email it back to kdot, even if not bidding. or you may still … · 2017-06-20 · promptly sign...
TRANSCRIPT
Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT, EVEN IF NOT BIDDING. Or you may still FAX IT TO the Estimating Section at (785) 296-0999. Any instructions not followed will result in your bid being declared irregular. If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please contact me at (785) 296-3576, if there are questions. Thank you for your cooperation.
_____________________________________________________________________________________ (Company Name) (Signature) (Date) C: District 2 & Belleville Office
U0473.doc
4BKansas Department of Transportation
3BBureau of Construction and Maintenance 0BEstimating Section
1BTo: Prime Contractor Bid Holders
2BFrom: Shane Houser, P.E. - Estimating Engineer
5BDate: June 20, 2017 Proposal/Contract No.: 517062262 Subject: Project Notice for the June 21, 2017 Letting 62 U-0473-01 MITCHELL COUNTY – PEDESTRIAN & BICYCLE PATHS Many quantities have been changed. This revised the Unit Prices List. Included are several revised sheets. Revised plans will be sent out after the letting. To view this project’s documents, choose “Addendum #1” from KDOT’s website: https://kdotapp.ksdot.org/Proposal/Proposal.aspx. You must update your EBS file by going to the Bid Express website: http://www.bidx.com, choose the correct Letting, locate and select the Proposal number to download “21jun226.002”. The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments. We also recommend that you check the Bid Express “Questions and Answers” (https://www.bidx.com/ks/lettings) to review any questions that may have been posted for this project.
1000
1010
1000
1010
21+25 21+40 21+60 21+80 22+00 22+20 22+30
----
June
16,
201
7
2 1-14-08 S.W.K.Rem. Drainage Structure summary
RECAPITULATION OF ROAD QUANTITIESITEM QUANTITY UNIT
1 1-9-91 R.J.S J.O.B.Detailed on CADD
J.O.B.
STATE
KANSAS
YEARPROJECT N0.SHEETS
TOTALSHEET NO.
17 rd050
B.d
gn
File :
Dra
wn B
y :
hdougherty
Plotted :19-J
UN-2
017 1
4:0
2
DATE REVISIONS BY APP'DNO.
KANSAS DEPARTMENT OF TRANSPORTATION
FHWA APPROVAL 5-28-08
DESIGNED
DETAILED
DESIGN CK. DETAIL CK. QUAN.CK.
RD050
TRACED B.N.B.
TRACE CK. S.W.K.
QUANTITIES
APP'D. James O. Brewer
2017 17 37
BASE BID
STATION DESCRIPTION
13+64.99 Lt.
13+67.71 Lt.
20+71.69 Lt.
22+63.01 Lt.
38+33.13 Lt.
38+87.08 Lt.
39+00.69 Lt.
42+02.99 Lt.
Fire Hydrant
Street Sign
Fire Hydrant
Street Sign
Street Sign
Gas Meter
Water Meter
Mailbox Row
BASE BID
STATION INTERSECTION
10+06.85 Lt.
13+34.10 Lt.
13+60.96 Lt.
17+04.79 Lt.
17+42.83 Lt.
20+80.43 Lt.
21+31.22 Lt.
22+65.97 Lt.
38+34.84 Lt.
38+66.22 Lt.
42+02.70 Lt.
45+75.72 Lt.
46+05.34 Lt.
49+46.53 Lt.
49+75.94 Lt.
4th/Logan
QUADRANT
4th/Chestnut
54+11.65 Lt.
54+41.17 Lt.
57+61.68 Lt.
57+77.42 Lt.
61+25.54 Lt.
61+33.91 Lt.
61+63.34 Lt.
67+07.56 Lt.
70+62.09 Lt.
70+76.58 Lt.
4th/Independence
STATION INTERSECTION
71+06.89 Lt.
71+21.81 Lt.
74+28.77 Lt.
74+39.47 Lt.
74+78.56 Lt.
74+88.79 Lt. 4th/Bell
QUADRANT
ADDITIVE #1
STATION INTERSECTION
85+69.27 Lt.
86+02.81 Lt.
86+23.06 Lt.
89+45.52 Lt.
QUADRANT
ADDITIVE #2
12th/Bell
12th/Mill
12th/Mill
12th/Hersey
12th/Hersey
12th/Campbell
12th/Campbell
12th/Walnut
4th/Highland
4th/Highland
4th/Broadway
4th/Boradway
4th/Central
4th/Central
4th/Woodland
4th/Woodland
4th/Kansas
4th/Kansas
4th/Independence
4th/Independence
4th/Lincoln
4th/Chestnut
NE
NW
NE
NW
NE
NW
NE
NW
NW
NE
NW
NW
NE
NW
NE
NW
NE
NW
NW
NW
NW
NE
NW
NW
NW
4th/Chestnut
4th/Chestnut
4th/Bell
4th/Bell
4th/Bell
4th/Campbell
4th/Campbell
4th/Campbell
4th/Walnut
NE
NE
NW
NW
NE
NE
NW
NE
NE
NW
21+27.74 Lt.
21+79.57 Lt.
45+52.63 Lt.
46+05.93 Lt.
49+02.04 Lt.
74+17.21 Lt.
74+90.47 Lt.
86+26.08 Lt.
21+75.63 Lt.
22+25.91 Lt.
45+63.71 Lt.
46+25.46 Lt.
49+46.04 Lt.
74+26.20 Lt.
75+04.18 Lt.
86+36.18 Lt.
STATION
BEGIN
STATION
END
(IN.)
WALL AVG. HT
(FT.)
WALL LENGTH
STATION
BEGIN
STATION
END
(FT.)
WALL LENGTH
STATION
BEGIN
STATION
END
(FT.)
WALL LENGTH
STATION
BEGIN
STATION
END
(FT.)
WALL LENGTH
53
51
BASE BID
ADDITIVE #1
SUMMARY OF LANDSCAPE RETAINING WALLS
(SF)
WALL SURFACE
135.3
138.6
CLEARING AND GRUBBING
COMPACTION OF EARTHWORK (TYPE B) (MR 90)
ROCK EXCAVATION
1 LS
1 LS
CY
CY
CY
SY
SY
SY
LF
SF
285
282
139
274
1
22+56.75 Lt. 22+65.97 Lt.
BASE BID
ADDITIVE #1
ADDITIVE #2
COMMON EXCAVATION
82
SIDEWALK CONSTRUCTION (4")(AE) 2308
SIDEWALK CONSTRUCTION (6")(AE)
LANDSCAPE RETAINING WALL
CONTRACTOR CONSTRUCTION STAKING LS
COMPACTION OF EARTHWORK (TYPE B) (MR 90)
ROCK EXCAVATION
CY
CY
CY
SY
SY
SY
LF
COMMON EXCAVATION
8
SIDEWALK CONSTRUCTION (4")(AE) 133
SIDEWALK CONSTRUCTION (6")(AE)
40
ADDITIVE #2
CY
CY
CY
SY
SY
SY
13
326
CLEARING AND GRUBBING
COMPACTION OF EARTHWORK (TYPE B) (MR 90)
ROCK EXCAVATION
1 LS
LF
COMMON EXCAVATION
SIDEWALK CONSTRUCTION (4")(AE)
SIDEWALK CONSTRUCTION (6")(AE)
18
4
23
22
44
11
48
61
41
62 U-0473-01
BASE BID - RETAINING WALL
BASE BID, ADD. #1 & ADD. #2
SUMMARY OF QUANTITIES
19.5
17.7
11.1
44.0
16.5
23.4
17.6
TOTAL BASE BID = 273.9 SF
AREA (SY)
3.3
3.3
6.1
3.3
3.3
3.3
7.2
7.9
3.3
3.3
3.3
6.1
6.1
6.1
3.3
6.1
8.9
3.3
7.7
8.9
3.9
6.1
6.9
9.6
8.6
AREA (SY)
AREA (SY)
7.2
10.2
7.8
4.7
5.9
7.8
7.2
8.9
8.9
7.2
TOTAL BASE BID = 139.4 SY
TOTAL ADDITIVE #1 = 43.6 SY
TOTAL ADDITIVE #2 = 41.1 SY
12+59.92 Lt. 12+64.91 Lt.
12+54.92 Lt. 5.0
5.0
12+49.94 Lt.
8.985+48.96 Lt. 4th/Campbell NW
LF
CY
CURB AND GUTTER, COMBINED (AE)
CONCRETE (GRADE 3.0) (AE) 1.2
BASE BID
STATION
12+57.43 Lt.
21+77.60 Lt.
0.6
0.6
(GRADE 3.0) (AE)
CONCRETE
(LBS)
23.8
19.9
(INFORMATION ONLY)
& RELOCATIONS
SUMMARY OF REMOVALS
TOTAL BASE = 102.3 LF
TOTAL ADD. #1 = 39.9 LF
TOTAL ADD. #2 = 17.6 LF
REINFORCING STEEL (GRADE 60) LBS
Sheet No. 17
12+54.78 Lt. 12+73.68 Lt.
BASE BID
(FT.)
LENGTH
STATION
BEGIN
STATION
END
TYPE I (2'-6" Width)
CURB & GUTTER
SUMMARY OF COMBINED
18.9
TOTAL BASE BID = 18.9 LF
STEEL
REINFORCING
BASE BID
102
19
C.Y.
44
40
LS1CONTRACTOR CONSTRUCTION STAKING
LS1CONTRACTOR CONSTRUCTION STAKING
CURB, EDGE (AE) (Special)
CURB, EDGE (AE) (Special)
CURB, EDGE (AE) (Special)
(AE) (SPECIAL)
SUMMARY OF CURB, EDGE
1WATER (GRADING) (SET PRICE) MGAL
SY119CONCRETE PAVEMENT (6" UNIFORM) (AE)
SUMMARY OF SIDEWALK RAMPS
MOBILIZATION (DBE)
SIDEWALK RAMP
SIDEWALK RAMP
SIDEWALK RAMP
LS1MOBILIZATION
111 111 111
111 111111
111 111 111
111111
111
111111
111
6/15/2016
SOIL EROSION MIX
Erosion Control (Class 1, Type Y)
CU YD
CU YD
LF
LF
CU YD
P.L.S. RATE/ ACRE
CLT CLTSL/CH SL/CH
Soil Erosion Mix
undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched.
Soil preparation shall conform to the Standard Specifications.
2 25
Temporary Sediment Basin
Temporary Slope Drain
Temporary Stream Crossing
Temporary Inlet Sediment Barrier
1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.
TYPICAL SECTION - DUAL PAVEMENT
FILL SECTION CUT SECTION
RAMP FILL SECTION
RAMP CUT SECTION
Fertilize, Seed & Mulch
ACRESBID ITEM QUANTITY UNIT
* - N = Nitrogen Rate of Application
** - P O = Phosphorous Rate of Application
*** - K O = Potassium Rate of Application
Mulch Tacking Slurry
PLS RATE NAME QTY (lb)
Total (lb)
TEMPORARY EROSION AND
LA852A
MRD
MRD
Sediment Removal (Set Price)
MRD
LF
4/06/15
ì
ì
ì
SURFACE
FUTURE
be required.
and seeding shall not
it shall be left in place
the bottom of a ditch,
If rock is exposed at
SURFACE
FUTURE
Fertilize, Seed & MulchFertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch Fertilize, Seed & Mulch
the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows:
MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on
The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of
GENERAL NOTES
based mulch, shall meet the North American Weed Free Forage Standards.
Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood
acceptable.
N, P O , K O listed in Summary of Quantities will be
or exceeds the required minimum rate per acre of
FERTILIZER: A ratio and application rate that equals
the Engineer.
section shown on the plans or as established by
close conformity to the alignment, grade and cross
pollution control items will be finished in reasonable
installation or construction of temporary water
with the specifications. Areas that require
excavation, borrow and embankment in accordance
The Contractor will be required to finish areas of
52
2
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
19 la
852a - B
AS
EBID.d
gn
16-J
UN-2017 15:4
3
hdougherty
Plotte
d
By:
File:
Plot
Locatio
n:
Plot
Date:
NO.
1
2
3
SHS SHS
Revised Standard SHS
Revised Standard SHS
Revised Standard SHS
or other material
Exposed rock, shale,
measurement.
(i.e. pavement, gravel, riprap, etc.) shall not be included in this
erosion control measures to be placed. Any impervious areas
entire disturbed area of the project that requires seeding and
CLT = Construction Limit Tract. This area is defined by the
LF
LF
Regreen and Quick Guard are the approved sterile wheatgrass products.
MRD MRD
Temporary Berm (Set Price)
Temporary Ditch Check (Rock)
TON
Silt Fence
LB
LB
LB
LB
EACH
EACH
LB
Erosion Control (Class 2, Type Y) SQ YD
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Slope = Defined by the area of the project that requires Class 1
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Channel = Defined by the area of the project that requires Class 2
LSSWPPP Design à
SWPPP Inspection à
fertilized and mulched at the listed rate per acre. The acres are estimated.
NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded,
Other vegetative mulches are acceptable only with the Engineer's concurrence.
LFSynthetic Sediment Barrier
**** List size of material.
Water Pollution Control Manager à
Sheet No.
Scott H. Shields
Sheet No.
2017
900 lbs / acre
Temporary Seed (Sterile Wheatgrass)
LB
Temporary Seed (Grain Oats)
Temporary Seed (Canada Wildrye)
2 tons / acre
EACH
MGALWater (Erosion Control) (Set Price)
must be included.
disturbed area of the project, not just the seeding area, is 1 acre or more, then these bid itemstotalà If the
seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season.
Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary
Biodegradable Log (12")
Biodegradable Log (20")
Biodegradable Log (9")
LF
LF
Geotextile (Erosion Control) SQ YD
EACH
material.
the Class 1 and/or Class 2 erosion control
The Soil Erosion Mix is to be placed under
SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES
Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection.
Mulching
2/01/17
to the Standard Specifications.
required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according
mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry
The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes
protection of newly seeded areas.
The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate
Temporary Seeding LS
SQ YD
6/01/16
LS
45
180
Filter Sock (8")
0.12
BASE BID
POLLUTION CONTROL
1962 U-0473-01 37
19
CA
Dconform C
ertify T
his File
CADconform Certify This File
Temporary Fertilizer ( 16 - 20 - 0 )
0.12
0.12
0.12
150
20
45
45
1
1
1
111 111 111
111 111111
111 111 111
111111
111
111111
111
6/15/2016
SOIL EROSION MIX
Erosion Control (Class 1, Type Y)
CU YD
CU YD
LF
LF
CU YD
P.L.S. RATE/ ACRE
CLT CLTSL/CH SL/CH
Soil Erosion Mix
undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched.
Soil preparation shall conform to the Standard Specifications.
2 25
Temporary Sediment Basin
Temporary Slope Drain
Temporary Stream Crossing
Temporary Inlet Sediment Barrier
1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.
TYPICAL SECTION - DUAL PAVEMENT
FILL SECTION CUT SECTION
RAMP FILL SECTION
RAMP CUT SECTION
Fertilize, Seed & Mulch
ACRESBID ITEM QUANTITY UNIT
* - N = Nitrogen Rate of Application
** - P O = Phosphorous Rate of Application
*** - K O = Potassium Rate of Application
Mulch Tacking Slurry
PLS RATE NAME QTY (lb)
Total (lb)
TEMPORARY EROSION AND
LA852A
MRD
MRD
Sediment Removal (Set Price)
MRD
LF
4/06/15
ì
ì
ì
SURFACE
FUTURE
be required.
and seeding shall not
it shall be left in place
the bottom of a ditch,
If rock is exposed at
SURFACE
FUTURE
Fertilize, Seed & MulchFertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch Fertilize, Seed & Mulch
the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows:
MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on
The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of
GENERAL NOTES
based mulch, shall meet the North American Weed Free Forage Standards.
Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood
acceptable.
N, P O , K O listed in Summary of Quantities will be
or exceeds the required minimum rate per acre of
FERTILIZER: A ratio and application rate that equals
the Engineer.
section shown on the plans or as established by
close conformity to the alignment, grade and cross
pollution control items will be finished in reasonable
installation or construction of temporary water
with the specifications. Areas that require
excavation, borrow and embankment in accordance
The Contractor will be required to finish areas of
52
2
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
20 la
852a - add 1.d
gn
16-J
UN-2017 15:4
3
hdougherty
Plotte
d
By:
File:
Plot
Locatio
n:
Plot
Date:
NO.
1
2
3
SHS SHS
Revised Standard SHS
Revised Standard SHS
Revised Standard SHS
or other material
Exposed rock, shale,
measurement.
(i.e. pavement, gravel, riprap, etc.) shall not be included in this
erosion control measures to be placed. Any impervious areas
entire disturbed area of the project that requires seeding and
CLT = Construction Limit Tract. This area is defined by the
LF
LF
Regreen and Quick Guard are the approved sterile wheatgrass products.
MRD MRD
Temporary Berm (Set Price)
Temporary Ditch Check (Rock)
TON
Silt Fence
LB
LB
LB
LB
EACH
EACH
LB
Erosion Control (Class 2, Type Y) SQ YD
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Slope = Defined by the area of the project that requires Class 1
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Channel = Defined by the area of the project that requires Class 2
LSSWPPP Design à
SWPPP Inspection à
fertilized and mulched at the listed rate per acre. The acres are estimated.
NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded,
Other vegetative mulches are acceptable only with the Engineer's concurrence.
LFSynthetic Sediment Barrier
**** List size of material.
Water Pollution Control Manager à
Sheet No.
Scott H. Shields
Sheet No.
2017
900 lbs / acre
Temporary Seed (Sterile Wheatgrass)
LB
Temporary Seed (Grain Oats)
Temporary Seed (Canada Wildrye)
2 tons / acre
EACH
MGALWater (Erosion Control) (Set Price)
must be included.
disturbed area of the project, not just the seeding area, is 1 acre or more, then these bid itemstotalà If the
seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season.
Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary
Biodegradable Log (12")
Biodegradable Log (20")
Biodegradable Log (9")
LF
LF
Geotextile (Erosion Control) SQ YD
EACH
material.
the Class 1 and/or Class 2 erosion control
The Soil Erosion Mix is to be placed under
SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES
Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection.
Mulching
2/01/17
to the Standard Specifications.
required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according
mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry
The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes
protection of newly seeded areas.
The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate
Temporary Seeding LS
SQ YD
6/01/16
LS
20
10
0.01
ADDITIVE #1
POLLUTION CONTROL
Filter Sock (8")
62 U-0473-01 20 37
20
CA
Dconform C
ertify T
his File
CADconform Certify This File
Temporary Fertilizer ( 16 - 20 - 0 )
0.01
0.01
0.01
150
20
45
45
111 111 111
111 111111
111 111 111
111111
111
111111
111
6/15/2016
SOIL EROSION MIX
Erosion Control (Class 1, Type Y)
CU YD
CU YD
LF
LF
CU YD
P.L.S. RATE/ ACRE
CLT CLTSL/CH SL/CH
Soil Erosion Mix
undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched.
Soil preparation shall conform to the Standard Specifications.
2 25
Temporary Sediment Basin
Temporary Slope Drain
Temporary Stream Crossing
Temporary Inlet Sediment Barrier
1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.
TYPICAL SECTION - DUAL PAVEMENT
FILL SECTION CUT SECTION
RAMP FILL SECTION
RAMP CUT SECTION
Fertilize, Seed & Mulch
ACRESBID ITEM QUANTITY UNIT
* - N = Nitrogen Rate of Application
** - P O = Phosphorous Rate of Application
*** - K O = Potassium Rate of Application
Mulch Tacking Slurry
PLS RATE NAME QTY (lb)
Total (lb)
TEMPORARY EROSION AND
LA852A
MRD
MRD
Sediment Removal (Set Price)
MRD
LF
4/06/15
ì
ì
ì
SURFACE
FUTURE
be required.
and seeding shall not
it shall be left in place
the bottom of a ditch,
If rock is exposed at
SURFACE
FUTURE
Fertilize, Seed & MulchFertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch Fertilize, Seed & Mulch
the plans. The rate of application per acre, thickness in place, for the mulching materials is as follows:
MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on
The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of
GENERAL NOTES
based mulch, shall meet the North American Weed Free Forage Standards.
Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood
acceptable.
N, P O , K O listed in Summary of Quantities will be
or exceeds the required minimum rate per acre of
FERTILIZER: A ratio and application rate that equals
the Engineer.
section shown on the plans or as established by
close conformity to the alignment, grade and cross
pollution control items will be finished in reasonable
installation or construction of temporary water
with the specifications. Areas that require
excavation, borrow and embankment in accordance
The Contractor will be required to finish areas of
52
2
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
21 la
852a - add 2.d
gn
16-J
UN-2017 15:4
3
hdougherty
Plotte
d
By:
File:
Plot
Locatio
n:
Plot
Date:
NO.
1
2
3
SHS SHS
Revised Standard SHS
Revised Standard SHS
Revised Standard SHS
or other material
Exposed rock, shale,
measurement.
(i.e. pavement, gravel, riprap, etc.) shall not be included in this
erosion control measures to be placed. Any impervious areas
entire disturbed area of the project that requires seeding and
CLT = Construction Limit Tract. This area is defined by the
LF
LF
Regreen and Quick Guard are the approved sterile wheatgrass products.
MRD MRD
Temporary Berm (Set Price)
Temporary Ditch Check (Rock)
TON
Silt Fence
LB
LB
LB
LB
EACH
EACH
LB
Erosion Control (Class 2, Type Y) SQ YD
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Slope = Defined by the area of the project that requires Class 1
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Channel = Defined by the area of the project that requires Class 2
LSSWPPP Design à
SWPPP Inspection à
fertilized and mulched at the listed rate per acre. The acres are estimated.
NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded,
Other vegetative mulches are acceptable only with the Engineer's concurrence.
LFSynthetic Sediment Barrier
**** List size of material.
Water Pollution Control Manager à
Sheet No.
Scott H. Shields
Sheet No.
2017
900 lbs / acre
Temporary Seed (Sterile Wheatgrass)
LB
Temporary Seed (Grain Oats)
Temporary Seed (Canada Wildrye)
2 tons / acre
EACH
MGALWater (Erosion Control) (Set Price)
must be included.
disturbed area of the project, not just the seeding area, is 1 acre or more, then these bid itemstotalà If the
seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season.
Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary
Biodegradable Log (12")
Biodegradable Log (20")
Biodegradable Log (9")
LF
LF
Geotextile (Erosion Control) SQ YD
EACH
material.
the Class 1 and/or Class 2 erosion control
The Soil Erosion Mix is to be placed under
SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES
Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection.
Mulching
2/01/17
to the Standard Specifications.
required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid for according
mulching associated with both temporary and permanent seeding operations. The total mulch and mulch tacking slurry
The amount of mulch and mulch tacking slurry in the bid quantities is estimated. The estimated quantity includes
protection of newly seeded areas.
The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate
Temporary Seeding LS
SQ YD
6/01/16
LS
40
10
0.02
Filter Sock (8")
ADDITIVE #2
POLLUTION CONTROL
62 U-0473-01 21 37
21
CA
Dconform C
ertify T
his File
CADconform Certify This File
0.02
0.02
0.02
150
20
45
45
Temporary Fertilizer ( 16 - 20 - 0 )
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 12 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 01 COMMON ITEMS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |1 |MOBILIZATION |LSUM | | | | | | | | | | | | | |025323| | 1.00| | | --------------------------------------------------------------------------- |2 |MOBILIZATION (DBE) |LSUM | | | | | | | | | | | | | |070626| | 1.00| | | --------------------------------------------------------------------------- |3 |CONTRACTOR CONSTRUCTION |LSUM | | | | | | |STAKING | | | | | | |020100| | 1.00| | | --------------------------------------------------------------------------- |4 |TRAFFIC CONTROL |LSUM | | | | | | | | | | | | | |025324| | 1.00| | | --------------------------------------------------------------------------- |5 |FLAGGER (SET PRICE) |HOUR | | | | | | | | | | | | | |070580| | 1.00| 25.000| $25.00| ---------------------------------------------------------------------------
SECTION 02 ROAD ITEMS
--------------------------------------------------------------------------- |6 |CLEARING AND GRUBBING |LSUM | | | | | | | | | | | | | |025361| | 1.00| | | --------------------------------------------------------------------------- |7 |COMPACTION OF EARTHWORK |CUYD | | | | | | |(TYPE B) (MR-90) | | | | | | |012332| | 40.00| | | --------------------------------------------------------------------------- |8 |WATER (GRADING) (SET |MGAL | | | | | | |PRICE) | | | | | | |010114| | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |9 |COMMON EXCAVATION (URB) |CUYD | | | | | | | | | | | | | |012412| | 285.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 13 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 02 ROAD ITEMS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |10 |ROCK EXCAVATION |CUYD | | | | | | | | | | | | | |012420| | 82.00| | | --------------------------------------------------------------------------- |11 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |4") (AE) | | | | | | |025026| | 2,308.00| | | --------------------------------------------------------------------------- |12 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |6") (AE) | | | | | | |025041| | 282.00| | | --------------------------------------------------------------------------- |13 |SIDEWALK RAMP |SQYD | | | | | | | | | | | | | |022625| | 139.00| | | --------------------------------------------------------------------------- |14 |CONCRETE (GRADE 3.0) (AE)|CUYD | | | | | | | | | | | | | |013398| | 1.20| | | --------------------------------------------------------------------------- |15 |REINFORCING STEEL (GRADE |LBS. | | | | | | |60) | | | | | | |025100| | 44.00| | | ---------------------------------------------------------------------------
SECTION 03 RETAINING WALL
--------------------------------------------------------------------------- |16 |LANDSCAPE RETAINING WALL |SQFT | | | | | | | | | | | | | |025992| | 274.00| | | ---------------------------------------------------------------------------
SECTION 04 TEMP PROJ WTR POL CTL-SOIL EROS
--------------------------------------------------------------------------- |17 |TEMPORARY SEEDING |LSUM | | | | | | | | | | | | | |072226| | 1.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 14 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 04 TEMP PROJ WTR POL CTL-SOIL EROS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |18 |SEDIMENT REMOVAL (SET |CUYD | | | | | | |PRICE) | | | | | | |071291| | 1.00| 35.000| $35.00| --------------------------------------------------------------------------- |19 |TEMPORARY BERM (SET |LNFT | | | | | | |PRICE) | | | | | | |072400| | 1.00| 1.000| $1.00| --------------------------------------------------------------------------- |20 |BIODEGRADABLE LOG ( 9") |LNFT | | | | | | | | | | | | | |070894| | 180.00| | | --------------------------------------------------------------------------- |21 |FILTER SOCK ( 8") |LNFT | | | | | | | | | | | | | |070827| | 45.00| | | --------------------------------------------------------------------------- |26 |WATER (EROSION CONTROL) |MGAL | | | | | | |(SET PRICE) | | | | | | |010123| | 1.00| 35.000| $35.00| ---------------------------------------------------------------------------
SECTION 05 CONCRETE SURFACING ITEMS
--------------------------------------------------------------------------- |27 |CURB, EDGE (SPECIAL) (AE)|LNFT | | | | | | | | | | | | | |061374| | 102.00| | | --------------------------------------------------------------------------- |28 |CURB AND GUTTER, COMBINED|LNFT | | | | | | |(AE) | | | | | | |061597| | 19.00| | | ---------------------------------------------------------------------------
SECTION 06 ADDITIVE #1 ITEMS
--------------------------------------------------------------------------- |29 |CONTRACTOR CONSTRUCTION |LSUM | | | | | | |STAKING | | | | | | |020100| | 1.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 15 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 06 ADDITIVE #1 ITEMS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |30 |COMPACTION OF EARTHWORK |CUYD | | | | | | |(TYPE B) (MR-90) | | | | | | |012332| | 4.00| | | --------------------------------------------------------------------------- |31 |COMMON EXCAVATION (URB) |CUYD | | | | | | | | | | | | | |012412| | 23.00| | | --------------------------------------------------------------------------- |32 |ROCK EXCAVATION |CUYD | | | | | | | | | | | | | |012420| | 8.00| | | --------------------------------------------------------------------------- |33 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |4") (AE) | | | | | | |025026| | 133.00| | | --------------------------------------------------------------------------- |34 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |6") (AE) | | | | | | |025041| | 22.00| | | --------------------------------------------------------------------------- |35 |SIDEWALK RAMP |SQYD | | | | | | | | | | | | | |022625| | 44.00| | | --------------------------------------------------------------------------- |36 |CURB, EDGE (SPECIAL) (AE)|LNFT | | | | | | | | | | | | | |061374| | 40.00| | | --------------------------------------------------------------------------- |37 |TEMPORARY SEEDING |LSUM | | | | | | | | | | | | | |072226| | 1.00| | | --------------------------------------------------------------------------- |38 |BIODEGRADABLE LOG ( 9") |LNFT | | | | | | | | | | | | | |070894| | 20.00| | | --------------------------------------------------------------------------- |39 |FILTER SOCK ( 8") |LNFT | | | | | | | | | | | | | |070827| | 10.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 16 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 07 ADDITIVE #2 ITEMS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |41 |CONTRACTOR CONSTRUCTION |LSUM | | | | | | |STAKING | | | | | | |020100| | 1.00| | | --------------------------------------------------------------------------- |42 |CLEARING AND GRUBBING |LSUM | | | | | | | | | | | | | |025361| | 1.00| | | --------------------------------------------------------------------------- |43 |COMPACTION OF EARTHWORK |CUYD | | | | | | |(TYPE B) (MR-90) | | | | | | |012332| | 11.00| | | --------------------------------------------------------------------------- |44 |COMMON EXCAVATION (URB) |CUYD | | | | | | | | | | | | | |012412| | 48.00| | | --------------------------------------------------------------------------- |45 |ROCK EXCAVATION |CUYD | | | | | | | | | | | | | |012420| | 13.00| | | --------------------------------------------------------------------------- |46 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |4") (AE) | | | | | | |025026| | 326.00| | | --------------------------------------------------------------------------- |47 |SIDEWALK CONSTRUCTION ( |SQYD | | | | | | |6") (AE) | | | | | | |025041| | 61.00| | | --------------------------------------------------------------------------- |48 |SIDEWALK RAMP |SQYD | | | | | | | | | | | | | |022625| | 41.00| | | --------------------------------------------------------------------------- |49 |CURB, EDGE (SPECIAL) (AE)|LNFT | | | | | | | | | | | | | |061374| | 18.00| | | --------------------------------------------------------------------------- |50 |TEMPORARY SEEDING |LSUM | | | | | | | | | | | | | |072226| | 1.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 17 UNIT PRICES LIST
STATE CONTRACT NO: 517062262 PREPARED DATE: 05-25-17 STATE PROJECT NO: 062 U 0473-01 REVISED DATE: 06-19-17
SECTION 07 ADDITIVE #2 ITEMS
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |51 |BIODEGRADABLE LOG ( 9") |LNFT | | | | | | | | | | | | | |070894| | 40.00| | | --------------------------------------------------------------------------- |52 |FILTER SOCK ( 8") |LNFT | | | | | | | | | | | | | |070827| | 10.00| | | ---------------------------------------------------------------------------
GRAND TOTAL : $131.00
- CONTRACTOR Check: 00000000