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13,7 Design the new floating dock and gangway system including intermediate supports.

13.8 Re-examine the “0.00 ft rise” river model with the final design pile features to
confirm conformance.

13.9 Use the river model to assess pile erosion and scour, ice, and woody/miscellaneous
debris loadings.

13.10 Prepare final design drawings and specifications for City review and approval.

Segment 14 — Renaissance Park Improvements

14.1 Coordinate final park layout with the City and Halvorson/Tighe & Bond to minimize
the length and extent of the river walls and river slope embankment.

14.2 Perform additional river modeling to verify river wall and embankment grading do
not violate the “0.00 ft rise” flood level criteria. Use the river model to determine
velocity, scour and erosion potential as parameters in designing the final
embankment surface treatment(s).

14.3. Design the structural and geotechnical aspects of the new river retaining wall
including any special support(s) over the existing 30-inch City stormwater drain line.

14.4 Design the geotechnical, hydraulic, and structural elements of the proposed river
embankment.

14.5 Prepare final design plans and specifications for City review and approval.

Segment 14 — Revised Water Street and Factory Street Parking Layout

No TTG final engineering required.

Permitting Support

TTG will provide permitting support to the City in the Implementation of permit terms and
conditions within its final engineering design.

ADDITIONAL SERVICES

The following are considered additional services that are not considered final engineering
design; but, will be needed to complete the final engineering phase of this project:

Final Engineering Design Proposal 05-11-22
4920

TURNER
GROUP

Boyers Auto Body & Sales Jnc.

Sales Order

156 Lowell Road
Hudson, NH 03051 Date 8.0. No.
10/22/2018 20298
Phone # 603-882-6637
Name / Address Ship To
NASHUA SCHOOL DISTRICT
141 LEDGE ST
NASHUA, NH 03060
P.O. No. Terms Rep Ship Date Vin # Dealer Stock #
On Delivery TB 10/22/2018 UNKNOWN UNENOWN
ltem Description Ordered UM Rate Amount
Misc-Van Upfit ADRIAN STEEL PARTITION / PARFTL I 885.00 885.00
V-S5156TL148 BASE SHELVING PKG, TRANSIT LR 14 Lea 1,695.00 1,695.00
Misc-Van Upfit ADRIAN STEEL DROP DOWN SIGNAL SIDE / 1 1,632.00 1,632.00
DDLROIFTL
a" —
7
Total [ $4,212.00

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Grappone Ford 2019 Transit-250, Low Roof Cargo Van
530 Route 3A, Bow, New Hampshire, 033043104 j Low Roof Cargo Van 147.6" WB Base(R2z)
Office: 603-224-2501 Price Level: 92
Fax: 603-226-8266 — :

Selected Options
Cade Description MSRP

Base Vehicle

R2z Base Vehicle Price (R2Z)} $34,960.00
Packages
101A Order Code 101A ; NIC
Jactudes: ,
~ Engine: 3.7L Ti-VCT VE
includes SEIC capability.

- Trarismission: 6-Speed Automatic w/OD & SefectShift
inctudes auxiliary transmission oil cooler.
~ GVWR: 3,000 lbs
- Tires: 235/65R16C AS BSW
- Wheeis: 16" Steai w/Black Center Hubcap
- Pewter Vinyl Dual Bucket Seats
Includes 2-way manual driver seal, 2-way manual passenger seat and driver armrest.
- Vinyl Front Bucket Seats
- Radio: AM/FM Stereo
(18). includes digital clock and audio input jack.
4 Front Speakers
No rear speakers.

Powertrain
99M Engine: 3.7L Ti-VCT V6 included
includes SEIC capability.
446 Transmission: 6-Speed Automatic Included
w/OD & SelectShift
includes auxiliary ttansmission oif cooler. ---- i.
X7L 3.73 Limited-Slip Axle Ratio 7 $325.00
STDGV GVWR'5,000 bs Included
Wheeis & Tires
STDTR Tires: 235/65R16C AS BSW. Included
STDWL Wheels: 16" Steel w/Black Center Included
Hubcap
Seats & Seat Trim
216 Pewter Vinyl Dual Bucket Seats Included
includes 2-way manual driver seat, 2-way manual passenger seat and driver acmrest.
V Vinyl Front Bucket Seats Included
Other Options
PAINT Monotone Paint Application STD
148WB 148" Wheelbase STD

emer

543 Toneszm Power Mirrors —™ 2 $65.00

Prices and content availability as shown are subject ta change and should be treated as estimates only. Actual base vehicle, package and option pricing
may vary from this estimate because of special local pricing, availability or pricing adjustmants not reflected in the dealer's computer system. See
salesperson for the most current Information.

Prepared by: Jeff Harsin Date: 10/18/2018 1

530

Grappone Ford

oute 3A, Bow, New Hampshire, 033043104
Office: 603-224-2501

Fax: 603-226-8266

Selected Options (cont'd)

2019 Transit-250, Low Roof Cargo Van
Low Roof Cargo Van 147.6" WB Base(R2z)

Price Level: 92

Code Description —_ MSRP
178 Fixed Rear-Door/Fixed Pass:Side $250.00
Cargo-Door Glass""” -
"Trees steel mesh window guard on 2nd row 60/40 passenger side cargo doors.
86F -~3 Additional Keys (4 Totaly’ $75.00
acludles keytobse——— “=
a“ eT a a 4
90C A2V to 110V Power inverter Se, Daler e $100.00
SBU Radio: AM/FM Steréo Included
(18). inchides digital clack and audio input jack.
includes: os
- 4 Front Speakers ™
_No-rearspenkers. _ _ “
a an *) +
43B O° Back Up Alarm 7 $125.00
Interior Colors ( a
VK_01 Pewter NIC
Primary Colors
UX_02 ingot Silver Metallic 5 $150.00
SUBTOTAL

Destination Charge

TOTAL

$36) 50.00." ,

o
$37,445.08

Prices and content availability as shown are subject to change and should be traaled as estimat
may vary frorn this estimate because of special local pricing, availability or pricing adjustments
salesperson fer tha most current information.

Prepared by: Jeff Harsin

Date: 16/18/2018

es only. Actual base vehicle, gackage and option pricing
not reflected in the dealer's computer system. Sea

E366 Ene.

Van) =

#117

State of New Hampshire REGISTRATION RETAIN FOR TAX
ale of Ne N CERTIFIC.
Beuistration ceriificate not valid jor title purposes. Allesi ant taxes for which | SS CATE on paid, 381 10044819 STATE FEES
erate G16498 type PERM co2 vsn 6018171 evw 9400 e 03/ REGISTRATION $0.00
MAKE FORD MoDeEL ECONO Boy sTL VAN cir SIL p 34 12020
vear 2003 FG axtes2 ipnew 25400 un TFTSS34L73HA25220 TOTAL UE $9.00
PRY PP TYPE SPH i
DOBID LASTNAME SUFFIX FIRSTNAME M NLH.S.D. - WL,
w CYNASLOTO1 CITY OF NASHUA - SCHOOL D OFFICIAL DIRECTOR
F VALIDATION # 2423
$ MUNICIPAL FEES
REGISTRATION RENEWAL. CLERK $0.00:
21MAR2015 5002.0001 3911 3251 1 $0.00 TOTAL DUE $0.00)
NOT VALID WITHOUT DIRECTOR'S SEAL
ATTENTION:
LEGAL ADDRESS RSA 266-1 IV provides that newly
<G . Fegistered vehicles and vehicl
Ma LEDGE STREET CITY OF NASHUA - SCHOOL DEPT of which the ownership has been C. Aw
transferred i
estan 141 LEDGE STREET wihin 10 consecutive days of the

NASHUA NH 0306

CHANGE ADDRESS IN SPACE ABOVE

(THIS APPLICATION IS SIGNED AND AMY ADDITIONAL
INFORMATION IS OFFERED UNDER PENALTY OF
UNSWOHN FALSIFICATION PUNSUANT TO. RSA 443}

{Po bo Nirah a

ioe aig

| £350 YIN -

registration date stamped on the
registration certificate. [f a new
vehicle is purchased at retail from
a licensed dealer the vehicte
must be inspected no later than
20 days after the date af transfer,

a RSA 26:55, the Director |
must be notified in writing within 10 |
days when moving from the address

RDMV 444 (REY 02/08)

Fane?

OWMER'S COPY

printed on the registration certificate. |

TAX PURPOSES

LEGAL ADDRESS
144 LEDGE STREET
NASHUA NH 03060

CITY OF NASHUA - S
141 LEDGE STREET
NASHUA NH 03060

CHANGE ADDRESS IN SPACL ABOVE

(THIS APPLICATION IS SIGNED ARID ANT AODITIOMAL
INFORMATION 1S OFFERED UNDER GENALTY OF
UNSWORK FALSIFICATION PURSUANT TO PSA 641-3)

) pod
J/ gol

x.

State of New Hampshjre REGISTRATION CERTIFICATE 3971A0044815 /
Registration certificate not valid f 3. All resident taxes for which Lam liable hay 0 STATE FEES
pirate G17136 type PERM co9 ven 0018167 cvw 9400 503 4/2020 | REGISTRATION $0.00
maKE FORD mMope. ECONOLIN = gspyst: VAN cir GRY P 13 020 TOTAL DUE $0.00
year 2003 - G awes2 Lenew 26000 vn 1FTSS34L93HB87849
PRS PP TYPE SP. SP TYPE
DOBID LASTNAME SUFFIX FIRSTNAME M

C CYNASLDTO1 CITY OF NASHUA - SCHOOL D . -
N NLWHLS.D. - MLV.
A AE ) 19 OFFICIAL DIRECTOR MUNICIPAL FEES

° REGISTRATION RENEWAL VALIDATION # 2123 | cter« $0.00

TOTAL DUE $0.00)

21MAR2015 5001.0022 3911 3251 1 $0.00

NOT VALID WITHOUT DIRECTOR'S SEAL
ATTENTION:
RSA 266-1 IV provides that newly
registered vehicles and vehicles
of which the ownership has been
vansfered must be insnected
within 10 consecutive days of the
registration date stamped on the
tegistralion certificate. If a new
vehicle is purchased at retail from
a licensed dealer the vehicle
must be inspected no later than
20 days after the date of transfer.

CHOOL DEPT

MUNICIPAL COMMENT:

Pursuant to RSA 261:55, the Director
must be notified in writing within 10
Gays when moving from the address
printed on the registration certificate, —

ROMY 344 (REV 02/08) OWNER’S COPY

Td bf!

2) THE CITY OF NASHUA “The Gate City"

Financial Services

Purchasing Department

March 14, 2019
Memo #19-132

TO: MAYOR DONCHESS
FINANCE COMMITTEE

SUBJECT: 2019 ASPHALT TESTING (VALUE: $48,600)
DEPARTMENT: 160 ADMIN/ENGINEERING; FUND: BOND

Please see the attached communication from Stephen Dookran, P.E., City Engineer, dated February 28,
2019 for information related to this purchase.

Pursuant to § 5-78 Major purchases (greater than $10,000) A. All supplies and contractual services,
except as otherwise provided herein, when the estimated cost thereof shall exceed $10,000 shall be
purchased by formal, written contract from the lowest responsible bidder, after due notice inviting bids.
The City Engineer, Board of Public Works (February 28, 2019 meeting) and the Purchasing Department

recommend the award of this contract in an amount of $48,600 to S.W. Cole Engineering, Inc. of
Londonderry, NH.

Re Hin

Dan Kooken
Purchasing Manager

Ce: S Dookran L Fauteux

229 Main Street e Nashua, New Hampshire 03061 e Phone (603) 589-3330 e Fax (603) 589-3233 |

To:

From:

Re:

D. Motion:

Discussion:

City of Nashua, Public Works Division

Board of Public Works Meeting Date: February 28, 2019

Stephen Dookran, P.E., City Engineer
Engineering Department

2019 Asphalt Testing — Arterial Roadways; Local & Collector Roadways
Construction

To approve the award of the 2019 Asphalt Testing contract to S.W. Cole Engineering,
Inc., Londonderry, NH in the amount of $48,600. Funding will be through: Department:
161 Street; Fund: General; Activity: Paving; Department: 160 Admin/Engineering; Fund:
Bond; Activity: Paving.

The 2019 Paving Contract (Arterial Roadways Contract; Local & Collector Roadways
Contract) is expected to pave approximately 23 miles of City streets. The paving project
includes the placement of approximately 84,072 tons of hot mix asphalt and 4,650 tons of
high strength hot mix asphalt. The purpose of the 2019 Asphalt Testing contract is to test
the asphalt used during 2019 Paving Program.

The testing company will perform testing at the asphalt plant and on the roads during all
paving operations. In addition to performing testing, the technician assigned to plant
inspections shall observe all materials and observe the hot-mix batching process. The
testing is being conducted to ensure compliance with contract specifications for
compaction, liquid asphalt content, pavement thickness, and aggregate gradation.

The contract was advertised on January 30, 2019. Three contractors attended the non -
mandatory pre-bid meeting. The contractors submitted bids on February 20, 2019 and are
listed below:

S.W. Cole Engineering, Inc. of Londonderry, NH $48,600.00
Terracon Consulting Engineers & Scientist of Manchester, NH $54,350.00
John Turner Consulting, Inc. of Dover, NH $62,950.00

S.W. Cole Engineering, Inc. of Londonderry, NH at a bid price of $48,600.00 is the
qualified low bidder. S.W. Cole Engineering, Inc. has satisfactorily performed similar
work for past paving projects in the City.

To:

From:

Re:

D. Motion:

Discussion:

City of Nashua, Public Works Division

Board of Public Works Meeting Date: February 28, 2019

Stephen Dookran, P.E., City Engineer
Engineering Department

2019 Asphalt Testing — Arterial Roadways; Local & Collector Roadways
Construction

To approve the award of the 2019 Asphalt Testing contract to S.W. Cole Engineering,
Inc., Londonderry, NH in the amount of $48,600. Funding will be through: Department:
161 Street; Fund: General; Activity: Paving; Department: 160 Admin/Engineering; Fund:
Bond; Activity: Paving.

The 2019 Paving Contract (Arterial Roadways Contract; Local & Collector Roadways
Contract) is expected to pave approximately 23 miles of City streets. The paving project
includes the placement of approximately 84,072 tons of hot mix asphalt and 4,650 tons of
high strength hot mix asphalt. The purpose of the 2019 Asphalt Testing contract is to test
the asphalt used during 2019 Paving Program.

The testing company will perform testing at the asphalt plant and on the roads during all
paving operations. In addition to performing testing, the technician assigned to plant
inspections shall observe all materials and observe the hot-mix batching process. The
testing is being conducted to ensure compliance with contract specifications for
compaction, liquid asphalt content, pavement thickness, and aggregate gradation.

The contract was advertised on January 30, 2019. Three contractors attended the non -
mandatory pre-bid meeting. The contractors submitted bids on February 20, 2019 and are
listed below:

5.W. Cole Engineering, Inc. of Londonderry, NH $48,600.00
Terracon Consulting Engineers & Scientist of Manchester, NH $54,350.00
John Turner Consulting, Inc. of Dover, NH $62,950.00

S.W. Cole Engineering, Inc. of Londonderry, NH at a bid price of $48,600.00 is the
qualified low bidder. S.W. Cole Engineering, Inc. has satisfactorily performed similar
work for past paving projects in the City.

lids Street
Amherst Street-1
Amherst Street-2
Amherst Street-3
Canal Street-1
Canal Street-2
Canal Street-3
East Hollis Street (EB)-6
East Hollis Street (WB)-7
East Hollis Street-2
East Hollis Street-3
East Hollis Street-4
East Hollis Street-5
Kinsley Streel-1
Ki Street-2
Lake Street-2

e Street-3

Lake Street-4
Lake Street-5

ain Dunstable Road 2

ain Dunstable Road 3A (NB
Main Dunstable Road 3A (SB
Main Dunstable Road 4
Main Dunstable Road 5
Pine Hill Road-1
Spit Brook Road-1
Spit Brook Road-2
Spit Brook Road-3
Spit Brook Road-4
West Hollis St - 2B(East of Tu
West Hollis St - 3(West of Turn

Table; 2019 PAVING LIST (Asphalt testing Locations)

Main St
Somerset P
Deerwood Dr
400'S of Cellu
Main St
Orange St
Howard Ct
East Hollis
Bridge Street WB
Marshall St
Allds St
T est
East Hollis EB
Main Dunstable Rd
Ritter St
Almont St
Linwood St
Pine St
Vine St
FE Everett Turnpike
West Hollis St
West Hollis St
Conant Rd
Rd
Indian Rock Rd
EB Tara Blvd
WB Tara Blvd
Newcastle Dr
17S'E of Whit
Simon Sl
100'S of Marina St

East Hollis St
Deerwood Dr
400'S of Cellu
City Line
Orange St
Howard Ct
A St
Bridge St EB
E. Hollis
Allds St
T le St
East Hollis EB
Crown St
Ritter St
Hanover St
Linwood St
Pine St
Vine St
Main St
Kinsley St
le Rd 3B(348'S of West H
ble Rd 3B(S48'S of West H
Main Dunstable Rd 3B
Whitford Rd
Blue Hill Ave
Newcastle Dr
Newcastle Dr
{75°E of Whitegate
D.W. Highwa
Dead End (House #385
ollis Town Line
LENGTH

5,084
4,129
3,063
2,980
452
890
1,893
460
702
1,143
802
84]
896
5,363
527
597
1,835
915
1,401
1,433
776
548
3,042
6,168
6,460
1,295
1,293
1,042
668
1,143
4243
11.76

4,388 5.85
4,338 5.78
3,214 4.29
3.413 4.15
311 0.41
829 Ll
1,837 2.45
212 1,00
427 0.57
1,067 1.42
416 0.56
794 1.06
249 0.33
4,510 6.01
450 0.60
423 0.56
1,384 1.84
664 0.88
728 0.97
502 0.67
307 0.41
275 0.37
3,077 4.10
4.108 5.48
7,045 9,39
989 1.32
1,053 1.40
1.471 1.96
523 0.70
934 1.24
1,988 2.65
51,623.39
No. of Cores needed=

Assume 100 cores are needed

6.00
6.00
5.00
5.00
1.00
2.00
3.00
1.00
1.00
2.00
1.00
2.00
1.00
7.00
1.00
1.00
2.00
1.00
1.00
1.00
1.00
1.00
5.00
6.00
10.00
2.00
2.00
2.00
1.00
2.00
3.00

85