Plans_FTNP-NATR_3G24.pdf
PDF 16 MB Posted
- Attached to
- Natchez Trace Parkway Federal contract opportunity
- Solicitation number
- DTFH71-17-B-00013
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Plans
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ROBO_-_FTNP-NATR_3G24.pdf | ||
| Amendment_0001_-_FTNP-NATR_3G24.pdf | ||
| Report_NEPA.pdf | ||
| VETS-4212.pdf | ||
| IFB_Solicitation_-_FTNP-NATR_3G24.pdf | ||
| ADV_Bidder's_Qualifications_Form.doc | DOC document | |
| FP14_Eng.pdf | ||
| Report_Pavement.pdf | ||
| Synopsis_-_NATR_3G24.doc | DOC document |
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Text version
A0100 15101-0000 MOBILIZATION LPSM ALL
A0110 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0120 15401-0000 CONTRACTOR TESTING LPSM ALL
A0130 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 775
A0140 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 350
A0150 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 4
A0160 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 45
A0170 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 25
A0180 20304-9000 REMOVAL OF STREAM DEBRIS LPSM ALL
A0190 20315-0000 SAWCUTTING PAVEMENT LNFT 200
A0200 20401-0000 ROADWAY EXCAVATION CUYD 600
A0210 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3 TON 275
A0220 25102-0500 PLACED RIPRAP, METHOD A, CLASS 5 TON 650
A0230 31302-0000 AGGREGATE-TOPSOIL COURSE SQYD 40,000
A0240 40101-0200
ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION
ESAL (TYPE I-A OR TYPE IV PAVEMENT ROUGHNESS, PG 67-
22)
TON 20000
A0250 40102-0100
ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH
NOMINAL MAXIMUM SIZE AGGREGATE, WEDGE AND
LEVELING COURSE (PG 67-22)
TON 700
A0260 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 (PG 67-22) TON 1300
A0270 41301-0000 ASPHALT PAVEMENT MILLING SQYD 18000
A0280 41401-2000 CRACKS, CLEANING AND SEALING LNFT 16000
A0290 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 2000
A0300 41801-1000
ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 (WITH
STABILIZATION) SQYD 250
A0310 55225-0000 CLEAN AND RESEAL JOINTS LNFT 600
A0320 55225-0000 CLEAN AND RESEAL JOINTS (ASPHALTIC PLUG) LNFT 300
A0330 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 35
A0340 60515-0000 UNDERDRAIN CLEANOUT(INSTALLATION OF WEEPHOLE
FILTER)
EACH 54
A0350 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 75
A0360 61401-0000 LEAN CONCRETE BACKFILL (FLOWABLE FILL) CUYD 40
A0370 61501-0100 SIDEWALK, CONCRETE SQYD 12
A0380 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 10
A0390 62403-0000 FURNISHING AND PLACING TOPSOIL CUYD 10
A0400 62501-0000 TURF ESTABLISHMENT ACRE 8
A0410 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 170
A0420 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID LNFT 170000
A0430 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (PROFILED) LNFT 22000
A0440 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN LNFT 86000
A0450 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL EACH 1
A0460 63406-0200 RAISED PAVEMENT MARKER, NON-PLOWABLE, BI-
DIRECTIONAL REFLECTIVE (TYPE B)
EACH 16
A0470 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
A0480 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM LPSM ALL
A0490 63701-0000 FIELD OFFICE EACH 1
Estimated Quantities
Bid Schedule
Remarks and/or Determination of
Estimated Quantity Line Item No. Pay Item
Number Pay Item Description Unit
Pay Item Pay Item Pay Item 63401-1500 63406-0200 63406-3250
PAVEMENT MARKINGS,
TYPE H, SOLID
(PROFILED)
RAISED
PAVEMENT
MARKER TYPE B
PAVEMENT
MARKING, TYPE H,
ACCESSIBILITY
SYMBOLE
Lnft Each Each White Yellow White Yellow
D01-D16 44+40 to 858+43 20704 131868 27098 819 77903 0 20704 16 1
22000 16 1SCHEDULE A TOTAL 170000 86000
PAVEMENT MARKING SUMMARY - SCHEDULE A
Pay Item
Each
MP & STATION
S H
E E
T
PAVEMENT MARKINGS,
TYPE H, SOLID
SCHEDULE A SUBTOTAL 158966
63401-1500 Pay Item
Lnft
PAVEMENT MARKINGS,
TYPE H, BROKEN
63401-1600
78722
LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH
D15 752+69 to 782+26 A 2957 2957 2957 D15 782+26 to 791+08 A 882 882 882 882 D15 791+08 to 792+82 A 174 174 174 174 D15 792+82 to 797+04 A 422 422 422 D15 797+04 to 799+03 A 199 199 199 199 D15 799+03 to 805+68 A 665 665 665 665
D16 805+68 to 812+02 A 634 634 634 634 D16 812+02 to 821+67 A 965 965 965 D16 821+67 to 830+04 A 837 837 837 D16 830+04 to 858+43 A 2839 2839 2839
A
A E01 US 82 East Ramp A 1585 1640 2250 300 4
A E01 US 82 West Ramp A 850 1270 1250 170 4
A E02 MS 15 Ramp A 650 1150 1200 150 4 E03 US 82 East Ramp Pulloff 80 100
8020 1056 1498 1498 1056 3085 13002 13642 80 1632 1632 720 12 62970 6916 8017 8017 5913 6584 65254 65894 211 608 10352 10352 720 16
4" EDGE
LEFT
BROKEN
WHITE
GORE AREA &
STOP BAR
(EQUVALENT
TO 4" SOLID
WHITE LINE)
RAISED
PAVEMENT
MARKERS,
TYPE B
SCH.
4"
CENTER
BROKEN
YELLOW
4" CENTER
LEFT
BROKEN
YELLOW
4" CENTER
RIGHT
BROKEN
YELLOW
4"
CENTER
LEFT
SOLID
YELLOW
4"
CENTER
RIGHT
SOLID
YELLOW
4"
CENTER
DOUBLE
SOLID
YELLOW
4" EDGE
LEFT
SOLID
WHITE
4" EDGE
RIGHT
SOLID
WHITE
SUBTOTAL OF THIS SHEET
TOTAL OF ALL SHEETS
4" EDGE
RIGHT
BROKEN
WHITE
4" RIGHT
EDGE SOLID
WHITE
(PROFILED)
4" LEFT
EDGE SOLID
WHITE
(PROFILED)
SHEET
NO. STATION
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