S E C T I O N 9 0 5 -- P R O P O S A L...
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S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED) I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda): ADDENDUM NO. 1 DATED 2/23/2017 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED Number Description TOTAL ADDENDA: 1 (Must agree with total addenda issued prior to opening of bids) Respectfully Submitted, DATE Contractor BY Signature TITLE ADDRESS CITY, STATE, ZIP PHONE FAX E-MAIL 1 Revised Table of Contents; Revised NTB No. 6820; Revised Bid Items; Revised Progress Schedule; Revised or Added Plan Sheet Nos. 2, 6, 14-18; Amendment EBS Download Required. (To be filled in if a corporation) Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address Secretary Address Treasurer Address The following is my (our) itemized proposal. NH-0079-02(017)/ 107478301000 & NH-0002-06(023)/ 107478302000 Lee County(ies) Revised 01/26/2016
Transcript of S E C T I O N 9 0 5 -- P R O P O S A L...
S E C T I O N 9 0 5 -- P R O P O S A L (CONTINUED)
I (We) hereby certify by digital signature and electronic submission via Bid Express of the Section 905 proposal below, that all certifications, disclosures and affidavits incorporated herein are deemed to be duly executed in the aggregate, fully enforceable and binding upon delivery of the bid proposal. I (We) further acknowledge that this certification shall not extend to the bid bond or alternate security which must be separately executed for the benefit of the Commission. This signature does not cure deficiencies in any required certifications, disclosures and/or affidavits. I (We) also acknowledge the right of the Commission to require full and final execution on any certification, disclosure or affidavit contained in the proposal at the Commission’s election upon award. Failure to so execute at the Commission’s request within the time allowed in the Standard Specifications for execution of all contract documents will result in forfeiture of the bid bond or alternate security. Bidder acknowledges receipt of and has added to and made a part of the proposal and contract documents the following addendum (addenda):
ADDENDUM NO. 1 DATED 2/23/2017 ADDENDUM NO. DATED ADDENDUM NO DATED ADDENDUM NO. DATED
Number Description TOTAL ADDENDA: 1
(Must agree with total addenda issued prior to opening of bids) Respectfully Submitted,
DATE
Contractor
BY Signature
TITLE
ADDRESS
CITY, STATE, ZIP
PHONE
FAX
1 Revised Table of Contents; Revised NTB No. 6820; Revised Bid Items; Revised Progress Schedule; Revised or Added Plan Sheet Nos. 2, 6, 14-18; Amendment EBS Download Required.
(To be filled in if a corporation)
Our corporation is chartered under the Laws of the State of and the names, titles and business addresses of the executives are as follows: President Address
Secretary Address
Treasurer Address
The following is my (our) itemized proposal.
NH-0079-02(017)/ 107478301000 & NH-0002-06(023)/ 107478302000
Lee County(ies) Revised 01/26/2016
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
TABLE OF CONTENTS
PROJECT: NH-0079-02(017)/107478301 - LeeNH-0002-06(023)/107478302 - Lee
Section 901 - Advertisement
Section 904 - Notice to Bidders#1 Governing Specifications
#3 Final Cleanup
#640 Fiber Reinforced Concrete
#1405 Errata & Modifications to 2004 Standard Specifications
#1928 Federal Bridge Formula
#2382 Status of ROW, w/ Attachments
#3131 Temporary Traffic Paint
#3704 Use of Precast Drainage Units
#3893 Petroleum Products Base Price
#4189 Rumble Stripe
#4214 Safety Apparel
#4473 Alternate Crushed Stone Base Bid Items
#4526 Electronic Addendum Process
#4565 Manual on Uniform Traffic Control Devices (MUTCD)
#5044 Questions Regarding Bidding
#5053 Contractor Correspondence
#5405 Traffic Control Devices
#5411 Safety Edge
#5412 Weight Limits
#5556 DUNS Requirement for Federal Funded Projects
#5865 Non-Quality Control / Quality Assurance Concrete
#5866 Payroll Requirements
#5896 DBE Forms, Participation and Payment
#6411 Disadvantaged Business Enterprise, w/ Supplement
#6728 Adjustments for Bituminous Materials
#6818 Contract Time
#6819 Specialty Items
#6820 Pay Item Corrections
#6821 Additional Reclamation, Milling and Overlay Requirements
906 Required Federal Contract Provisions -- FHWA 1273, w/Supplements
Section 907 - Special Provisions907-101-4 Definitions
907-102-12 Bidding Requirements and Conditions
907-103-11 Award and Execution
907-104-5 Scope of Work
907-104-6 Partnering Process
907-105-10 Control of Work
907-107-13 Legal Relations and Responsibility to Public, w/ Supplement
1
PROJECT: NH-0079-02(017)/107478301 - LeeNH-0002-06(023)/107478302 - Lee
907-108-38 Prosecution and Progress
907-109-8 Measurement and Payment
907-110-2 Wage Rates
907-216-1 Solid Sodding
907-304-13 Granular Courses
907-401-7 Asphalt Pavements, w/ Supplement
907-403-14 Asphalt Pavements
907-406-4 Cold Milling
907-407-2 Tack Coat
907-499-1 Roadbed Reclamation With Portland Cement
907-601-1 Structural Concrete
907-618-9 Placement of Temporary Traffic Stripe
907-618-13 Temporary Construction Signs
907-619-5 Changeable Message Signs
907-626-5 Inverted Profile Thermoplastic Traffic Stripe
907-626-25 Thermoplastic Traffic Markings
907-699-5 Construction Stakes
907-701-5 Hydraulic Cement, w/ Supplement
907-702-5 Specifications for Bituminous Materials
907-703-12 Aggregates, w/ Supplement
907-708-6 Non-Metal Drainage Structures
907-710-1 Fast Dry Solvent Traffic Paint
907-711-4 Synthetic Structural Fiber Reinforcement
907-713-6 Admixtures for Concrete
907-714-8 Miscellaneous Materials
907-720-2 Pavement Marking Materials
907-804-19 Concrete Bridges and Structures, w/ Supplement
Section 905 - Proposal, Proposal Bid Items, Combination Bid Proposal
Certification of Performance - Prior Federal-Aid Contracts
Certification Regarding Non-Collusion, Debarment and Suspension
SAM.GOV Registration and DUNS Number
Section 902 - Contract Form
Section 903 - Contract Bond Forms
Form -- OCR-485
Progress Schedule
(REVISIONS TO THE ABOVE WILL BE INDICATED ON THE SECOND SHEETOF SECTION 905 AS ADDENDA)
02/23/2017 07:57 AM
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MISSISSIPPI DEPARTMENT OF TRANSPORTATION SECTION 904 - NOTICE TO BIDDERS NO. 6820 CODE: (SP) DATE: 2/23/2017 SUBJECT: Pay Item Corrections PROJECT: NH-0079-02(017) / 107478301 & NH-0002-06(023) / 107478302 – Lee County The Bidder’s attention is called to the Summary of Quantities in the Contract Plans. A pay item for Watering, 219-A001, is not included in the Contract Plans. This is in error. A quantity of 12 Thousand Gallon has been added to the bid items. The Bidder is also advised that the Summary of Quantity sheets for NH-0079-02(017) / 107478301 in the Contract Plans do not show pay items for Maintenance of Traffic, 907-618-A001 and Mobilization, 620-A001. This is in error. Maintenance of Traffic and Mobilization should be shown for both project numbers. This has been accounted for in the bid system.
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
LEE
NH-0079-02(017)/107478301, NH-0002-06(023)/107478302
Pavement Restoration approximately 5 miles on US 45/45A from Lee County Line to North of Brewer Road, known as Federal Aid Project Nos. NH-0079-02(017) / 107478301 & NH-0002-06(023) / 107478302 in Lee County.
Proposal (Sheet 2 - 1)
Roadway Items
Square Yard0010 202-B005 18,500 Removal of Asphalt Pavement, All Depths
Square Yard0020 202-B024 620 Removal of Concrete Median & Island Pavement, All Depths
Linear Feet0030 202-B076 13,100 Removal of Traffic Stripe
Cubic Yard0040 (E)203-G004 4,900 Excess Excavation, LVM, AH
Thousand Gallon0050 219-A001 12 Watering [$20.00]
Cubic Yard0060 (S)221-A001 7 Portland Cement Concrete Paved Ditch
Mile0070 423-A001 24 Rumble Strips, Ground In
Pounds0080 (S)602-A001 80 Reinforcing Steel
Linear Feet0090 (S)603-CA002 120 18" Reinforced Concrete Pipe, Class III
Each0100 (S)603-CB001 1 18" Reinforced Concrete End Section
Pounds0110 604-A001 244 Castings
Pounds0120 604-B001 200 Gratings
Linear Feet0130 (S)609-D002 10 Combination Concrete Curb and Gutter Type 2
Mile0140 619-A1002 29 Temporary Traffic Stripe, Continuous White
Mile0150 619-A2002 38 Temporary Traffic Stripe, Continuous Yellow
Mile0160 619-A3006 27 Temporary Traffic Stripe, Skip White
Linear Feet0170 619-A5001 128,000 Temporary Traffic Stripe, Detail
Linear Feet0180 619-A6001 17,000 Temporary Traffic Stripe, Legend
Lump Sum0190 620-A001 1 Mobilization
Each0200 627-J001 177 Two-Way Clear Reflective High Performance Raised Markers
Each0210 627-K001 2,444 Red-Clear Reflective High Performance Raised Markers
Each0220 627-L001 240 Two-Way Yellow Reflective High Performance Raised Markers
Each0230 630-F003 14 Delineators, Flexible Post Mounted, Crossover, Type I, Green
Each0240 630-F004 14 Delineators, Flexible Post Mounted, Crossover, Type I, Yellow
Square Yard0250 907-216-A001 570 Solid Sodding
Cubic Yard0260 (GY)907-304-A007 8,800 Granular Material, LVM, Class 3, Group D
Ton0270 (BA1)907-403-A027 9,360 9.5-mm, HT, Asphalt Pavement
Ton0280 (BA1)907-403-A028 1,700 12.5-mm, HT, Asphalt Pavement
Ton0290 (BA1)907-403-A029 11,128 19-mm, HT, Asphalt Pavement
Ton0300 (BA1)907-403-C013 1,000 19-mm, HT, Asphalt Pavement, Trench Widening
Ton0310 (BA1)907-403-D010 12,900 9.5-mm, HT, Asphalt Pavement, Polymer Modified
Ton0320 (BA1)907-403-D011 11,000 12.5-mm, HT, Asphalt Pavement, Polymer Modified
(Date Printed 02/21/17) (Addendum No. 1)
Line No. Item Code Adj Code Quantity Units Description [Fixed Unit Price]
Section 905
LEE
NH-0079-02(017)/107478301, NH-0002-06(023)/107478302
Proposal (Sheet 2 - 2)
Ton0330 (BA1)907-403-D012 15,507 19-mm, HT, Asphalt Pavement, Polymer Modified
Square Yard0340 907-406-A001 273,000 Cold Milling of Bituminous Pavement, All Depths
Gallon0350 (A2)907-407-A001 23,100 Asphalt for Tack Coat
Square Yard0360 907-499-A002 54,000 Roadbed Reclamation with Portland Cement
Ton0370 907-499-B001 1,300 Portland Cement
Cubic Yard0380 (S)907-601-B003 1 Class "B" Structural Concrete, Minor Structures
Lump Sum0390 907-618-A001 1 Maintenance of Traffic
Square Feet0400 907-618-B001 2 Additional Construction Signs [$10.00]
Each0410 907-619-E3001 2 Changeable Message Sign
Mile0420 907-626-A003 16 6" Thermoplastic Traffic Stripe, Skip White
Mile0430 907-626-C004 16 6" Thermoplastic Edge Stripe, Continuous White
Mile0440 907-626-E004 14 6" Thermoplastic Traffic Stripe, Continuous Yellow
Linear Feet0450 907-626-G004 14,500 Thermoplastic Detail Stripe, White
Linear Feet0460 907-626-G005 15,500 Thermoplastic Detail Stripe, Yellow
Linear Feet0470 907-626-H004 2,950 Thermoplastic Legend, White
Lump Sum0480 907-699-A002 1 Roadway Construction Stakes
Cubic Yard0490 (GY)907-304-H002 970 3/4" and Down Crushed Stone Base, LVM
ALTERNATE GROUP AA NUMBER 1
Cubic Yard0500 (GY)907-304-H003 970 Size 610 Crushed Stone Base, LVM
ALTERNATE GROUP AA NUMBER 2
Cubic Yard0510 (GY)907-304-H004 970 Size 825B Crushed Stone Base, LVM
ALTERNATE GROUP AA NUMBER 3
Linear Feet0520 907-626-I003 5,850 6" Inverted Profile Thermoplastic Traffic Stripe, Skip White
ALTERNATE GROUP BB NUMBER 1
Linear Feet0530 907-626-J003 5,850 6" Inverted Profile Thermoplastic Traffic Stripe, Continuous White
Linear Feet0540 907-626-L001 5,850 6" Inverted Profile Thermoplastic Traffic Stripe, Continuous Yellow
Linear Feet0550 628-I002 5,850 6" High Performance Cold Plastic Traffic Stripe, Skip White
ALTERNATE GROUP BB NUMBER 2
Linear Feet0560 628-J002 5,850 6" High Performance Cold Plastic Traffic Stripe, Continuous White
Linear Feet0570 628-M002 5,850 6" High Performance Cold Plastic Traffic Stripe, Continuous Yellow
(Date Printed 02/21/17) (Addendum No. 1)
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IV
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01-359-7700 F
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39
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S
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MA
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OF
QU
AN
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MA
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S1
8
SQ
-3
SQ
-4
SQ
-5
1/9
/1
7T
RG
1/9/16REVISED GENERAL NOTESTRG1
1
TR
G
TR
G
TR
G
2,3
,4,5
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4,1
5,1
6,1
7,1
8,2
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07478/3
01000/3
02000
42,4
3,4
4,4
5,4
6,4
7,4
8,4
9,
50,5
1,5
2
1/2
4/1
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14
,15
,16
,17
,18
2/1
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7T
RG
2,6
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,15
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,18
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MDOT-ADDENDUM
dpeacock
MDOT-ADDENDUM
FM
S:
107478-3
01000/1
07478-3
02000
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
MIS
S
PRO
JECT N
O.
STATE
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
SH
EE
T 1
)
Fin
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Pre
lim
LEE :
107478-3
01000
UN
ITPAY I
TEM
PAY I
TEM
NO
.
2,5
00
SY
Rem
ova
l of
Asp
halt P
ave
ment,
All
Depth
s202-B
005
6,4
00
LFRem
ova
l of
Traff
ic S
trip
e202-B
076
200
CY
Exc
ess
Exc
ava
tion, LV
M, AH
203-G
004
2,7
00
CY
Gra
nula
r M
ate
rial, L
VM
, Cla
ss 3
, G
roup D
907-3
04-A
007
450
CY
3/4
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ow
n C
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ed S
tone B
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, LV
M907-3
04-H
002
OR
450
CY
Siz
e 6
10 C
rush
ed S
tone B
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, LV
M907-3
04-H
003
OR
450
CY
Siz
e 8
25B C
rush
ed S
tone B
ase
, LV
M907-3
04-H
004
760
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment
907-4
03-A
027
600
TO
N19-m
m, H
T, A
sphalt P
ave
ment
907-4
03-A
029
1,0
00
TO
N19-m
m, H
T, A
sphalt P
ave
ment,
Tre
nch
Wid
enin
g907-4
03-C
013
5,6
00
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
010
7,600
TO
N12.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
011
68,0
00
SY
Cold
Mill
ing o
f Bitum
inous
Pave
ment,
All
Depth
s907-4
06-A
001
4,1
00
GAL
Asp
halt for
Tack
Coat
907-4
07-A
001
10
MI
Rum
ble
Str
ips,
Gro
und I
n423-A
001
1SF
Additio
nal Const
ruct
ion S
igns
907-6
18-B
001
7M
ITe
mpora
ry T
raff
ic S
trip
e, Continuous
White
619-A
1002
19
MI
Tem
pora
ry T
raff
ic S
trip
e, Continuous
Yello
w619-A
2002
9M
ITe
mpora
ry T
raff
ic S
trip
e, Ski
p W
hite
619-A
3006
64,0
00
LFTe
mpora
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trip
e, D
eta
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5001
8,5
00
LFTe
mpora
ry T
raff
ic S
trip
e, Le
gend
619-A
6001
5M
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Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-A
003
4M
I6"
Therm
opla
stic
Edge S
trip
e, Continuous
White
907-6
26-C
004
4M
I6"
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-E
004
900
LFTherm
opla
stic
Deta
il Str
ipe, W
hite
907-6
26-G
004
2,4
00
LFTherm
opla
stic
Deta
il Str
ipe, Yello
w907-6
26-G
005
644
EA
Red-C
lear
Reflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-K
001
6EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, G
reen
630-F
003
6EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, Yello
w630-F
004
2,9
00
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-I
003
2,9
00
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
White
907-6
26-J
003
2,9
00
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-L
001
OR
2,9
00
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
628-I
002
2,9
00
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
White
628-J
002
2,9
00
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w628-M
002
424.1
TO
NS F
OR
GAU
RD
RAIL
PAD
S A
ND
328.3
TO
NS F
OR
CRO
SSO
VERS A
ND
IN
TERCH
AN
GES
Check
ed
Date
14
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
S
County
: LE
EPro
j N
o:
NH
-0079-0
2(0
17)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-1
FM
S:
107478-3
01000/1
07478-3
02000
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
MIS
S
PRO
JECT N
O.
STATE
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
SH
EE
T 2
)
Fin
al
Pre
lim
LEE :
107478-3
02000
UN
ITPAY I
TEM
PAY I
TEM
NO
.
16,0
00
SY
Rem
ova
l of
Asp
halt P
ave
ment,
All
Depth
s202-B
005
620
SY
Rem
ova
l of
Concr
ete
Media
n &
Isl
and P
ave
ment,
All
Depth
s202-B
024
6,7
00
LFRem
ova
l of
Traff
ic S
trip
e202-B
076
4,7
00
CY
Exc
ess
Exc
ava
tion, LV
M, AH
203-G
004
6,1
00
CY
Gra
nula
r M
ate
rial, L
VM
, Cla
ss 3
, G
roup D
907-3
04-A
007
520
CY
3/4
" and D
ow
n C
rush
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tone B
ase
, LV
M907-3
04-H
002
OR
520
CY
Siz
e 6
10 C
rush
ed S
tone B
ase
, LV
M907-3
04-H
003
OR
520
CY
Siz
e 8
25B C
rush
ed S
tone B
ase
, LV
M907-3
04-H
004
570
SY
Solid
Soddin
g907-2
16-A
001
7CY
Port
land C
em
ent
Concr
ete
Pave
d D
itch
221-A
001
1CY
Cla
ss "
B"
Str
uct
ura
l Concr
ete
, M
inor
Str
uct
ure
s907-6
01-B
003
80
LBS
Rein
forc
ing S
teel
602-A
001
120
LF18"
Rein
forc
ed C
oncr
ete
Pip
e, Cla
ss I
II603-C
A002
1EA
18"
Rein
forc
ed C
oncr
ete
End S
ect
ion
603-C
B001
244
LBS
Cast
ings
604-A
001
200
LBS
Gra
tings
604-B
001
10
LFCom
bin
ation C
oncr
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Curb
and G
utt
er
Type 2
609-D
002
8,6
00
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment
907-4
03-A
027
1,7
00
TO
N12.5
-mm
, H
T, A
sphalt P
ave
ment
907-4
03-A
028
10,5
28
TO
N19-m
m, H
T, A
sphalt P
ave
ment
907-4
03-A
029
7,300
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
010
3,4
00
TO
N12.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
011
15,5
07
TO
N19-m
m, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
012
205,0
00
SY
Cold
Mill
ing o
f Bitum
inous
Pave
ment,
All
Depth
s907-4
06-A
001
19,0
00
GAL
Asp
halt for
Tack
Coat
907-4
07-A
001
14
MI
Rum
ble
Str
ips,
Gro
und I
n423-A
001
54,0
00
SY
Roadbed R
ecl
am
ation w
ith P
ort
land C
em
ent
907-4
99-A
002
1,3
00
TO
NPort
land C
em
ent
907-4
99-B
001
1LS
Main
tenance
of
Traff
ic907-6
18-A
001
1SF
Additio
nal Const
ruct
ion S
igns
907-6
18-B
001
22
MI
Tem
pora
ry T
raff
ic S
trip
e, Continuous
White
619-A
1002
19
MI
Tem
pora
ry T
raff
ic S
trip
e, Continuous
Yello
w619-A
2002
18
MI
Tem
pora
ry T
raff
ic S
trip
e, Ski
p W
hite
619-A
3006
64,0
00
LFTe
mpora
ry T
raff
ic S
trip
e, D
eta
il619-A
5001
8,5
00
LFTe
mpora
ry T
raff
ic S
trip
e, Le
gend
619-A
6001
2,5
34.8
TO
NS F
OR
RAM
PS
1689.8
TO
NS F
OR
CRO
SSO
VERS A
ND
IN
TERCH
AN
GES
370.3
TO
NS F
OR
APRO
NS A
ND
328.3
TO
NS F
OR
CRO
SSO
VERS A
ND
IN
TERCH
AN
GES
Check
ed
Date
15
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
S
County
: LE
EPro
j N
o:
NH
-0002-0
6(0
23)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-2
FM
S:
107478-3
01000/1
07478-3
02000
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
MIS
S
PRO
JECT N
O.
STATE
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
SH
EE
T 3
)
Fin
al
Pre
lim
LEE :
107478-3
02000
UN
ITPAY I
TEM
PAY I
TEM
NO
.
2EA
Changeable
Mess
age S
ign
907-6
19-E
3001
1LS
Mobili
zation
620-A
001
1LS
Roadw
ay
Const
ruct
ion S
take
s907-6
99-A
002
11
MI
6"
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-A
003
12
MI
6"
Therm
opla
stic
Edge S
trip
e, Continuous
White
907-6
26-C
004
10
MI
6"
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-E
004
13,6
00
LFTherm
opla
stic
Deta
il Str
ipe, W
hite
907-6
26-G
004
13,1
00
LFTherm
opla
stic
Deta
il Str
ipe, Yello
w907-6
26-G
005
2,9
50
LFTherm
opla
stic
Legend, W
hite
907-6
26-H
004
177
EA
Two-W
ay
Cle
ar
Reflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-J
001
1,8
00
EA
Red-C
lear
Reflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-K
001
240
EA
Two-W
ay
Yello
w R
eflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-L
001
8EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, G
reen
630-F
003
8EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, Yello
w630-F
004
2,9
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-I
003
2,9
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
White
907-6
26-J
003
2,9
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-L
001
OR
2,9
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
628-I
002
2,9
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
White
628-J
002
2,9
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w628-M
002
TH
ESE S
IGN
S A
RE I
NTEN
DED
TO
BE
USED
WIT
H R
AM
P C
LOSU
RES A
T
SEVERAL L
OCATIO
NS.
MAY A
LSO
BE
USED
AS N
OTIC
E F
OR
WO
RK O
N
MAIN
LIN
E.
Check
ed
Date
16
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
S
County
: LE
EPro
j N
o:
NH
-0002-0
6(0
23)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-3
FM
S:
107478-3
01000/1
07478-3
02000
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
MIS
S
PRO
JECT N
O.
STATE
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
SH
EE
T 4
)
UN
ITPAY I
TEM
PAY I
TEM
NO
.To
tal Am
ount F
inal
Pre
lim 18,5
00
SY
Rem
ova
l of
Asp
halt P
ave
ment,
All
Depth
s202-B
005
620
SY
Rem
ova
l of
Concr
ete
Media
n &
Isl
and P
ave
ment,
All
Depth
s202-B
024
13,1
00
LFRem
ova
l of
Traff
ic S
trip
e202-B
076
4,9
00
CY
Exc
ess
Exc
ava
tion, LV
M, AH
203-G
004
8,8
00
CY
Gra
nula
r M
ate
rial, L
VM
, Cla
ss 3
, G
roup D
907-3
04-A
007
970
CY
3/4
" and D
ow
n C
rush
ed S
tone B
ase
, LV
M907-3
04-H
002
OR
970
CY
Siz
e 6
10 C
rush
ed S
tone B
ase
, LV
M907-3
04-H
003
OR
970
CY
Siz
e 8
25B C
rush
ed S
tone B
ase
, LV
M907-3
04-H
004
570
SY
Solid
Soddin
g907-2
16-A
001
7CY
Port
land C
em
ent
Concr
ete
Pave
d D
itch
221-A
001
1CY
Cla
ss "
B"
Str
uct
ura
l Concr
ete
, M
inor
Str
uct
ure
s907-6
01-B
003
80
LBS
Rein
forc
ing S
teel
602-A
001
120
LF18"
Rein
forc
ed C
oncr
ete
Pip
e, Cla
ss I
II603-C
A002
1EA
18"
Rein
forc
ed C
oncr
ete
End S
ect
ion
603-C
B001
244
LBS
Cast
ings
604-A
001
200
LBS
Gra
tings
604-B
001
10
LFCom
bin
ation C
oncr
ete
Curb
and G
utt
er
Type 2
609-D
002
9,3
60
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment
907-4
03-A
027
1,7
00
TO
N12.5
-mm
, H
T, A
sphalt P
ave
ment
907-4
03-A
028
11,1
28
TO
N19-m
m, H
T, A
sphalt P
ave
ment
907-4
03-A
029
1,0
00
TO
N19-m
m, H
T, A
sphalt P
ave
ment,
Tre
nch
Wid
enin
g907-4
03-C
013
12,9
00
TO
N9.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
010
11,0
00
TO
N12.5
-mm
, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
011
15,5
07
TO
N19-m
m, H
T, A
sphalt P
ave
ment,
Poly
mer
Modifie
d907-4
03-D
012
273,0
00
SY
Cold
Mill
ing o
f Bitum
inous
Pave
ment,
All
Depth
s907-4
06-A
001
23,1
00
GAL
Asp
halt for
Tack
Coat
907-4
07-A
001
24
MI
Rum
ble
Str
ips,
Gro
und I
n423-A
001
54,0
00
SY
Roadbed R
ecl
am
ation w
ith P
ort
land C
em
ent
907-4
99-A
002
1,3
00
TO
NPort
land C
em
ent
907-4
99-B
001
1LS
Main
tenance
of
Traff
ic907-6
18-A
001
2SF
Additio
nal Const
ruct
ion S
igns
907-6
18-B
001
29
MI
Tem
pora
ry T
raff
ic S
trip
e, Continuous
White
619-A
1002
38
MI
Tem
pora
ry T
raff
ic S
trip
e, Continuous
Yello
w619-A
2002
27
MI
Tem
pora
ry T
raff
ic S
trip
e, Ski
p W
hite
619-A
3006
128,0
00
LFTe
mpora
ry T
raff
ic S
trip
e, D
eta
il619-A
5001
2,5
34.8
TO
NS F
OR
RAM
PS
1689.8
TO
NS F
OR
CRO
SSO
VERS A
ND
IN
TERCH
AN
GES
370.3
TO
NS F
OR
APRO
NS A
ND
328.3
TO
NS F
OR
CRO
SSO
VERS A
ND
IN
TERCH
AN
GES
424.1
TO
NS F
OR
GAU
RD
RAIL
PAD
S
AN
D 3
28.3
TO
NS F
OR
CRO
SSO
VERS
AN
D I
NTERCH
AN
GES
Check
ed
Date
17
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
S
FM
S:
107478-3
01000/1
07478-3
02000
Pro
j N
o:
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S -
PR
OJE
CT
TO
TA
LS
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-4
FM
S:
107478-3
01000/1
07478-3
02000
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
MIS
S
PRO
JECT N
O.
STATE
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S (
SH
EE
T 5
)
UN
ITPAY I
TEM
PAY I
TEM
NO
.To
tal Am
ount F
inal
Pre
lim 17,
000
LFTe
mpora
ry T
raff
ic S
trip
e, Le
gend
619-A
6001
2EA
Changeable
Mess
age S
ign
907-6
19-E
3001
1LS
Mobili
zation
620-A
001
1LS
Roadw
ay
Const
ruct
ion S
take
s907-6
99-A
002
16
MI
6"
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-A
003
16
MI
6"
Therm
opla
stic
Edge S
trip
e, Continuous
White
907-6
26-C
004
14
MI
6"
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-E
004
14,5
00
LFTherm
opla
stic
Deta
il Str
ipe, W
hite
907-6
26-G
004
15,5
00
LFTherm
opla
stic
Deta
il Str
ipe, Yello
w907-6
26-G
005
2,9
50
LFTherm
opla
stic
Legend, W
hite
907-6
26-H
004
177
EA
Two-W
ay
Cle
ar
Reflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-J
001
2,4
44
EA
Red-C
lear
Reflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-K
001
240
EA
Two-W
ay
Yello
w R
eflect
ive H
igh P
erf
orm
ance
Rais
ed M
ark
ers
627-L
001
14
EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, G
reen
630-F
003
14
EA
Delin
eato
rs, Fle
xible
Post
Mounte
d, Cro
ssove
r, T
ype I
, Yello
w630-F
004
5,8
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
907-6
26-I
003
5,8
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
White
907-6
26-J
003
5,8
50
LF6"
Inve
rted P
rofile
Therm
opla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w907-6
26-L
001
OR
5,8
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Ski
p W
hite
628-I
002
5,8
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
White
628-J
002
5,8
50
LF6"
Hig
h P
erf
orm
ance
Cold
Pla
stic
Tra
ffic
Str
ipe, Continuous
Yello
w628-M
002
TH
ESE S
IGN
S A
RE I
NTEN
DED
TO
BE
USED
WIT
H R
AM
P C
LOSU
RES A
T
SEVERAL L
OCATIO
NS.
MAY A
LSO
BE
USED
AS N
OTIC
E F
OR
WO
RK O
N
MAIN
LIN
E.
Check
ed
Date
18
Sheet
Num
ber
Work
ing N
um
ber
Desi
gn T
eam
FIL
EN
AM
E :
SQ
S
FM
S:
107478-3
01000/1
07478-3
02000
Pro
j N
o:
NH
-0079-0
2(0
17)/
NH
-0002-0
6(0
23)
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S -
PR
OJE
CT
TO
TA
LS
MIS
SIS
SIP
PI
DE
PA
RT
ME
NT
OF T
RA
NS
PO
RT
AT
ION
SQ
-5
