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Project Items

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