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Hutchinson St Hyacinth Dr Monadnock St
Item Description Unit Hughey St Brigham St Donald Way Kern Dr Kingston Dr Main St McDonald Dr Mckenna Dr Blue Jay Hill Scotia Way Swan St Teak Dr
203.112 Road Excavation and Regrade SY 0 0 0 0 525 327 0 891 0 0 0 0
203.113 Driveway Excavtion and Regrade SY 15 15 15 15 15 15 15 15 15 15 15 15
304.112 Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 0 0 0 0 0 0 0 0 0 0 0 0
304.33 Crushed Aggregate for Shoulders TON 2 2 2 2 2 2 2 2 2 2 2 2
403.6 Pavement Joint Adhesive LF 0 0 0 0 0 5020 0 0 0 0 0 0
403.11 Hot Bituminous Pavement, Machine Method (Shim/Base) TON 185 200 348 157 929 780 417 1588 131 101 156 477
403.11 Hot Bituminous Pavement, Machine Method (Top) TON 234 254 439 198 497 1176 501 846 166 127 196 602
403.12 Hot Bituminous Pavement, Hand Method TON 6.0 7.0 7.5 5.0 5.0 9.5 9.0 11.5 6.5 4.0 4.0 8.5
417 Cold Planing of Bituminous Surfaces SY 0 0 0 0 7000 13100 0 11900 0 0 0 0
417.20 Cold Planing Transitions SY 80 120 220 180 90 0 320 0 180 20 270 240
604.4 Repair of Existing Structures VF 5 4 11 6 11 33 13 30 2 2 0 19
604.45 Adjusting to Grade Existing Castings EA 0 0 11 4 5 37 20 30 0 2 0 29
604.46 Replace Casting EA 9 7 11 8 16 28 5 29 3 2 9 8
605.47 Drop and Plate Casting For Reclaim EA 0 0 0 0 0 0 0 0 0 0 0 0
609.5 Reset Granite Curbing LF 0 0 20 0 50 0 20 50 0 0 10 40
609.811 Bituminouos Curbing LF 0 0 0 0 0 0 0 0 0 0 10 0
616.7 Local Traffic Loops 6'X50° (2-4-2 TURN) EA 0 0 0 0 0 9 0 0 0 0 0 0
618.6 Uniformed Officers ALLOWANCE | $ - - $ > - $ - $ 10,692.00 $ -| $ -| $ > -| $ -| $ -
618.7 Flaggers ALLOWANCE | $ __ 1,017.00 1,065.00 + 840.00 $1,114.00 $ 2,517.00 $ 7,333.00 $ 2,178.00| $ 4,502.00 | $ 920.00} $ 630.00 | $1,162.00 | $ 2,469.00
619.1 Maintenance of Traffic U
632.0104 |Retroreflective Paint Pavement Markings, 4" Line LF 0 0 0 0 0 12059 0 0 0 0 0 0
632.3112 |Retroreflective Thermoplastic Pavement Markings, 12" Line LF 0 0 0 0 0 695 0 60 0 0 0 0
632.32 Retrereflective Thermoplastic Symbol SF 0 0 0 0 0 187 0 0 0 0 0 0
632.80 Temporary Pavement Markers EA 0 0 0 0 0 412 0 0 0 0 0 0
641 Loam and Seed TON 37 37 0 23 0 0 0 0 28 0 28 0
900 Liquid Asphalt Adjustment ALLOWANCE | $ 839.38 910.48 1 560.14 $ 711.00 $ 2,826.23 $ 3,881.86 $ 1,830.83] $ 4,829.86 | $ 599.41) $ 458.20| $ 703.10} $ 2,147.81
-- Asphalt Testing Core (Subsidiary to 403.11) EA
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA
-- Asphalt Precore (Subsidiary to 417) EA 0 0 0 0 5 0 0 7 0 0 0 0
-- Silt Sacks (Subsidiary to 304.112) EA 0 0 0 0 0 0 0 0 0 0 0 0
-- Silt Sacks (Subsidiary to 417) EA 0 0 0 0 8 44 0 37 0 0 0 0
J
VO ) VF NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM _
9 RIVERSIDE STREET FEBRUARY QUANTITIES 2 7
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU JU 2 OF 44 J

Item |Description Unit Tolles St Vieckis Dr Warsaw Ave West Hollis St
203.112 |Road Excavation and Regrade SY 0 0 0 319
203.113 |Driveway Excavtion and Regrade SY 0 39 15 15
304.112 |Reclaimed Stabilized Base Processed in Place 12" Deep (F) SY 0 22150 0 0
304.33 |Crushed Aggregate for Shoulders TON 2 2 2 2
403.6 |Pavement Joint Adhesive LF 0 0 0 6200
403.11 |Hot Bituminous Pavement, Machine Method (Shim/Base) TON 0 851 59 762
403.11 |Hot Bituminous Pavement, Machine Method (Top) TON 86 758 74 1149
403.12 |Hot Bituminous Pavement, Hand Method TON 3.0 13.0 3.5 9.5
417 Cold Planing of Bituminous Surfaces SY 0 0 0 12800
417.20 |Cold Planing Transitions SY 220 410 80 0
604.4 |Repair of Existing Structures VF 7 20 1 0
604.45 | Adjusting to Grade Existing Castings EA 13 7 0 0
604.46 |Replace Casting EA 0 32 1 0
605.47 |Drop and Plate Casting For Reclaim EA 0 0 0 0
609.5 |Reset Granite Curbing LF 0 0 0 0
609.811 |Bituminouos Curbing LF 0 0 0 0
616.7. |Local Traffic Loops 6'X50' (2-4-2 TURN) EA 0 0 0 0
618.6 |Uniformed Officers ALLOWANCE $ - $ - $ - $ 8,316.00
618.7 |Flaggers ALLOWANCE $ 920.00 $ 7,018.00 $ 533.00 $ 5,917.00
619.1 |Maintenance of Traffic U
632.0104 |Retroreflective Paint Pavement Markings, 4" Line LF 0 0 0 24000
632.3112 |Retroreflective Thermoplastic Pavement Markings, 12" Line LF 0 0 0 0
632.32 |Retrereflective Thermoplastic Symbol SF 0 0 0 0
632.80 | Temporary Pavement Markers EA 0 0 0 400
641 Loam and Seed TON 0 87 6 0
900 Liquid Asphalt Adjustment ALLOWANCE $ 175.78 $ 3,203.45 $ 269.59 $ 3,792.99
-- Asphalt Testing Core (Subsidiary to 403.11) EA
-- Asphalt Testing Loose Sample (Subsidiary to 403.11) EA
-- Asphalt Precore (Subsidiary to 417) EA 0 0 0 0
a Silt Sacks (Subsidiary to 304.112) EA 0 4 0 0
-- Silt Sacks (Subsidiary to 417) EA 0 0 0 0
J
VCE ) Ve NASHUA, NEW HAMPSHIRE )
CITY OF NASHUA NEW HAMPSHIRE PLAN OF
CITY ENGINEER'S OFFICE 2017 PAVING PROGRAM _
9 RIVERSIDE STREET FEBRUARY QUANTITIES 3 8
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 2017
JUNO REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU L 2 OF 44 J

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9 RIVERSIDE STREET sue Ses BLACKSMITH WAY SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY. REVIEWED BY: FEBRUARY KINGSTON DR TO CUL-DE-SAC 9
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA L 2017 J OF 44

CITY OF NASHUA NEW HAMPSHIRE

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NASHUA, NEW HAMPSHIRE

CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
SCALE = 80-0" CHARLOTTE ST SHEET
9 RIVERSIDE STREET FEBRUARY 10
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 5017 AMHERST ST TO CHARLOTTE AVE
Jno. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA L J OF 44

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9 RIVERSIDE STREET o GOSSELIN RD SHEET
NASHUA, NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: FEBRUARY TEAK DR TO WESTGATE CROSSING 12
JUNO. REVISION DESCRIPTION DATE 4 T. WELCH T. WELCH J. MENDOLA q 201 ’ 2 OF 44

NASHUA, NEW HAMPSHIRE

CITY OF NASHUA NEW HAMPSHIRE

CITY ENGINEER'S OFFICE

9 RIVERSIDE STREET
NASHUA, NEW HAMPSHIRE 03062

30

30 60 120

HORIZONTAL SCALE IN FEET
SCALE 1" = 30'-0"

DRAWN BY:

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ENGINEERING REPORT PHASE CONTRACT Page 3 of 7
For Professional Services for Treatment Works

2. Resident Inspection and Other Special Services

a. The ENGINEER agrees to provide at least one Registered Professional Civil Engineer on the project site
and one or more inspectors as necessary (full or part time) to assist the ENGINEER in the work of General
Administration as described under I(A) and in observing construction activity for compliance with the
contract documents and any associated change orders. The DIVISION shall be notified in writing of the
name of the resident engineer, assistant engineers, and construction inspectors, and shall be provided
with a brief history of the resident engineer's construction experience. The resident engineer and his
inspectors shall be in the employ of and under direct control of the ENGINEER. It is further agreed that
failure of the resident engineer to administer the PROJECT to the satisfaction of the DIVISION or OWNER
is deemed to be sufficient basis for his removal from the PROJECT and replacement.

b. The ENGINEER agrees to provide supervision of initial startup and operation and for services during the
twelve-month warranty period and to prepare the Project Performance Certification and associated
documentation.

c. Preparation of an Operation and Maintenance Manual for approval by the DIVISION. After DIVISION
approval, the ENGINEER agrees to supply four (4) sets of the completed manual to the OWNER, and an
electronic version of the document for the DIVISION.

d. Preparation of record drawings of the work as constructed. Two (2) sets of prints to be furnished to the
OWNER, and an electronic version of the stamped and signed drawings for the DIVISION.

Il. The OWNER'S Responsibilities

A. Assist the ENGINEER by placing at his disposal all available information pertinent to the PROJECT, including
previous reports and other data relative to the reports.

B. Make provisions for the ENGINEER to enter upon public and private lands, municipal facilities and industrial
establishments as required to perform work under this AGREEMENT.

C. The OWNER also agrees to comply with DIVISION and Federal (Where applicable) requirements as they relate to
this project.

Hl. Compensation to be Paid the ENGINEER
A. Method of Payment Amount of Fee

1. Payment to the ENGINEER, for services rendered, shall be according to the following schedule:

Statements will be rendered (with modifications if necessary) monthly with billing by the hour and rate by
labor category with mark up and incidental expenses in accordance with the attached fee schedule.

2. The OWNER agrees to pay and the ENGINEER agrees to accept for all services under this AGREEMENT, a fee
not to exceed Dollars ($ ).

B. Limits of All Payment

1. The ENGINEER further agrees that the following fee for his services under | (A)(1), for Construction
Administration on this PROJECT, (exclusive of work performed by resident engineering staff) is adequate to
complete the work and shall not exceed Dollars ($

2. Payment to the ENGINEER for resident engineering and other special services shall be as follows:

a. Resident engineering and supporting staff (as agreed to by the OWNER and DIVISION) as described under
| (A)(2)(a) for a period of working days, an amount not to exceed

Rev. 2020-11

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(EER, CITY OF NASHUA NEW HAMPSHIRE eo PLAN OF
eee CITY ENGINEER'S OFFICE HORIZONTAL SCALE IN FEET 2017 PAVING PROGRAM
SCALE 1" = 30'-0" DATE HUGHEY ST SHEET
9 RIVERSIDE STREET FEBRUARY
NASHUA. NEW HAMPSHIRE 03062 DRAWN BY: DESIGNED BY: REVIEWED BY: 5017 WARSAW AVE TO HUTCHINSON ST 15
JUNO. REVISION DESCRIPTION DATE J T. WELCH T. WELCH J. MENDOLA JU JU J OF 44 J