REVISED PRICING SECTION
12/4/2012
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price1. / Type S-III
Asphaltic Concrete
County will allow the use of recycled asphalt. Recycled asphalt content not to exceed 30%. / Estimated - 12,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 16,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 45,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 60,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 80,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Total Extended Price Type S-III / $______
Mobilization Estimated – 2 Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form
$_____each
Total ______/ $______
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
2. / Type S-III Recycled
Asphaltic Concrete / Estimated - 12,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 16,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 45,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 60,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 80,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type S-III Recycled / $______
REVISED PRICING SECTION
12/4/2012
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price3. / Type S-I
Asphaltic Concrete
Lake County will allow the use of recycled asphalt. Recycled asphalt content not to exceed 30%. / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____SQ YD / per Inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type S-I / $______
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
4. / Type S-I Recycled
Asphaltic Concrete / Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type S-I Recycled / $______
REVISED PRICING SECTION
12/4/2012
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price5. / Type FC-3
Asphaltic Concrete
Lake County will allow the use of recycled asphalt. Recycled asphalt content not to exceed 30%. / Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type FC-3 / $______
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
6. / Type FC- 9.5
Asphaltic Concrete
Lake County will allow the use of recycled asphalt as per FDOT Specifications, Section 334. / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____SQ YD / per Inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type FC-9.5 / $______
REVISED PRICING SECTION
12/4/2012
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price7. / Type FC-12.5
Asphaltic Concrete
Lake County will allow the use of recycled asphalt as per FDOT Specifications, Section 334. / Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - ,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type FC-12.5 / $______
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
8. / Type FC-12.5
Asphaltic Concrete
with Binder PG 76-22 Lake County will allow the use of recycled asphalt as per FDOT Specifications, Section 334. / Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type FC-12.5 with Binder PG 76-22 / $______
REVISED PRICING SECTION
12/4/2012
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price9. / Type SP-9.5
Asphaltic Concrete
Lake County will allow the use of recycled asphalt as per FDOT Specifications, Section 334. / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____SQ YD / per Inch**
Total $_____ / Estimated - 1,000 SQ YD
$_____ SQ YD / per inch**
Total $_____ / $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
Total Extended Price Type SP-9.5 / $______
Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
10. / Type SP-12.5
Asphaltic Concrete
Lake County will allow the use of recycledasphalt as per FDOT Specifications, Section 334. / Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $______/ Estimated - 1,000 SQ YD
$____ SQ YD / per inch**
Total $_____ / $______
Mobilization / Estimated – 2
$______each
Total $______/ Mobilization shall be included for all of the above in the unit price of the total SQ YD noted on the Project Order Form. / $______
REVISED PRICING SECTION
12/4/2012
Total Extended Price Recycled Type SP-12.5 / $______Description / 0-12,000 SQ YD / 12,0001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
11 / Milling Existing Asphalt
NOTE: This shall be part of the overall resurfacing project. NO mobilization shall apply. / Estimated - 1,000 SQ YD
$_____ SQ YD /per inch **
Total $_____ / Estimated - 16,500 SQ YD
$_____ SQ YD /per inch **
Total $_____ / Estimated - 35,000 SQ YD
$_____ SQ YD /per inch **
Total $_____ / Estimated - 60,000 SQ YD
$_____ SQ YD /per inch**
Total $_____ / Estimated - 80,000 SQ YD
$_____ SQ YD /per inch**
Total $_____ / $______
Description / 0-12,000 SQ YD / 12,001-25,000 SQ YD / 25,001-50,000 SQ YD / 50,001-75,000 SQ YD / Over 75,000 SQ YD / Extended Price
12. / Leveling Course
NOTE: This shall be part of the overall resurfacing project. NO mobilization shall apply. / Estimated - 12,000 SQ YD
$_____ per SQ YD
Total $_____ / Estimated - 16,500 SQ YD
$_____ per SQ YD
Total $_____ / Estimated - 35,000 SQ YD
$_____ per SQ YD
Total $_____ / Estimated - 60,000 SQ YD
$_____ per SQ YD
Total $_____ / Estimated - 80,000 SQ YD
$_____ per SQ YD
Total $_____ / $______
Description / 0-500 Gallons / 501-1000 Gallons / 1,001-2,500 Gallons / 2,501-5,000 Gallons / Over 5,000 Gallons / Extended Price
13. / Crack Seal
NOTE: This shall be part of the overall resurfacing project. NO mobilization shall apply. / Estimated - 500 Gallons
$_____ per Gallon
Total $_____ / Estimated - 1,000 Gallons
$_____ per Gallon
Total $_____ / Estimated - 2,500 Gallons
$_____ per Gallon
Total $_____ / Estimated - 5,000 Gallons
$_____ per Gallon
Total $_____ / Estimated - 7,000 Gallons
$_____per Gallon
Total $_____ / $______
14. / Manhole/Valve Box Adjust – Adjust casting to include excavation around structure, raising casting and backfill with concrete around casting flush with existing asphalt.
NOTE: This shall be part of the overall resurfacing project. NO mobilization shall apply. / Unit Price Each / Estimated Usage / Extended Price
Manhole/Valve Box Adjust / $ ______/ 10 units / $______
REVISED PRICING SECTION
12/4/2012
15. / Pavement Marking -Note: This shall be part of the overall resurfacing project. NO mobilization shall apply. / Unit Price / Estimated Usage / Extended Price4 inch white line / $ (LF) / 45,000 LF / $
4 inch yellow line / $ (LF) / 45,000 LF / $
6 inch white line / $ (LF) / 45,000 LF / $
6 inch yellow line / $ (LF) / 45,000 LF / $
8 inch white line / $ (LF) / 500 LF / $
12 inch white line / $ (LF) / 500 LF / $
18 inch white line / $ (LF) / 750 LF / $
18 inch yellow line / $ (LF) / 750 LF / $
24 inch white line / $ (LF) / 300 LF / $
6 inch blue line / $ (LF) / 250 LF / $
Symbol – Single Arrow / $ (EA) / 5 EA / $
Symbol – Combination Arrow / $ (LF) / 5 LF / $
Message – School (includes letters and indicator bars) / $ (EA) / 10 EA / $
Message – Railroad Crossing (includes letters and indicator bars) / $ (EA) / 6 EA / $
Message – Only / $ (EA) / 6 EA / $
Message – Merge / $ (EA) / 6 EA / $
Message – Stop / $ (EA) / 20 EA / $
Message Misc., 4 to 6 letters / $ (EA) / 10 EA LETTER / $_
REVISED PRICING SECTION
12/4/2012
24 inch white stop bar / $ (EA) / 20 EA / $Special emphasis cross walk 12” x 6’ wide / $ (EA) / 5 EA / $
Special emphasis cross walk 12” x 10' wide / $ (EA) / 5 EA / $
Raised Pavement Markings / $ (EA) / 450 EA / $
Total Pavement Marking Price / $______
16 / Portable Changeable (Variable) Message Signs per unit per day / $ ______(EA) / 20 days / $______
17. / Hauling of Millings Per SQ YD\Mile (Bid the cost of hauling the millings per square yard, per mile) / $ ______SQ YD\Mile) / 500 miles / $______
18. / Hauling of Miscellaneous Material (Bid the cost of hauling the miscellaneous material per square yard, per mile) / $ ______SQ YD\Mile) / 500 SY / $______
TOTAL PRICE
(GRAND TOTAL OF ADDING ALL TOTAL EXTENDED PRICES) / $______
** Note: If the County chooses to use one half (½) inch increments over the specified one (1) inch, the price quoted for a one (1) inch overlay shall be divided by two (2) to determine the cost for the additional one half (½) inch.