Line |
Item Number |
Description |
Units |
Quantity |
Base Bid |
J6868-2020 - 1 Base Bid: Reconstruct Middle 3750' of Runway 2/20 |
|
C-10.2-0/10000 |
TEMPORARY SEEDING AND MULCHING |
LS |
1 |
|
C-10.2-0/20000 |
INSTALLATION & REMOVAL OF SILT FENCE, TYPE MS |
LF |
4,040 |
|
C-10.2-0/3-000 |
SEDIMENT CONTROL LOG, 6-INCH DIAMETER (TYPE COMPOST) |
LF |
5,500 |
|
C-10.2-0/4-000 |
SEDIMENT CONTROL LOG, 12-INCH DIAMETER |
LF |
6,600 |
|
C-10.2-0/50000 |
STABILIZED CONSTRUCTION EXIT |
EACH |
3 |
|
C-10.2-0/60000 |
TEMPORARY SEDIMENT BASIN |
EACH |
1 |
|
C-10.2-0/70000 |
CULVERT END CONTROLS |
EACH |
5 |
|
C-10.2-0/80000 |
STORM DRAIN INLET PROTECTION |
EACH |
4 |
|
C105.-02/00000 |
TEMPORARY RPR FIELD OFFICE FOR CONSTRUCTION |
LS |
1 |
|
D701.-01/00000 |
36-INCH RC PIPE-ARCH CULVERT CLASS IVA |
LF |
1,072 |
|
D701.-02/00000 |
36-INCH RC PIPE CULVERT CLASS V |
LF |
10 |
|
D701.-03/00000 |
CONNECT TO EXISTING 36-INCH RC PIPE |
LS |
1 |
|
D705.-01/00000 |
6-INCH PIPE UNDERDRAIN, PERFORATED PVC |
LF |
7,452 |
|
D705.-02/00000 |
6-INCH PIPE UNDERDRAIN, SOLID PVC |
LF |
20 |
|
D705.-03/00000 |
UNDERDRAIN CLEANOUTS |
EACH |
22 |
|
D751.-01/00000 |
STORM SEWER MANHOLE STRUCTURE |
EACH |
1 |
|
D751.-02/00000 |
RAISE EXISTING STORM SEWER INLET STRUCTURE RIM ELEVATION |
EACH |
1 |
|
D752.-01/00000 |
PRECAST FLARED END SECTION FOR 36-INCH ARCH PIPE, RC, CLASS IVA |
EACH |
2 |
|
L108.-01/00000 |
#8 AWG, 5kV, L-824, TYPE C POWER CABLE, STRANDED |
LF |
1,850 |
|
L108.-02/00000 |
#6 AWG, BARE COPPER COUNTERPOISE WIRE |
LF |
8,000 |
|
L110.-01/00000 |
CONCRETE ENCASED ELECTRICAL DUCT BANK, 6W-2-INCH, SCHEDULE 80 PVC, TYPE III |
LF |
420 |
|
L110.-02/00000 |
ELECTRICAL CONDUIT, 1W-2-INCH SCHEDULE 40 PVC |
LF |
1,400 |
|
L115.-01/00000 |
ELECTRICAL HANDHOLE - AIRCRAFT RATED |
EACH |
4 |
|
L115.-02/00000 |
RAISE EXISTING ELECTRICAL BASE CAN/HANDHOLE ELEVATION |
EACH |
8 |
|
L115.-03/00000 |
LOWER EXISTING ELECTRICAL BASE CAN/HANDHOLE ELEVATION |
EACH |
15 |
|
NS01.-01/00000 |
AIRFIELD SAFETY & TRAFFIC CONTROL |
LS |
1 |
|
NS02.-01/00000 |
MAINTENANCE AND RESTORATION OF HAUL ROADS |
LS |
1 |
|
NS03.-01/00000 |
LOCATE AND PROTECT EXISTING CIRCUITS |
LS |
1 |
|
NS04.-01/00000 |
REMOVE PAVEMENT MARKING |
SF |
3,100 |
|
NS04.-02/00000 |
REMOVE CONCRETE PAD |
LS |
1 |
|
P101.-01/00000 |
REMOVE, CRUSH AND BLEND EXISTING CONCRETE PAVEMENT, FULL DEPTH |
SY |
63,098 |
|
P101.-02/00000 |
ASPHALT PAVEMENT REMOVAL, FULL DEPTH |
SY |
63,574 |
|
P101.-03/00000 |
ASPHALT COLD MILLING, VARIABLE DEPTH |
SY |
2,098 |
|
P101.-04/00000 |
REMOVE 36-INCH RCP STORM SEWER |
LF |
550 |
|
P101.-05/00000 |
REMOVE PVC UNDERDRAIN PIPE |
LF |
31 |
|
P101.-06/00000 |
REMOVE STORM SEWER INLET STRUCTURE |
EACH |
1 |
|
P152.-01/00000 |
UNCLASSIFIED EXCAVATION |
CY |
76,750 |
|
P152.-02/00000 |
UNSUITABLE EXCAVATION |
CY |
900 |
|
P152.-03/00000 |
STOCKPILED MATERIAL |
CY |
30,000 |
|
P401.-01/00000 |
ASPHALT SURFACE COURSE (TWY CONNECTORS) |
TON |
600 |
|
P403.-01/00000 |
ASPHALT LEVELING COURSE (TWY CONNECTORS) |
TON |
330 |
|
P603.-01/00000 |
EMULSIFIED ASPHALT TACK COAT |
GAL |
600 |
|
P620.-01/00000 |
PAINTING, REFLECTORIZED, WHITE, WATERBORNE, TYPE I |
SF |
5,000 |
|
P620.-02/00000 |
PAINTING, REFLECTORIZED, YELLOW, WATERBORNE, TYPE I |
SF |
2,500 |
|
P620.-03/00000 |
PAINTING, REFLECTORIZED, SURFACE PAINTED HOLDING POSITION MARKING, WATERBORNE, TYPE I |
SF |
400 |
|
P620.-04/00000 |
PAINTING, BLACK, WATERBORNE, TYPE I |
SF |
7,000 |
|
T901.-01/00000 |
SEEDING, MnDOT MIXTURE 25-141 |
ACRE |
51 |
|
T901.-02/00000 |
HYDRAULIC STABILIZED FIBER MATRIX |
SY |
172,000 |
|
T901.-03/00000 |
HYDRAULIC BONDED FIBER MATRIX |
SY |
10,000 |
|
T901.-04/00000 |
HYDRAULIC REINFORCED FIBER MATRIX |
SY |
32,700 |
|
T901.-05/00000 |
EROSION CONTROL BLANKET CATEGORY 3N |
SY |
15,700 |
|
T901.-06/00000 |
TURF REINFORCEMENT MAT CATEGORY 3 |
SY |
60 |
|
T905.-01/00000 |
TOPSOILING |
ACRE |
47.5 |
J6868-2020 - Base Bid: Reconstruct Middle 3750' of Runway 2/20 |
|
C100.-01/00000 |
CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) |
LS |
1 |
|
C105.-01/00000 |
MOBILIZATION |
LS |
1 |
|
P154.-01/00000 |
SUBBASE COURSE |
CY |
25,960 |
|
P154.-02/00000 |
GEOTEXTILE FABRIC, TYPE 5 |
SY |
66,750 |
|
P219.-01/00000 |
RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH |
SY |
65,880 |
|
P306.-01/00000 |
LEAN CONCRETE BASE COURSE, 6-INCH DEPTH |
SY |
63,385 |
|
P501.-01/00000 |
CONCRETE PAVEMENT, 13.5-INCH DEPTH |
SY |
62,962 |
|
P-62.1-0/10000 |
SAW-CUT GROOVING |
SY |
54,560 |
Alternate 1 |
J6868-2020 - 2 ALTERNATE BID 1A: CONSTRUCT CONCRETE PAVEMENT SECTION WITH CONCRETE STABILIZED BASE RUNWAY 2/20 |
|
C100.-01/00000 |
CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) |
LS |
1 |
|
C105.-01/00000 |
MOBILIZATION |
LS |
1 |
|
P154.-01/00000 |
SUBBASE COURSE |
CY |
25,960 |
|
P154.-02/00000 |
GEOTEXTILE FABRIC, TYPE 5 |
SY |
66,750 |
|
P219.-01/00000 |
RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH |
SY |
65,900 |
|
P306.-01/00000 |
LEAN CONCRETE BASE COURSE, 6-INCH DEPTH |
SY |
63,385 |
|
P501.-01/00000 |
CONCRETE PAVEMENT, 13.5-INCH DEPTH |
SY |
62,962 |
|
P621.-01/00000 |
SAW-CUT GROOVING |
SY |
54,568 |
Alternate 2 |
J6868-2020 - 3 ALTERNATE BID 1B: CONSTRUCT CONCRETE PAVEMENT SECTION WITH ASPHALT STABILIZED BASE ON RUNWAY 2/20 |
|
C100.-01/00000 |
CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) |
LS |
1 |
|
C105.-01/00000 |
MOBILIZATION |
LS |
1 |
|
P154.-01/00000 |
SUBBASE COURSE |
CY |
27,820 |
|
P154.-02/00000 |
GEOTEXTILE FABRIC, TYPE 5 |
SY |
66,750 |
|
P219.-01/00000 |
RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH |
SY |
65,900 |
|
P403.-02/00000 |
ASPHALT BASE COURSE (RWY) |
TON |
20,900 |
|
P501.-01/00000 |
CONCRETE PAVEMENT, 13.5-INCH DEPTH |
SY |
62,962 |
|
P603.-01/00000 |
EMULSIFIED ASPHALT TACK COAT |
GAL |
4,440 |
|
P621.-01/00000 |
SAW-CUT GROOVING |
SY |
54,568 |
Alternate 3 |
J6868-2020 - 4 ALTERNATE BID 2A: CONSTRUCT HOT MIX ASPHALT PAVEMENT SECTION WITH CONCRETE STABILIZED BASE ON RUNWAY 2/20 |
|
C100.-01/00000 |
CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) |
LS |
1 |
|
C105.-01/00000 |
MOBILIZATION |
LS |
1 |
|
P154.-01/00000 |
SUBBASE COURSE |
CY |
43,570 |
|
P154.-02/00000 |
GEOTEXTILE FABRIC, TYPE 5 |
SY |
66,750 |
|
P219.-01/00000 |
RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH |
SY |
65,900 |
|
P306.-01/00000 |
LEAN CONCRETE BASE COURSE, 6-INCH DEPTH |
SY |
63,385 |
|
P401.-02/00000 |
ASPHALT SURFACE COURSE (RWY) |
TON |
8,500 |
|
P401.-03/00000 |
ASPHALT BASE COURSE (RWY) |
TON |
8,550 |
|
P603.-01/00000 |
EMULSIFIED ASPHALT TACK COAT |
GAL |
4,420 |
|
P621.-01/00000 |
SAW-CUT GROOVING |
SY |
54,568 |
Alternate 4 |
J6868-2020 - 5 ALTERNATE BID 2B: CONSTRUCT HOT MIX ASPHALT PAVEMENT SECTION ON RUNWAY 2/20 |
|
C100.-01/00000 |
CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) |
LS |
1 |
|
C105.-01/00000 |
MOBILIZATION |
LS |
1 |
|
P154.-01/00000 |
SUBBASE COURSE |
CY |
44,300 |
|
P154.-02/00000 |
GEOTEXTILE FABRIC, TYPE 5 |
SY |
65,100 |
|
P219.-01/00000 |
RECYCLED CONCRETE AGGREGATE BASE COURSE, 6-INCH DEPTH |
SY |
64,250 |
|
P401.-02/00000 |
ASPHALT SURFACE COURSE (RWY) |
TON |
8,500 |
|
P401.-03/00000 |
ASPHALT BASE COURSE (RWY) |
TON |
8,550 |
|
P403.-02/00000 |
ASPHALT BASE COURSE (RWY) |
TON |
20,900 |
|
P603.-01/00000 |
EMULSIFIED ASPHALT TACK COAT |
GAL |
13,250 |
|
P621.-01/00000 |
SAW-CUT GROOVING |
SY |
54,568 |