| Item |
Description |
Unit of Measure |
Estimated Quantity |
| 1 |
CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 2 |
CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MTH) |
MTH |
10 |
| 3 |
CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000) |
LS |
1 |
| 4 |
PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $5,000) |
LS |
1 |
| 5 |
IMPLEMENTATION OF THE SWPPP |
LS |
1 |
| 6 |
OFFICE FACILITIES |
MTH |
10 |
| 7 |
MOBILIZATION |
LS |
1 |
| 8 |
S-101 LOW PROFILE BARRICADES PHASE 1 |
LF |
2,836 |
| 9 |
S-101 LOW PROFILE BARRICADES PHASE 2 |
LF |
553 |
| 10 |
S-101 LOW PROFILE BARRICADES PHASE 3 |
LF |
891 |
| 11 |
S-101 GATE GUARDS / FLAG PERSONS |
DAYS |
190 |
| 12 |
P-101 ASPHALT CONCRETE PAVEMENT REMOVAL |
SY |
120,654 |
| 13 |
P-101 CONCRETE PAVEMENT REMOVAL |
SY |
90 |
| 14 |
P-101 TIE-DOWN ANCHOR REMOVAL |
EA |
1,107 |
| 15 |
P-101 CONCRETE DIAMOND GRINDING |
SF |
2,023 |
| 16 |
P-101 SAWCUT AC PAVEMENT |
LF |
6,702 |
| 17 |
P-101 COLD MILL AC PAVEMENT |
SY |
1,042 |
| 18 |
P-101 REMOVE EDGE LIGHT |
EA |
6 |
| 19 |
P-101 REMOVE ABANDONED PULLBOX 2'X3' ON PALLETT |
EA |
2 |
| 20 |
P-101 REMOVE ABANDONED PULLBOX 10"X17" |
EA |
1 |
| 21 |
P-102 ADJUST WATER VALVE TO GRADE |
EA |
6 |
| 22 |
P-102 ADJUST WATER METER TO GRADE |
EA |
2 |
| 23 |
P-102 ADJUST MONITORING WELL TO GRADE |
EA |
2 |
| 24 |
P-102 ADJUST ELECTRICAL/COMM HANDHOLE TO GRADE |
EA |
14 |
| 25 |
P-102 ADJUST SEWER CLEANOUT TO GRADE |
EA |
2 |
| 26 |
P-102 ADJUST SEWER MANHOLE TO GRADE |
EA |
9 |
| 27 |
P-102 ADJUST UTILITY BOX TO GRADE |
EA |
5 |
| 28 |
P-102 CONSTRUCT GATE SENSOR LOOPS |
LS |
1 |
| 29 |
P-151 CLEARING AND GRUBBING |
SY |
1,640 |
| 30 |
P-152 UNCLASSIFIED EXCAVATION & EXPORT |
CY |
14,952 |
| 31 |
P-152 SUBGRADE GRADING AND RECOMPACTION |
SY |
120,557 |
| 32 |
P-152 GEOGRID |
SY |
16,000 |
| 33 |
P-154 SUBBASE COURSE |
CY |
199 |
| 34 |
P-208 AGGREGATE BASE COURSE |
CY |
21,000 |
| 35 |
P-208 GRANULAR SHOULDER, 4" THICK |
SY |
786 |
| 36 |
P-208 SERVICE ROAD CONNECTOR, 6" THICK |
SY |
34 |
| 37 |
P-403 BITUMINOUS SURFACE COURSE |
TON |
20,000 |
| 38 |
P-501 PORTLAND CEMENT CONCRETE PAVEMENT (6") |
SY |
1,561 |
| 39 |
P-501 PORTLAND CEMENT CONCRETE PAVEMENT (4") |
SY |
230 |
| 40 |
P-602 BITUMINOUS PRIME COAT |
GAL |
29,302 |
| 41 |
P-608 EMULSIFIED ASPHALT SEAL COAT |
SY |
85 |
| 42 |
P-608 FUEL RESISTANT SEALER |
SY |
18,030 |
| 43 |
P-610 AIRCRAFT TIE DOWN ANCHOR |
EA |
441 |
| 44 |
P-620 YELLOW MARKINGS (2 COATS) |
SF |
8,367 |
| 45 |
P-620 WHITE MARKINGS (2 COATS) |
SF |
2,902 |
| 46 |
P-620 BLACK MARKINGS (1 COAT) |
SF |
31,784 |
| 47 |
P-620 ORANGE MARKINGS (2 COATS) |
SF |
126 |
| 48 |
P-620 BLUE MARKINGS (1 COAT) |
SF |
14 |
| 49 |
P-620 REPAINT EXISTING MARKINGS |
SF |
13,277 |
| 50 |
D-701 12" RCP 2500D |
LF |
133 |
| 51 |
D-701 18" RCP, 2500D |
LF |
352 |
| 52 |
D-702 12" SLOTTED DRAIN WITH CONCRETE GUTTER |
LF |
409 |
| 53 |
D-702 18" SLOTTED DRAIN WITH CONCRETE GUTTER |
LF |
644 |
| 54 |
D-702 CONNECT CSPTO EXISTING CSP (DETAIL 8) |
LS |
1 |
| 55 |
D-751 CATCH BASIN PER STD PLAN 304, 1 GRATE |
EA |
1 |
| 56 |
D-751 CATCH BASIN PER STD PLAN 304, 1 GRATE (INCLUDING CONCRETE APRON) |
EA |
11 |
| 57 |
D-751 CONCRETE APRON AROUND EXISTING INLET |
EA |
1 |
| 58 |
D-751 CONNECT TO EXISTING INLET PER STD PLAN 335 |
EA |
4 |
| 59 |
D-751 JUNCTION STRUCTURE AT EXISTING STORM DRAIN PER STD PLAN 340 |
EA |
2 |
| 60 |
D-754 LONGITUDINAL GUTTER |
LF |
2,594 |
| 61 |
D-754 VARIABLE HEIGHT REINFORCED PCC CURB |
LF |
144 |
| 62 |
H-100 REMOVE AND DISPOSE OF HANGAR ROW "P" |
LS |
1 |
| 63 |
H-100 REMOVE AND DISPOSE OF HANGAR ROW "Q" |
LS |
1 |
| 64 |
H-100 REMOVE AND DISPOSE OF HANGAR ROW "T" |
LS |
1 |
| 65 |
H-100 REMOVE AND RE-INSTALL OF HANGAR ROW "N" |
LS |
1 |
| 66 |
H-100 REMOVE AND RE-INSTALL OF HANGAR ROW "O" |
LS |
1 |
| 67 |
H-100 INSTALL HANGAR TIE-DOWN ANCHORS (ALLOWANCE OF $20,000) |
AL |
20,000 |
