, THE CITY OF NASHUA "The Gate City"
Financial Services
Purchasing Department
May 11, 2017
Memo #17-113
TO: MAYOR DONCHESS
FINANCE COMMITTEE
SUBJECT: ASSET/PAVEMENT MANAGEMENT SERVICES (VALUE: $50,000)
DEPARTMENT: 160 ADMIN/ENGINEERING; FUND: BOND
ACTIVITY: PAVING
Please see the attached communication from Stephen Dookran, P.E., City Engineer, dated April 20, 2017
for information related to this purchase.
[Item # Item Description Estimated Quantity Unit Unit Price Total Price}
REPLACEMENT OF 24” PIPE, INCLUDES ALL PRE
CLEANING
Total Price for above Items: $3,175,323.30
Total Bid Price: $3,175,323.30
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, ACCEPTED: | CONFIRMED:
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| The above prices, specifications and conditions are satisfactory and DEFELICE CORPORATION
| are hereby accepted,
Buyer: STEPHEN DOOK GAA
| Signature: —Abe)- (2 = Authorized Signature: ye
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Date of Acceptance: sf ‘Ff / 1 Estimator:
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WITH BRICK, OR PRECAST CLEAR OPENING INCLUDING POURED OR HAND PACKED
CONCRETE RINGS! - FRAME & COVER 30° NOTES! NON-SHRINKING MORTAR:
MAXIMUM 12° ADJUSTMENT 1- ALL MANHOLE COMPONENT PARTS SHALL HAVE ADEQUATE SPACE, STRENGTH HALLEMITE, WATERPLUG, INSIDE FACE
FRAME TO BE SET
AND LEAKPROOF QUALITIES CONSIDERED NECESSARY FOR THE INTENDED EMBECO OR APPROVED OF MANHOLE —™ [:*
SERVICE REQUIREMENTS AND CONFIGURATIONS, AND SHALL BE as SHOWN ON
IN BED OF MORTAR THE DRAW MANHOLES MAY BE ASSEMBLY DI S
INSIDE FACE
OF MANHOLE
ROMAC Same saddle conforming to different outside diameters. Saddle conforming to pipe.
INDUSTRIES. . ‘ * . February 2, 2011
INC. Detail Specifications for nomac
ke “oD? _ ~~ INDUSTRIES, om a
Died 1.800425.9981 ee Romac “CB” Sewer Saddles (R) INC. = Style “301” Straight and Transition ~—
ied 1-500-126-9341 Ee Couplings for Sewer -
@ | Center Rings: Ductile iron per ASTM A536, Grade 65-45-12 Yellow shopcoat Epoxy ‘a
_Adjustable Strap & | and special coatings available on request.
NOTES: GENERAL NOTES
1. THE PURPOSE OF THIS PLAN IS TO .....
VERTICAL GRANITE—————#—
CURB OR EDGE OF
VERTICAL GRANITE TRANSITION
CURB (SEE DETAIL) 1. CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE MORE STRINGENT OF THE LATEST VERSION OF THE
PAVEMENT (SEE DETAIL)
CURB 12: 4 NHDOT STANDARD SPECIFICATIONS AND CURRENT STANDARD PLANS, OR CITY OF NASHUA, DIVISION OF
PUBLIC WORKS STANDARD SPECIFICATIONS, CURRENT STANDARD PLANS, SUPPLEMENTAL SPECIFICATIONS
AND SPECIAL PROVISIONS INCLUDED IN THE PROPOSAL.
12:1
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ROAD RESTORATION:
LIMIT OF WORK ~
MAIN ST
3" TEMP PAVE
RETAIN EXISTING SMH-S2383 CONNECT DRAIN TO 12" GRAVEL
PROPOSED SMH- $2651 5.5" BINDER
REMOVE AND REPLACE 15" CONNECT TO EXISTING 1.5" TOP
CONCRETE PIPE WITH 15" PVC SMH-S2660 (ITEM 1h)
PIPE REMOVE CONNECTING PIPE WEST PEARL
2.5" TEMP PAVE
12" GRAVEL
CPNNECT TO EXISTING SMH- $2383 ' oe top
ROW LINE LIMITS OF work
REPLACE CB- D14898 & CONNECTING
/ PIPE. INSTALL 7 LF + OF 10" PVC PIPE
c ‘
ROAD RESTORATION:
TEMPORARY
2.5" TEMP PAVEMENT
FINAL
12" GRAVEL
2.5" BASE
REPLACE CB-terrace1 & CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC DRAIN PIPE
REPLACE SEWER CONNECTION AND PROPOSED 4" DIA SMH-2629
MATCH EXISTING PIPE, 6" MIN, LOCATION
IS APPROXIMATE AND LENGTH IS
UNKWON.(TYP.)
REPLACE CB-D14398 &
CONNECTING PIPE.
INSTALL 7 LF +OF 10" PVC REPLACE CB-D140 &
PROPOSED 4' DIA SMH-2631 DRAIN PIPE CONNECTING PIPE. INSTALL
c ‘~
CONSTRUCTION NOTES:
e PENNICHUCK WILL RUN NEW PIPE BY EXCAVATION SOUTH OF PROPOSED
SEWER LINE FROM COMMERCAIL STREET TO JUST WEST OF RAILROAD TRACK
APPROXIMATELY 3' TO 5' OFF OF THE SOUTH CURB LINE, IN THE LOCATION OF
THE SOUTHMOST EXISTING GAS LINE. WATER LINE HAS ALREADY BEEN SLIP SLIPLINING APPROX 210 LF |
LINED UNDER RAILROAD TRACK. PROPOSED CB #11 of HDPE; ITEM 1K(1)
¢ GAS WILL RUN NEW PIPE LINE BY EXCAVATION SOUTH OF PROPOSED SEWER STA:1+43 (20' RT) rR voposED une
LINE EXISTING SMH-S1935 \
CHESTNUT STREET
T Bee Ne: CB- D14903/& CONNECTING
| pipe. INSTALL 26LF + OF 10" DIA Pvc
PIPE
fr" LINE
WALNUT ST
a r
0+00
o- S SEWER SEWER
A
7
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REPLACE SERVICE CONNECT
| CIPP LINE +190LF OF
15" TILE PIPE
ION TO ROW (TYP.)
MATCH EXISTING PIPE SIZE 6" MIN. LOCATION IS
APPROXIMATE AND LENGHT I{S UNKNOWN
INSTALL FITTING FOR SEWER
CONNECTIONS TO CIPP LINED
PIPE (TYP.) ITEM 2f
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