 425 15.7 Trench32+00.00 to 33+65.00 5 825 30.6 Trench


NW 5th Street (C-6)34+30.00 to 34+45.00 125 3.1 #4381 DW34+95.00 to 35+10.00 102 2.5 #4373 DW35+90.00 to 36+00.00 58 1.4 #4365 DW34+00.00 to 36+70.00 6 1620 60.0 Trench


188 < PAGE TOTAL >

CONSTRUCTION FINAL

REMARKS


ORDAILY REPORT OF TRUCK MEASURED MATERIAL



PAY ITEM NO.


09/07


0210 2

REMARKS


Page No.____________



NW 44th Ave (C-7)11+70.00 to 11+85.00 61.0 1.5 #540 DW11+20.00 to 11+45.00 229.0 5.7 #535 DW11+00.00 to 11+20.00 121.0 3.0 #528 DW10+45.00 to 10+60.00 117.0 2.9 #526 DW10+21.00 to 10+36.00 112.0 2.8 #522 DW9+50.00 to 9+95.00 402.0 10.0 #511 DW9+20.00 to 9+35.00 177.0 4.4 #4391 5th St DW8+80.00 to 11+30.00 5 1250 46.3 Trench


NW 4th Terrace (C-8)12+05.00 to 12+10.00 43.0 1.6 EXIST CB12+10.00 to 12+50.00 5 200 7.4 Trench


103 < PAGE TOTAL >

CONSTRUCTION FINAL

REMARKS





PAY ITEM NO.


09/07


0210 2

REMARKS


Page No.____________



NW 45th Ave (C-9)7+38.00 to 7+42.00 86.0 3.2 S-16B7+38.00 to 7+42.00 78.0 2.9 S-16C7+45.00 to 7+58.00 71.0 1.8 #475 DW8+17.00 to 8+22.00 62.0 2.3 S-17A10+75.00 to 10+93.00 143.0 3.5 #521 DW11+40.00 to 11+90.00 494.0 12.3 #531-41 DW6+55.00 to 6+72.00 5 85 3.1 Trench6+60.00 to 9+90.00 5 1650 61.1 Trench9+95.00 to 12+00.00 6 1230 45.6 Trench


NW 45th Ave (C-10)10+25.00 to 10+40.00 78.0 1.9 #601 DW10+70.00 to 10+85.00 68.0 1.7 #611 DW12+00.00 to 12+50.00 6 300 11.1 Trench14+25.00 to 15+55.00 6 780 28.9 Trench17+70.00 to 18+40.00 6 420 15.6 Trench


230 < PAGE TOTAL >

CONSTRUCTION FINAL

REMARKS





PAY ITEM NO.


09/07


0210 2

REMARKS


Page No.____________


TRAV. SOR I


NW 6th Street (C-1) Area (SF)10+65.00 to 15+00.00 21.00 435.00 9,135.00 1,015.0

NW 6th Street (C-2)15+00.00 to 18+02.00 21.00 302.00 6,342.00 704.7

NW 5th Street (C-3)10+60.00 to 15+00.00 21.00 440.00 9,240.00 1,026.7

NW 5th Street (C-4)15+00.00 to 17+83.00 18.70 283.00 5,292.10 588.0

NW 5th Street (C-5)30+70.00 to 32+84.00 20.50 214.00 4,387.00 487.432+84.00 to 34+00.00 varies varies 5,430.00 603.3 Int of 5th St & 44th Ave

1,090.8NW 5th Street (C-6)34+00.00 to 36+79.00 varies varies 6,571.00 730.1 Incl. Int. of 5th St & 43rd Pl

5,15510,679





09/07

DESIGN ORIGINAL



WIDTHWIDTH LENGTH


LENGTH

CONSTRUCTION FINAL

MILLING EXIST ASPH PAVT, 1" AVG DEPTH

REMARKS


REMARKS



STATION TO STATION

Page No.____________


TRAV. SOR I


NW 44th Avenue (C-7) Area (SF)9+25.00 to 14+66.00 varies varies 11,502.00 1,278.0

1,278.0NW 4th Terrace (C-8)

NW 45th Avenue (C-9)6+33.00 to 7+16.00 varies varies 3,285.00 365.0 Incl. Int. of 4th Terr & 45th Av7+16.00 to 9+43.00 varies varies 5,907.00 656.3 Incl. Int. 5th St (S) & 45th Av9+43.00 to 10+53.00 varies varies 4,546.00 505.1 Incl. Int. 5th St (N) & 45th Av10+53.00 to 12+00.00 21.00 147.00 3,087.00 343.0

1,869.4NW 45th Avenue (C-10)12+00.00 to 12+98.00 varies varies 3,687.00 409.7 Incl. Int. 6th St & 45th Av12+98.00 to 14+59.00 varies 161.00 5,574.00 619.314+59.00 to 15+80.00 varies varies 12,126.00 1,347.3 Incl. Int. of 7th St & 45th Av

2,376.3





PAY ITEM DESCRIPTION MILLING EXIST ASPH PAVT, 1" AVG DEPTH

REMARKS



09/07

Page No.____________

TYPE WEIGHT VOLUME WEIGHT VOLUME OVER/OF % AREA MEASURE MEASURE REMARKS MEASURE MEASURE UNDER REFERENCE REMARKS

MATERIAL SPREAD MEASURE (TN) (TN) RUN

NW 6th Street (C-1) AREA (SF) SY10+65.00 to 15+00.00 220.00 435.00 21.00 1,015.0 111.65 area from 327-70-1

220.00 60.00 5.00 33.33 3.67 2" asphalt over trench14+00.00 to 14+30.00 239.0 220.00 26.56 2.92 #4560 DW14+50.00 to 14+95.00 341.0 220.00 37.89 4.17 #4550 DW

122.41NW 6th Street (C-2)15+00.00 to 18+02.00 220.00 302.00 21.00 704.7 77.51 area from 327-70-115+40.00 to 15+50.00 117.0 220.00 25.00 10.00 13.00 1.43 from 210-2, 4540 DW15+90.00 to 16+30.00 200.0 220.00 25.00 10.00 22.22 2.44 from 210-2, 4530 DW16+50.00 to 16+70.00 249.0 220.00 30.00 10.00 27.67 3.04 from 210-2, 4520 DW17+00.00 to 17+30.00 249.0 220.00 25.00 10.00 27.67 3.04 from 210-2, 4510 DW17+50.00 to 18+05.00 469.0 220.00 30.00 10.00 52.11 5.73 from 210-2, 4510/00 DW18+05.00 to 18+05.00 85.0 220.00 30.00 10.00 9.44 1.04 S-3A18+05.00 to 18+05.00 45.0 220.00 30.00 10.00 5.00 0.55 S-3B18+55.00 to 18+63.00 50.0 220.00 30.00 10.00 5.56 0.61 S-4A

220.00 345.00 5.00 191.67 21.08 2" asphalt over trench116.49

238.91,418.3

Signature:

LENGTH

TYPE CONSTRUCTION ORDESIGN ORIGINAL CONSTRUCTION FINAL

WIDTH



WEIGHT MEASURE OR LIQUID VOLUME COMPUTATIONSSTATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

0334 1 12PAY ITEM NO.


09/07

PAY ITEM DESCRIPTION SUPERPAVE ASPHALTIC CONC, TRAFFIC B

STATION TO STATIONQUANTITY BY SPREAD RATE


< PROJECT GRAND TOTAL >

< PAGE TOTAL >



Print Name: Plan Quantity Concept Signature Block

Page No.____________



AREA (SF) AREA (SY)NW 5th Street (C-3)10+60.00 to 15+00.00 220.00 440.00 21.00 1,026.7 112.93 area from 327-70-113+60.00 to 13+70.00 141.0 220.00 27.00 10.00 19.9 2.18 from 210-2, 4600 DW14+20.00 to 14+50.00 268.0 220.00 27.00 10.00 19.9 2.18 from 210-2, 4550 DW14+80.00 to 15+00.00 98.0 220.00 10.00 10.00 7.3 0.80 from 210-2, 4540 DW

220.00 140.00 4.00 62.22 6.84 124.94 2" asphalt over trenchNW 5th Street (C-4)15+00.00 to 17+83.00 220.00 283.00 18.70 588.0 64.68 area from 327-70-115+50.00 15+65.00 205.0 220.00 20.00 10.00 22.8 2.51 from 210-2, 4530 DW16+80.00 16+95.00 85.0 220.00 9.4 1.04 from 210-2, 4510 DW17+25.00 17+50.00 197.0 220.00 20.00 10.00 21.9 2.41 from 210-2, 4500 DW

220.00 200.00 4.00 88.89 9.78 2" asphalt over trenchNW 5th Street (C-5) 80.4130+70.00 to 32+84.00 220.00 214.00 20.50 487.4 53.62 area from 327-70-132+84.00 to 34+00.00 5,430.00 220.00 varies 603.3 66.37 area from 327-70-130+70.00 to 30+85.00 140.0 220.00 14.00 10.00 10.4 1.14 from 210-2, DW 50132+00.00 to 32+25.00 150.0 220.00 6.00 10.00 4.2 0.46 from 210-2, S-8A, S-8B32+00.00 to 32+25.00 150.0 220.00 6.00 10.00 4.2 0.46 from 210-2, S-9A, S-9B32+00.00 to 32+25.00 195.0 220.00 20.00 10.00 14.4 1.59 from 210-2, 4411 DW32+65.00 to 32+80.00 146.0 220.00 15.00 10.00 10.8 1.19 from 210-2, 500 DW32+75.00 to 32+85.00 77.0 220.00 8.00 10.00 5.7 0.63 from 210-2, S-10A32+75.00 to 32+85.00 80.0 220.00 8.00 10.00 5.9 0.65 from 210-2, S-10B33+60.00 to 33+65.00 29.0 220.00 6.00 5.00 2.1 0.24 from 210-2, S-12A33+60.00 to 33+65.00 28.0 220.00 6.00 5.00 2.1 0.23 from 210-2, S-12B


360.7



WEIGHT MEASURE OR LIQUID VOLUME COMPUTATIONS CONTINUATION FORM 700-050-06CONSTRUCTION

09/07


DESIGN ORIGINAL CONSTRUCTION FINALTYPE CONSTRUCTION OR QUANTITY BY SPREAD RATE


STATION TO STATIONLENGTH WIDTH

< PAGE TOTAL >

Page No.____________



AREA (SF) AREA (SY)NW 5th Street (C-6)34+00.00 to 36+79.00 220.00 varies 730.1 80.31 area from 327-70-134+30.00 to 34+45.00 125.0 220.00 13.00 10.00 13.9 1.53 from 210-2, 4381 DW34+95.00 to 35+10.00 102.0 220.00 11.00 10.00 11.3 1.25 from 210-2, 4373 DW35+90.00 to 36+00.00 58.0 220.00 6.00 10.00 6.4 0.71 from 210-2, 4365 DW


NW 44th Avenue (C-7)9+25.00 to 14+66.00 11,502.00 220.00 varies 1,278.0 140.58 area from 327-70-111+70.00 to 11+85.00 61.0 220.00 6.8 0.75 from 210-2, #540 DW11+20.00 to 11+45.00 229.0 220.00 25.4 2.80 from 210-2, #535 DW11+00.00 to 11+20.00 121.0 220.00 13.4 1.48 from 210-2, #528 DW10+45.00 to 10+60.00 117.0 220.00 13.0 1.43 from 210-2, #526 DW10+21.00 to 10+36.00 112.0 220.00 12.4 1.37 from 210-2, #522 DW9+50.00 to 9+95.00 402.0 220.00 44.7 4.91 from 210-2, #511 DW9+20.00 to 9+35.00 177.0 220.00 19.7 2.16 from 210-2, #4391 DW


274.8 < PAGE TOTAL >


TYPE CONSTRUCTION OR QUANTITY BY SPREAD RATESTATION TO STATION

LENGTH WIDTH

PAY ITEM DESCRIPTION SUPERPAVE ASPHALTIC CONC, TRAFFIC BDESIGN ORIGINAL CONSTRUCTION FINAL


WEIGHT MEASURE OR LIQUID VOLUME COMPUTATIONS CONTINUATION FORM 700-050-06CONSTRUCTION

09/07


Page No.____________



AREA (SF) AREA (SY)NW 4th Terrace (C-8)10+95.00 to 11+45.00 108.0 220.00 11.00 10.00 8.0 0.88 from 210-2, S-15

220.00 20.00 5.00 11.1 1.22 2" asphalt over trench12+05.00 to 12+10.00 43.0 220.00 4.8 0.53 EXIST CB

2.63NW 45th Avenue (C-9)6+33.00 to 7+16.00 3,285.00 220.00 varies varies 365.0 40.15 area from 327-70-17+16.00 to 9+43.00 5,907.00 220.00 varies varies 656.3 72.20 area from 327-70-19+43.00 to 10+53.00 4,546.00 220.00 varies varies 505.1 55.56 area from 327-70-110+53.00 to 12+00.00 3,087.00 220.00 147.00 21.00 343.0 37.73 area from 327-70-1

220.00 477.00 5.50 291.50 32.07 2" asphalt over trench7+38.00 to 7+42.00 86.0 220.00 9.6 1.05 S-16B7+38.00 to 7+42.00 78.0 220.00 8.7 0.95 S-16C7+45.00 to 7+58.00 71.0 220.00 7.9 0.87 #475 DW8+17.00 to 8+22.00 62.0 220.00 6.9 0.76 S-17A10+75.00 to 10+93.00 143.0 220.00 15.9 1.75 #521 DW11+40.00 to 11+90.00 494.0 220.00 54.9 6.04 #531-41 DW

249.12NW 45th Avenue (C-10)12+00.00 to 12+98.00 3,687.00 220.00 varies varies 409.7 45.06 area from 327-70-112+98.00 to 14+59.00 5,574.00 220.00 161.00 varies 619.3 68.13 area from 327-70-114+59.00 to 15+80.00 12,126.00 220.00 varies varies 1,347.3 148.21 area from 327-70-1

220.00 432.00 5.50 264.00 29.04 2" asphalt over trench10+25.00 to 10+40.00 78.0 220.00 8.7 0.95 #601 DW10+70.00 to 10+85.00 68.0 220.00 7.6 0.83 #611 DW

292.22

544.0

DESIGN ORIGINAL CONSTRUCTION FINALQUANTITY BY SPREAD RATETYPE CONSTRUCTION OR

STATION TO STATIONLENGTH WIDTH

< PAGE TOTAL >



WEIGHT MEASURE OR LIQUID VOLUME COMPUTATIONS CONTINUATION




09/07

Page No.____________

PAY ITEM NO. 0339-01

TRAV. SOR I

PAGE D CURVE MILL AREA COLD PATCH AREANO. E CORR(+/-) (SY) AREA (SY) (SY)

NW 6th Street (C-1) Area (SF)10+65.00 to 15+00.00 21.00 435.00 9,135.00 1,015.0 101.5

NW 6th Street (C-2)15+00.00 to 18+02.00 21.00 302.00 6,342.00 704.7 70.5

NW 5th Street (C-3)10+60.00 to 15+00.00 21.00 440.00 9,240.00 1,026.7 102.7

NW 5th Street (C-4)15+00.00 to 17+83.00 18.70 283.00 5,292.10 588.0 58.8

NW 5th Street (C-5)30+70.00 to 32+84.00 20.50 214.00 4,387.00 487.4 48.732+84.00 to 34+00.00 varies varies 5,430.00 603.3 60.3 Int of 5th St & 44th Ave

109.1NW 5th Street (C-6)34+00.00 to 36+79.00 varies varies 6,571.00 730.1 73.0 Incl. Int. of 5th St & 43rd Pl

5161,068





09/07

DESIGN ORIGINAL


PAY ITEM DESCRIPT

WIDTHWIDTH LENGTH


LENGTH

CONSTRUCTION FINAL

ASPHALT COLD PATCH

REMARKS


REMARKS

Design Engineers Responsible for Calculations: All support measurements and computations h included for this Plan Quantity item.


STATION TO STATION

Page No.____________

PAY ITEM NO. 0339-01

TRAV. SOR I

PAGE D CURVE MILL AREA COLD PATCH AREANO. E CORR(+/-) (SY) AREA (SY) (SY)

NW 44th Avenue (C-7) Area (SF)9+25.00 to 14+66.00 varies varies 11,502.00 1,278.0 127.8

NW 4th Terrace (C-8)

NW 45th Avenue (C-9)6+33.00 to 7+16.00 varies varies 3,285.00 365.0 36.5 Incl. Int. of 4th Terr & 45th Av7+16.00 to 9+43.00 varies varies 5,907.00 656.3 65.6 Incl. Int. 5th St (S) & 45th Av9+43.00 to 10+53.00 varies varies 4,546.00 505.1 50.5 Incl. Int. 5th St (N) & 45th Av10+53.00 to 12+00.00 21.00 147.00 3,087.00 343.0 34.3

186.9NW 45th Avenue (C-10)12+00.00 to 12+98.00 varies varies 3,687.00 409.7 41.0 Incl. Int. 6th St & 45th Av12+98.00 to 14+59.00 varies 161.00 5,574.00 619.3 61.914+59.00 to 15+80.00 varies varies 12,126.00 1,347.3 134.7 Incl. Int. of 7th St & 45th Av

237.6

552 < PAGE TOTAL >




PAY ITEM DESCRIPT ASPHALT COLD PATCH

REMARKS



09/07

Page No.

NO.COMPONENT R

NAME E VOLUME VOLUME OVER/UNDER WEIGHT WEIGHT OVER/UNDERQ {CY) {CY) RUN {LB) {LB) RUN

NW 6th St (C-1) 0.60

NW 6th St (C-2) 0.60

NW 5th St (C-3) 0.60

NW 5th St (C-4) 0.60

NW 5th St (C-5) 0.80

NW 5th St (C-6) 0.60

NW 44th Ave (C-7) 0.60

NW 4th Terr (C-8) 0.20Ex CB to S-15 7.60 with rebar

12.20 <PAGE TOTAL> <PAGE TOTAL><PROJECT GRAND> <PROJECT GRAND>

<TOTAL> <TOTAL>


CONCRETE: STEEL:


PAY ITEM DESCRIPTION CONCRETE CLASS I, MISCELLANEOUS PAY ITEM DESCRIPTION REINF STEEL- ROADWAY


CONCRETE AND REINFORCING STEEL COMPUTATIONS

PAY ITEM NO.

Design Engineers Responsible for Calculations: All support measurements and computations have been included for this

PAY ITEM NO.

REF. REMARKS.REFERENCE/REMARKS



09/07

0400 1 150415 1 1

NOTES FOR EXPLANATION OF OVER/UNDER RUN

REMARKS.

DESIGN ORIGINAL DESIGN ORIGINALCONSTRUCTION FINAL

Plan Quantity Item.

REFERENCE/REMARKS

CONSTRUCTION FINAL

REF.

49.0


Page No.

NO.COMPONENT R

NAME E VOLUME VOLUME OVER/UNDER WEIGHT WEIGHT OVER/UNDERQ {CY) {CY) RUN {LB) {LB) RUN

NW 45th Ave (C-9) 1.20S-15 to S-16 4.00 with rebar

NW 45th Ave (C-10) 2.00S-2 to S-18 29.60 with rebar

36.80 <PAGE TOTAL> <PAGE TOTAL>


CONCRETE AND REINFORCING STEEL COMPUTATIONS CONTINUATION FORM 700-050-07CONSTRUCTION

09/07

PAY ITEM NO. 0400 1 15PAY ITEM NO. 0415 1 1

PAY ITEM DESCRIPTION CONCRETE CLASS I, MISCELLANEOUS PAY ITEM DESCRIPTION REINF STEEL- ROADWAY

DESIGN ORIGINAL CONSTRUCTION FINAL DESIGN ORIGINAL CONSTRUCTION FINAL


REF. REMARKS.REFERENCE/REMARKS REF. REMARKS. REFERENCE/REMARKS

Page No.____________

Area Area OVER/UNDER(SF) (SY) RUN

NW 6th Street (C-1)10+82.00 to 11+02.00 RT 195 21.7 SY 4650 NW 6th St 11+20.00 to 11+40.00 RT 195 21.7 SY 4640 NW 6th St 11+80.00 to 12+00.00 RT 195 21.7 SY 4630 NW 6th St 11+78.00 to 11+96.00 LT 175 19.4 SY 4631 NW 6th St 12+50.00 to 12+70.00 RT 195 21.7 SY 4620 NW 6th St 12+46.00 to 12+58.00 LT 118 13.1 SY 4621 NW 6th St

119.2NW 6th Street (C-2)16+73.00 to 16+85.00 LT 124 13.8 SY 4521 NW 6th St

NW 5th Street (C-3)10+70.00 to 10+90.00 171 19.0 SY 4650 NW 5th St 10+82.00 to 11+02.00 155 17.2 SY 4651 NW 5th St 11+17.00 to 11+37.00 166 18.4 SY 4641 NW 5th St 11+25.00 to 11+36.00 103 11.4 SY 4640 NW 5th St 11+41.00 to 11+52.00 103 11.4 SY 4640 NW 5th St 11+78.00 to 11+98.00 179 19.9 SY 4631 NW 5th St

97.4

230 SY109 687 SY

Signature: Print Name: included for this Plan Quantity item.


SHOWN IN CONTRACT (I.e. LF, M1, LB, KG,) < PROJECT GRAND TOTAL >If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.

PAY ITEM DESCRIPT

SIDELOCATION

PERVIOUS CONCRETE, SWALE

REFERENCES/REMARKS REMARKS




< PAGE TOTAL >




REFERENCE

PAY ITEM NO. 0400 005 0


09/07



Page No.____________

Area OVER/UNDER(SY) RUN

NW 5th Street (cont'd) (C-3)11+90.00 to 12+10.00 196 21.8 SY 4630 NW 5th St 12+45.00 to 12+65.00 183 20.3 SY 4621 NW 5th St 12+52.00 to 12+72.00 181 20.1 SY 4620 NW 5th St

159.6NW 5th Street (C-4)14+96.00 to 15+16.00 203 22.6 SY 4551 NW 5th St 15+10.00 to 15+30.00 183 20.3 SY 4540 NW 5th St 15+64.00 to 15+84.00 187 20.8 SY 4530 NW 5th St 16+24.00 to 16+44.00 180 20.0 SY 4520 NW 5th St

83.7NW 5th Street (C-5)

NW 5th Street (C-6)34+43.00 to 34+98.00 338 37.6 SY 4381 NW 5th St35+25.00 to 35+73.00 200 22.2 SY 4373 NW 5th St

59.8NW 44th Ave (C-7)9+77.00 to 9+94.00 166 18.4 SY 511 44th Ave9+93.00 to 10+24.00 297 33.0 SY 520-22 44th Ave10+59.00 to 10+87.00 275 30.6 SY 526 44th Ave10+96.00 to 11+24.00 266 29.6 SY 535 44th Ave11+35.00 to 11+47.00 111 12.3 SY 528 44th Ave11+96.00 to 12+20.00 169 18.8 SY 544 44th Ave

142.7

348 SY

SIDEREMARKS



09/07

PAY ITEM NO. 0400 005 0

PAY ITEM DES PERVIOUS CONCRETE, SWALE

Area (SF)



REFERENCELOCATION




Page No.____________

Area OVER/UNDER(SY) RUN

NW 4th Terr (C-8)

NW 45th Ave (C-9)10+31.00 to 10+45.00 138 15.3 SY 521 45th Ave10+97.00 11+33.00 340 37.8 SY 531 45th Ave11+90.00 to 12+26.00 311 34.6 SY 541 45th Ave

87.7

NW 45th Ave (C-10)12+36.00 to 12+62.00 188.6 21.0 SY 501 45th Ave

109 SY

SIDE


09/07

PERVIOUS CONCRETE, SWALE

DESIGN ORIGINAL



LOCATION

< PAGE TOTAL >





PAY ITEM DES

LENGTH*, COMPONENT WEIGHT*, ORREFERENCEREFERENCES/REMARKS

Area (SF)


CONSTRUCTION FINAL

REMARKS

Page No.____________

OVER/UNDERRUN

NW 6th Street (C-1)NW 6th Street (C-2)NW 5th Street (C-3)NW 6th Street (C-2)NW 5th Street (C-4)

NW 5th Street (C-5)30+85.00 to 31+93.00 LT 108.0 LF

NW 5th Street (C-6)NW 44th Ave (C-7)NW 4th Terrace (C-8)NW 45th Ave (C-9)NW 45th Ave (C-10)

108 LF108 LF




REFERENCE



09/07


SIDE LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH


REMARKS


< PROJECT GRAND TOTAL >If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.




FRENCH DRAIN, 24"




< PAGE TOTAL >



LOCATION

Page No.____________

OVER/UNDERRUN


NW 5th Street (C-5)30+85.00 to 31+93.00 LT 30.0 CY 108.0

NW 5th Street (C-6)

NW 44th Ave (C-7)


NW 45th Ave (C-9)

NW 45th Ave (C-10)

30 CY30 CY





SIDELOCATION

BALLAST ROCK, FRENCH DRAIN AGGREGATE






< PAGE TOTAL >




REFERENCE



09/07



Page No.____________

OVER/UNDERRUN


NW 5th Street (C-5)30+85.00 to 31+93.00 LT 60.0 SY

NW 5th Street (C-6)NW 44th Ave (C-7)


NW 45th Ave (C-9)

NW 45th Ave (C-10)

60 SY60 SY





SIDELOCATION

PLASTIC FILTER FABRIC, FRENCH DRAIN






< PAGE TOTAL >




REFERENCE

PAY ITEM NO. 0514 071 01


09/07



Page No.____________

Area Area OVER/UNDER(SF) (SY) RUN

NW 6th Street (C-1)

NW 6th Street (C-2)15+85.00 to 16+00.00 RT 103 25.2 SY 4530 NW 6th St DW (103sf)16+20.00 to 16+35.00 RT 103 25.2 SY 4530 NW 6th St DW (103sf)16+50.00 to 16+65.00 RT 103 25.2 SY 4520 NW 6th St DW (103sf


NW 5th Street (C-4)

NW 5th Street (C-5)NW 5th Street (C-6)NW 44th Ave (C-7)NW 4th Terr (C-8)NW 45th Ave (C-9)NW 45th Ave (C-10)

76 SY76 SY




PAY ITEM DESCRIPT

SIDELOCATION

PLASTIC FILTER FABRIC, SWALE





< PAGE TOTAL >




REFERENCE

PAY ITEM NO. 0514 071 01


09/07



Page No.____________

PAY ITEM NO. 0522 1

TRAV. SOR I


NW 6th Street (C-1)14+70.00 to 14+80.00 RT 5.00 8.00 4.4 #4550 SW, 2 flags11+20.00 to 11+40.00 RT 5.00 12.00 6.7 #4640 SW, 3 flags

11.1NW 6th Street (C-2)18+25.00 LT 5.00 16.00 8.9 Ramp18+25.00 RT 5.00 16.00 8.9 Ramp15+30.00 to 15+40.00 LT 5.00 12.00 6.7 #4541 SW, 3 flags16+00.00 to 16+10.00 RT 5.00 12.00 6.7 #4530 SW, 3 flags


NW 5th Street (C-4)18+18.00 LT 5.00 18.00 10.4 Ramp18+10.00 RT 5.00 16.00 8.7 Ramp

19.1

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NW 5th Street (C-5)30+45.00 LT 5.00 8.00 4.6 Ramp30+45.00 RT 5.00 11.00 6.0 Ramp33+00.00 LT varies varies 20.0 2-Way Ramp33+00.00 RT varies varies 14.2 2-Way Ramp33+65.00 LT varies varies 11.1 2-Way Ramp33+65.00 RT varies varies 11.1 2-Way Ramp

67.0NW 5th Street (C-6)35+50.00 36+36.00 LT 5.00 80.00 48.9 New SW

NW 44th Ave (C-7)LT 5.00 20.00 11.1 544 44th Ave, SW, 5 flagsLT 5.00 12.00 6.7 654 44th Ave, SW, 3 flags

17.8NW 4th Terrace (C-8)12+33.00 to 12+38.00 LT varies varies 8.1 Ramp12+33.00 to 12+38.00 RT varies varies 9.1 Ramp

NW 45th Ave (C-9)7+40.00 to 7+48.00 RT 5.00 8.00 6.7 475 NW 45th Ave, 2 flags9+50.00 to 9+60.00 RT 5.00 8.00 6.7 501 NW 45th Ave, 2 flags

13.3SW 45th Aveune (C-10)14+72.00 to 14+80.00 LT 8.00 10.00 8.9 Around Existing CB

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SW 6th Street (C-1) Area (SF)

SW 6th Street (C-2)

SW 5th Street (C-3)12+12.69 to 12+23.53 RT 10.00 13.00 110.00 12.2 #4600 DW

SW 5th Street (C-4)SW 5th Street (C-5)SW 5th Street (C-6)

NW 44th Avenue (C-7)10+46.00 to 10+65.00 RT 8.00 19.00 154.00 17.1 #531 DW

NW 4th Terrace (C-8)NW 44th Avenue (C-9)NW 44th Avenue (C-9)

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DRIVEWAY CONCRETE, 6" THICK

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STATION TO STATION

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NW 6th Street (C-1)11+60.00 to 12+70.00 LT 10.00 40.00 44.410+70.00 to 12+80.00 RT 10.00 60.00 66.7NW 6th Street (C-2) 111.115+30.00 to 17+03.00 RT 10.00 133.00 147.817+30.00 to 17+50.00 RT 10.00 23.00 25.617+70.00 to 17+80.00 RT 10.00 8.00 8.9

182.2NW 5th Street (C-3)13+73.00 to 13+98.00 RT 10.00 21.00 23.914+10.00 to 14+20.00 RT 10.00 8.00 8.914+47.00 to 14+87.00 RT 10.00 37.00 41.0

73.8NW 5th Street (C-4)15+00.00 to 15+41.00 RT 10.00 36.00 39.816+93.00 to 17+25.00 RT 10.00 29.00 31.717+45.00 to 17+75.00 RT 10.00 35.00 38.917+75.00 to 18+15.00 RT 10.00 29.00 31.4

141.8

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PERFORMANCE TURF, SOD

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NW 5th Street (C-5)30+45.00 to 30+70.00 LT varies varies 20.830+85.00 to 31+95.00 LT 10.00 111.00 123.032+23.00 to 32+64.00 LT 10.00 39.00 42.732+66.00 to 32+85.00 RT 10.00 19.00 12.132+90.00 to 32+95.00 LT 10.00 5.00 5.432+90.00 to 32+95.00 RT 10.00 5.00 5.4

209.4NW 5th Street (C-6)34+40.00 to 34+90.00 LT 36.635+15.00 to 36+30.00 LT 37.0

73.6NW 44th Avenue (C-7)9+00.00 to 9+15.00 RT 8.00 20.00 16.49+32.00 to 9+54.00 RT 10.00 19.00 20.99+95.00 to 10+96.00 RT 10.00 102.00 113.3

150.7NW 4th Terrace (C-8)12+15.00 to 12+30.00 RT 10.00 21.00 22.912+35.00 to 12+42.00 RT varies varies 8.212+35.00 to 12+42.00 LT varies varies 8.2

39.3

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NW 44th Avenue (C-9)8+77.00 to 8+97.00 LT 8.00 20.00 17.610+55.00 to 11+40.00 LT 10.00 85.00 95.7

113.2NW 44th Avenue (C-10)12+50.00 to 14+00.00 8.00 150.00 133.3

133.3

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fdot compbook cover - city of miami - official website compbook sections section pay item...

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