|
REF. |
ITEM |
|
UNIT OF |
APPROX. |
UNIT |
|
TOTAL |
|
NO. |
NO. |
DESCRIPTION |
MEASURE |
QTY. |
COST |
|
COST |
|
1 |
|
COLUMBIA STREET, WOOD TO MAIN |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
843 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
126 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
70 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
|
FRANKLIN STREET, WARD TO MAIN |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
983 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
148 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
82 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
|
GRAND AVENUE, WEST ST. TO MARKER |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
20486 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
3073 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
1707 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
|
PEARL STREET,
WOOD ST. TO MAIN |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
1141 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
172 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
95 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
|
WOOD STREET, S. WEST ST. TO COLUMBIA |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
2830 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
425 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
236 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
REF. |
ITEM |
|
UNIT OF |
APPROX. |
UNIT |
|
TOTAL |
|
NO. |
NO. |
DESCRIPTION |
MEASURE |
QTY. |
COST |
|
COST |
|
6 |
|
WOODLAND DRIVE, ELMWOOD TO CENTER |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
3358 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
504 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
280 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7 |
|
REED AVENUE, CENTER TO DEAD END |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
5147 |
|
|
|
|
|
407 |
TACK COAT |
GALS. |
772 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
429 |
|
|
|
|
|
|
SUBTOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
BASE BID TOTAL |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
REF. |
ITEM |
|
UNIT OF |
APPROX. |
UNIT |
|
TOTAL |
|
NO. |
NO. |
DESCRIPTION |
MEASURE |
QTY. |
COST |
|
COST |
|
A-1 |
|
SECOND ALLEY EAST OF EAST ST. ON MAIN, MAIN
TO WOOD |
|
|
|
|
|
|
203 |
EXCAVATION |
C.Y. |
70 |
|
|
|
|
|
204 |
SUBGRADE COMPACTION |
S.Y. |
315 |
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
200 |
|
|
|
|
|
304 |
8" AGGREGATE BASE |
C.Y. |
70 |
|
|
|
|
|
304 |
GRAVEL PREP AND
GRADING, AS PER PLAN |
S.Y. |
315 |
|
|
|
|
|
448 |
3" ASPHALT CONCRETE |
TONS |
53 |
|
|
|
|
|
|
TOTAL ALTERNATE 1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A-2 |
|
ALLEY BETWEEN MAIN AND WOOD, WEST TO PEARL |
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
407 |
|
|
|
|
|
304 |
GRAVEL PREP AND
GRADING, AS PER PLAN |
S.Y. |
407 |
|
|
|
|
|
448 |
3" ASPHALT CONCRETE |
TONS |
68 |
|
|
|
|
|
|
TOTAL ALTERNATE 2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A-3 |
|
ALLEY BETWEEN WAYNE AND OAK, CENTER TO
BRANDON |
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
248 |
|
|
|
|
|
304 |
GRAVEL PREP AND
GRADING, AS PER PLAN |
S.Y. |
248 |
|
|
|
|
|
448 |
3" ASPHALT CONCRETE |
TONS |
41 |
|
|
|
|
|
|
TOTAL ALTERNATE 3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A-4 |
|
INDIAN CREEK PARK PARKING LOT |
|
|
|
|
|
|
|
408 |
PRIME COAT @ 0.40
GAL./S.Y. |
GAL. |
1594 |
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
333 |
|
|
|
|
|
448
|
2 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 2, PG 64-22 |
TONS |
554 |
|
|
|
|
|
642 |
PARKING LOT STALL
MARKING |
FT. |
1923 |
|
|
|
|
|
642 |
HANDICAP SYMBOL
MARKING |
EACH |
3 |
|
|
|
|
|
SPEC |
CONCRETE PARKING
BLOCKS, REMOVE AND RESET |
EACH |
12 |
|
|
|
|
|
|
TOTAL ALTERNATE 4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A-5 |
|
GRAVEL DRIVE AT CEMETERY |
|
|
|
|
|
|
|
254 |
PAVEMENT PLANING,
ASPHALT CONCRETE |
S.Y. |
951 |
|
|
|
|
|
304 |
GRAVEL PREP AND
GRADING, AS PER PLAN |
S.Y. |
951 |
|
|
|
|
|
448 |
3" ASPHALT CONCRETE |
TONS |
159 |
|
|
|
|
|
|
TOTAL ALTERNATE 5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A-6 |
|
SWIMMING POOL PARKING LOT |
|
|
|
|
|
|
|
448
|
1 1/2" ASPHALT CONCRETE, SURFACE COURSE,
TYPE 1, PG 64-22 |
TONS |
250 |
|
|
|
|
|
642 |
PARKING LOT STALL MARKINGS |
FT. |
1407 |
|
|
|
|
|
|
TOTAL ALTERNATE 6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|