Amendment_A001.pdf
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- Attached to
- CO FLAP CR 77(5) TARRYALL CREEK
- Solicitation number
- DTFH6815B00022
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SF 30 Amendment A001. Final Plan pages B1 to B8 omitted in the original solicitation.
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Sheet and Description
B9 B11-B12 B13 B14-B15 B16-B17 B18-B22
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0010 15101-0000 MOBILIZATION LPSM ALL
A0020 15206-0000 SLOPE, REFERENCE, AND
CLEARING AND GRUBBING STAKE STA 241.070 241.070
A0030 15215-1000 SURVEY AND STAKING, APPROACH
ROAD EACH 17 17
A0040 15215-3000 SURVEY AND STAKING, DRAINAGE
STRUCTURE EACH 30 2 32
A0050 15216-2000 SURVEY AND STAKING, GRADE
FINISHING STAKES STA 482.140 482.140
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0070 15401-0000 CONTRACTOR TESTING LPSM ALL
A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0090 15705-0100 SOIL EROSION CONTROL, SILT
FENCE LNFT 10,581 619 11,200
A0100 15705-1400 SOIL EROSION CONTROL,
SEDIMENT LOG LNFT 11,237 563 11,800
A0110 15706-0200 SOIL EROSION CONTROL, CHECK
DAM EACH 55 2 57
A0120 15706-1600 SOIL EROSION CONTROL,
STABILIZED CONSTRUCTION
ENTRANCE EACH 3 3
A0130 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0140 20101-0000 CLEARING AND GRUBBING ACRE 32.6 2.4 35.0
A0150 20301-1900 REMOVAL OF PIPE CULVERT EACH 25 2 27
A0160 20304-1000 REMOVAL OF STRUCTURES AND Includes signs, OBSTRUCTIONS fence, guardrail, and cattleguard. See
Section 203 of the
LPSM ALL SCRs.
A0170 20401-0000 ROADWAY EXCAVATION CUYD 35,076 2,924 38,000
A0180 20402-0000 SUBEXCAVATION CUYD 1,000 As directed by the CO
A0190 20425-1000 DITCH, EXCAVATION LNFT 115 5 120
A0200 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 130 5 135
A0210 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 76 14 90
A0220 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 32 8 40
A0230 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 123 12 135
A0240 25101-5000 PLACED RIPRAP, CLASS 5 CUYD 73 77
A0250 25125-0000 BOULDER EACH 3 1 4
A0260 30103-0000 AGGREGATE BASE CUYD 17,681 223 896 18,800
SUMMARY OF QUANTITIES - Schedule A
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MileStone: 100% PS&E Date Completed: 08/10/15 Report Date: 08/10/15
A M E N D
Line Item No.
Pay Item Number
Remarks and/or Determination of Estimated
Quantity Pay Item Description Unit
Estimated Quantities
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B1CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Amendment A001 11/13/15
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0270 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM
SIZE AGGREGATE, 0.3 TO <3
MILLION ESAL TON 10,886 121 618 11,625
A0290 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 109 1 6 116
A0310 40920-1000 FOG SEAL, EMULSIFIED ASPHALT
GRADE CSS-1 OR CSS-1H, SS-1
OR SS-1H TON 28 1 1 30
A0320 41103-0000 PRIME COAT SQYD 66,638 741 3,371 70,750
A0330 41105-0000 BLOTTER TON 105
A0340 41201-1000 TACK COAT GRADE CSS-1,
CSS-1H, SS-1, OR SS-1H TON 28 1 1 30
A0350 60103-0000 CONCRETE, HEADWALL (5' SPAN X
4' RISE) EACH 2 2
A0360 60103-0700 CONCRETE, HEADWALL FOR DOUBLE
48-INCH PIPE CULVERT (ARCH
EQUIVALENT) EACH 2 2
A0370 60201-0600 18-INCH PIPE CULVERT LNFT 80 5 85
A0380 60201-0800 24-INCH PIPE CULVERT LNFT 1,122 48 1,170
A0390 60201-1000 36-INCH PIPE CULVERT LNFT 68 2 70
A0400 60201-1100 42-INCH PIPE CULVERT LNFT 52 2 54
A0410 60202-0800 48-INCH EQUIVALENT DIAMETER
ARCH OR ELLIPTICAL PIPE
CULVERT LNFT 106 4 110
A0420 60210-0600 END SECTION FOR 18-INCH PIPE
CULVERT EACH 6 6
A0430 60210-0800 END SECTION FOR 24-INCH PIPE
CULVERT EACH 46 46
A0440 60210-1000 END SECTION FOR 36-INCH PIPE
CULVERT EACH 2 2
A0450 60210-1100 END SECTION FOR 42-INCH PIPE
CULVERT EACH 2 2
A0460 60220-0600 5 FEET SPAN, 4 FEET RISE
PRECAST REINFORCED CONCRETE
BOX CULVERT LNFT 53 2 55
A0470 60506-0000 UNDERDRAIN SYSTEM Outlet pipes are
LNFT 500 500 subsidiary
A0480 60905-1000 GUTTER, CONCRETE LNFT 20 2 22
A0490 61106-1000 FIRE HYDRANT, DRY EACH 1 1
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2) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B2CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0500 61701-1950 GUARDRAIL SYSTEM G4, TYPE 4,
CLASS B STEEL POSTS LNFT 188 12 200
A0510 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 1 1
A0520 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 1 1
A0530 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 6,917 348 7,265
A0540 61902-1400 GATE, METAL, 16 FEET WIDTH EACH 1 1
A0550 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 4 4
A0560 61903-0900 CATTLE GUARD, 28 FEET EACH 2 2
A0570 61920-2000 REMOVE AND RESET GATE EACH 5 5
A0580 61921-1000 REMOVE AND RESET FENCE LNFT 593 32 625
A0590 62201-0100 DUMP TRUCK, 6 CUBIC YARD
MINIMUM CAPACITY HOUR 140
A0600 62201-0350 BACKHOE HOUR 140
A0610 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD
MINIMUM RATED CAPACITY HOUR 140
A0620 62201-1450 BULLDOZER, 350HP MINIMUM
FLYWHEEL POWER HOUR 110
A0630 62201-2050 ROLLER HOUR 160
A0640 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 160
A0650 62201-3100 HYDRAULIC EXCAVATOR, 3.0
CUBIC YARD MINIMUM CAPACITY,
165HP MINIMUM FLYWHEEL POWER HOUR 110
A0660 62202-1000 MATERIALS TRANSFER VEHICLE LPSM ALL
A0670 62301-0000 GENERAL LABOR HOUR 160
A0680 62302-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES HOUR 110
A0690 62302-1100 SPECIAL LABOR, HIRED SURVEY
SERVICES HOUR 110
A0700 62405-0200 PLACING CONSERVED TOPSOIL,
3-INCH DEPTH SQYD 101,484 5,216 106,700
A0710 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 20.1 1.0 21.1
A0720 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 20.1 1.0 21.1
A0730 62901-0600 ROLLED EROSION CONTROL
PRODUCT, TYPE 2.B SQYD 2,190 110 2,300
A0740 63301-0000 SIGN SYSTEM EACH 30 2 32
A0750 63308-2000 OBJECT MARKER, TYPE 2 EACH 52 3 55
A0760 63309-0100 DELINEATOR, TYPE 1 EACH 364 16 380
A0770 63316-1000 REMOVE AND RESET SIGN EACH 2 2
A0780 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 428 22 450
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3) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B3CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
A0790 63501-1000 TEMPORARY TRAFFIC CONTROL,
TRAFFIC AND SAFETY SUPERVISOR LPSM All ALL
A0800 63501-2000 TEMPORARY TRAFFIC CONTROL,
TRAFFIC SIGNAL SYSTEM LPSM All ALL
A0810 63502-0600 TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 EACH 4 4
A0820 63502-0900 TEMPORARY TRAFFIC CONTROL,
CONE, TYPE 28-INCH EACH 2,000 2,000
A0830 63502-1300 TEMPORARY TRAFFIC CONTROL,
DRUM EACH 300 300
A0840 63502-2000 TEMPORARY TRAFFIC CONTROL,
PORTABLE CHANGEABLE MESSAGE
SIGN EACH 2 2
A0850 63503-0400 TEMPORARY TRAFFIC CONTROL,
CONCRETE BARRIER LNFT 140 10 150
A0860 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 851 44 895
A0870 63505-1000 TEMPORARY TRAFFIC CONTROL,
PAVEMENT MARKINGS MILE 9.1 0.4 9.5
A0880 63506-0500 TEMPORARY TRAFFIC CONTROL,
FLAGGER HOUR 6,000 6,000
A0890 63506-0600 TEMPORARY TRAFFIC CONTROL,
PILOT CAR HOUR 2,000 2,000
A0900 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1
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MileStone: 100% PS&E Date Completed: 08/10/15 Report Date: 08/10/15
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4) SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B4CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
X0010 15101-0000 MOBILIZATION LPSM ALL
X0020 15206-0000 SLOPE, REFERENCE, AND
CLEARING AND GRUBBING STAKE STA 150.580 150.580
X0030 15215-1000 SURVEY AND STAKING, APPROACH
ROAD EACH 20 20
X0040 15215-3000 SURVEY AND STAKING, DRAINAGE
STRUCTURE EACH 27 1 28
X0050 15216-2000 SURVEY AND STAKING, GRADE
FINISHING STAKES STA 301.160 301.160
X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
X0070 15401-0000 CONTRACTOR TESTING LPSM ALL
X0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
X0090 15705-0100 SOIL EROSION CONTROL, SILT
FENCE LNFT 1,409 71 1,480
X0100 15705-1400 SOIL EROSION CONTROL,
SEDIMENT LOG LNFT 4,964 286 5,250
X0110 15706-0200 SOIL EROSION CONTROL, CHECK
DAM EACH 69 3 72
X0120 15706-1000 SOIL EROSION CONTROL, INLET
PROTECTION EACH 1 1
X0130 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
X0140 20101-0000 CLEARING AND GRUBBING ACRE 21.1 0.9 22.0
X0150 20301-1900 REMOVAL OF PIPE CULVERT EACH 20 2 22
X0160 20304-1000 REMOVAL OF STRUCTURES AND Includes signs, OBSTRUCTIONS fence, guardrail, and cattleguard. See
Section 203 of the
LPSM ALL SCRs.
X0170 20401-0000 ROADWAY EXCAVATION CUYD 29,446 2,554 32,000
X0180 20402-0000 SUBEXCAVATION CUYD 500 As directed by the CO
X0190 20425-1000 DITCH, EXCAVATION LNFT 102 3 105
X0200 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 671 29 700
X0210 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 38 100 7 145
X0220 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 16 1 17
X0230 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 50 2 52
X0240 25125-0000 BOULDER EACH 6 1 7
X0250 30103-0000 AGGREGATE BASE CUYD 10,836 352 562 11,750
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MileStone: 100% PS&E Date Completed: 08/10/15 Report Date: 08/10/15
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5) SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B5CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
X0260 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH
OR 3/4-INCH NOMINAL MAXIMUM
SIZE AGGREGATE, 0.3 TO <3
MILLION ESAL TON 6,793 222 385 7,400
X0280 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 68 2 4 74
X0300 40920-1000 FOG SEAL, EMULSIFIED ASPHALT
GRADE CSS-1 OR CSS-1H, SS-1
OR SS-1H TON 17 1 1 19
X0310 41103-0000 PRIME COAT SQYD 41,586 1,348 2,166 45,100
X0320 41105-0000 BLOTTER TON 63
X0330 41201-1000 TACK COAT GRADE CSS-1,
CSS-1H, SS-1, OR SS-1H TON 17 1 1 19
X0340 60103-0220 CONCRETE, HEADWALL FOR
48-INCH PIPE CULVERT EACH 2 2
X0350 60201-0600 18-INCH PIPE CULVERT LNFT 404 20 424
X0360 60201-0800 24-INCH PIPE CULVERT LNFT 727 37 764
X0370 60201-1000 36-INCH PIPE CULVERT LNFT 56 2 58
X0380 60201-1200 48-INCH PIPE CULVERT LNFT 52 2 54
X0390 60210-0600 END SECTION FOR 18-INCH PIPE
CULVERT EACH 19 19
X0400 60210-0800 END SECTION FOR 24-INCH PIPE
CULVERT EACH 24 24
X0410 60210-1000 END SECTION FOR 36-INCH PIPE
CULVERT EACH 2 2
X0420 60403-0000 INLET (No. 16) EACH 1 1
X0430 60902-1000 CURB AND GUTTER, CONCRETE,
12-INCH DEPTH LNFT 1,554 46 1,600
X0440 60905-1000 GUTTER, CONCRETE LNFT 56 2 58
X0450 61106-1000 FIRE HYDRANT, DRY EACH 1 1
X0460 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 2,204 96 2,300
X0470 61901-2250 FENCE, RAIL LNFT 1,044 31 1,075
X0480 61902-1400 GATE, METAL, 16 FEET WIDTH EACH 1 1
X0490 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 1 1
X0500 61920-2000 REMOVE AND RESET GATE EACH 3 3
X0510 62201-0100 DUMP TRUCK, 6 CUBIC YARD
MINIMUM CAPACITY HOUR 60
X0520 62201-0350 BACKHOE HOUR 60
X0530 62201-0750 WHEEL LOADER, 0.4 CUBIC YARD
MINIMUM RATED CAPACITY HOUR 60
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MileStone: 100% PS&E Date Completed: 08/10/15 Report Date: 08/10/15
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6) SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B6CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
X0540 62201-1450 BULLDOZER, 350HP MINIMUM
FLYWHEEL POWER HOUR 20
X0550 62201-2050 ROLLER HOUR 40
X0560 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM
BLADE HOUR 40
X0570 62201-3100 HYDRAULIC EXCAVATOR, 3.0
CUBIC YARD MINIMUM CAPACITY,
165HP MINIMUM FLYWHEEL POWER HOUR 20
X0580 62301-0000 GENERAL LABOR HOUR 40
X0590 62302-1000 SPECIAL LABOR, HIRED
TECHNICAL SERVICES HOUR 50
X0600 62302-1100 SPECIAL LABOR, HIRED SURVEY
SERVICES HOUR 50
X0610 62405-0200 PLACING CONSERVED TOPSOIL,
3-INCH DEPTH SQYD 67,272 3,478 70,750
X0620 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.7 0.3 7.0
X0630 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 6.7 0.3 7.0
X0640 62901-0600 ROLLED EROSION CONTROL
PRODUCT, TYPE 2.B SQYD 7,205 295 7,500
X0650 63301-0000 SIGN SYSTEM EACH 34 3 37
X0660 63308-2000 OBJECT MARKER, TYPE 2 EACH 33 2 35
X0670 63309-0100 DELINEATOR, TYPE 1 EACH 268 12 280
X0680 63316-1000 REMOVE AND RESET SIGN EACH 6 6
X0690 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 280 10 290
X0700 63501-1000 TEMPORARY TRAFFIC CONTROL,
TRAFFIC AND SAFETY SUPERVISOR LPSM All ALL
X0710 63502-0600 TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 EACH 4 4
X0720 63502-0900 TEMPORARY TRAFFIC CONTROL,
CONE, TYPE 28-INCH EACH 750 750
X0730 63502-1300 TEMPORARY TRAFFIC CONTROL,
DRUM EACH 100 100
X0740 63503-0400 TEMPORARY TRAFFIC CONTROL,
CONCRETE BARRIER LNFT 60 10 70
X0750 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 205 10 215
X0760 63505-1000 TEMPORARY TRAFFIC CONTROL,
PAVEMENT MARKINGS MILE 5.7 0.3 6.0
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7) SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B7CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
Grading Summary
Drainage Summary
Surfacing Summary
Approach Road
Summary
Erosion Control
Summary
Miscellaneous Summaries Allowance Bid
Schedule
X0770 63506-0500 TEMPORARY TRAFFIC CONTROL,
FLAGGER HOUR 3,600 3,600
X0780 63506-0600 TEMPORARY TRAFFIC CONTROL,
PILOT CAR HOUR 1,200 1,200
X0790 64620-0400 REMOVE AND RESET MAILBOX EACH 2 2
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MileStone: 100% PS&E Date Completed: 08/10/15 Report Date: 08/10/15
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5) \R oa dw ay \s he et s\ B -S um m
S O
Q .x ls m
]S he et
8) SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
REG STATE PROJECT
CO FLAP CR 77(5)
Tarryall Creek Road
B8CO
NO.
SHEET
R2 B22
SHEETS
TOTAL
File details come from the government source that posted it. Updated .