Search

The low bid was reviewed and found to be acceptable. DeFelice Corporation has
performed satisfactorily on other sewer projects of this scale in the City including the
2015 Sewer Rehabilitation Project, Burke Street Sewer Improvements, Harbor Avenue
Sewer Separation and Pine and Palm Street Sewer Improvements.

Work is expected to start as early as June to address significant pipe issues. With the
amount of pipe work and utility work in busy locations, this project is expected to go
through two construction seasons.

DEFELICE CORPORATION

Phone: 978-452-6967

28 SILVA LANE
DRACUT, MA 01826 Fax: 978-452-6803
USA
To: Nashua, NH Contact:
Address: City Purchasing Department, 229 Main Street, City Hall Phone:
Nashua, NH 03060 Fax:
Project Name: NASHUA (2017 SEWER PROJECT) Bid Number:
Project Location: Bid Date:
fItem # item Description Estimated Quantity Unit Unit Price Total Price}
1A REMOVE EXISTING SEWER AND REPLACE WITH 8" OR 260.00 LF $1.00 $260.00
10" PVC SDR 35 SEWER PIPE
1B REMOVE EXISTING SEWER AND REPLACE WITH 12” 1,620.00 LF $185.00 $299,700.00
PVC SBR 35 PIPE
1c(i} REMOVE EXISITNG SEWER AND REPLACE WITH 15” 880,00 LF $1.00 _ $880.00
SDR 35 PIPE
1E REMOVE EXISTING SEWER AND REPLACE WITH 24° 600.00 LF $185.00 $111,000.00
PVC SDR 35 SEWER PIPE
iF REPLACE EXISTING MH WITH 4 DIAM. SEWER 150.00 VF $1.00 $150.00
MANHOLE
1F(1} REPLACE EXISTING MH WITH 4° DIAM DOGHOUSE 16.00 VF $850.00 $13,600.00
SEWER MANHOLE
1H CONNECT NEW SEWER TO EXIST SMH WITH EXISTING 10.00 EACH $1,750.00 $17,500.00
HOLE
1H(1) CONNECT NEW SEWER TO EXIST SMH BY PROVIDING 10.00 EACH $5,300.00 $53,000.00
NEW HOLE (CORING OR OTHER)
sf CONNECT NEW SEWER TO EXISTING BRICK SEWER 1.00 EACH $65,000.00 $65,000.00
PIPE WITH EXISTING CONNECTION HOLE
0 MH COUPLING STRONGBACK FERNCO AND REDUCERS 15.00 EACH $200.00 $3,000.00
ALL SIZES
iK(1) SLIP LINING 210 LF OF 12" HDPE INCLUDING THREE 1.00 LS $190,000.00 $190,000.00
INSERTA TEES
1K(Q2) INSERTION PIT FOR SLIP LINING 1.00 LS $100,000.00 $100,000.00
1k(12) 12" CIPP LINING 550.00. LF $62.00 $34,100.00
1K(15) 15" CIPP LINING 500.00 LF $72.50 $36,250.00
1K(24) 24" CIPP LINING 470.00 LF $115,25 $94,167.50
1K(18) 18" EGG SHAPED PIPE CIPP LINING 430.00 LF $96.50 $41,495.00
1L(8) 8” CIPP SHORT LINER / POINT REPAIR 8.00 LF $345.00 $2,760.00
1L(6) 6" CIPP SHORT LINER / POINT REPAIR 8.00 LF $256.00 $2,048.00
1L(15) 15" CIPP SHORT LINER / POINT REPAIR 40.00 LF $167.00 $6,680.00
IL(12) 12" CIPP SHORT LINER / POINT REPAIR 8.00 LF $375.00 $3,000.00
iN CUTTING AND REMOVAL OF PROTRUDING LATERAL 1.00 EACH $375,00 $375.00
PIPE UP TO 12° DIAM
10 MANHOLE LINING 120.00 VF $450.00 $54,000.00
1P{1) MANHOLE INVERT Rebuild 1.00 UNIT $1,000.00 $1,000.00
2A REMOVE SEWER SERVICE AND REPOLACE WITH 6" PVC 1,350.00 LF $81.00 $109,350.00
SDR 35 SEWER CONNECTION
2A(1) REMOVE SEWER SERVICE AND REPLACE WITH 8" PVC 30.00 LF $125.00 $3,750.00
SDR 35 SEWER CONNECTION
2B REMOVE DRAIN PIPE AND REPLACE WITH 8-12 " PVC 1,150.00 LF $133.00 $152,950.00
SDR 35 DRAIN PIPE
2B(1) INSTALL 8-12" PVC SDR 35 DRAIN PIPE SDR 35 15.00 LF $235.00 $3,525.00
DRAING PIPE (WHERE THERE IS NO EXISTING DRAIN
PIPE)
2D INSTALL 6" OR 12" PVC CHIMNEY (4-10 VF} 120.00 VF $1.00 $120.00
2F INSTALL FITTING FOR SERVICE OR DRAIN 40.00 EACH $850.00 $34,000.00
CONNECTION TO CIPP LINED PIPES, ALL SIZES
26 10” X 15" PVC WYE 12.00 EACH $425.00 $5,100.00
2H 6" X 15" PVC WYE 15.00 EACH $232.00 $3,480.00
21(1) 6” X 10" PVC WYE 1.00 EACH $102.00 $102.00
2K 8" X 12" PVC WYE 12.00 EACH $233.00 $2,756.00
aL 6" X 12° PVC WYE 30.00 EACH $141.00 $4,230.00
2M ABANDON PIPE OR STRUCTURE WITH FLOWABLE FILL 20,00 CY $426.00 $8,520.00
4/19/2017 12:33:07 PM Page 1 of 3

[ztem # Item Description Estimated Quantity Unit Unit Price Total Price|
20 REMOVE EXISTING PIPE BY EXCAVATION OUTSIDE OF 25.00 LF $100.06 $2,500.00
AN ADJACENT TO PROPOSED PIPE TRENCH
2Q REMOVE TOP 3VF OF EXIST STRUCTURE, FILL WITH 5.00 EACH $745.00 $3,725.00
GRAVEL, RESTORE ROAD
ar REMOVE ABANDONED LATERAL, FILL WITH GRAVEL, 20.00 EACH $1,650.00 $33,000.00
RESTORE ROAD
25(12M) ROOT CUTTING , 12" PIPE - MEDIUM ROOTS 1,00 LF $475.00 $475.00
25(18M) ROOT CUTTING 18” PIPE - MEDIUM ROOTS 1.00 LF $475.00 $475.00
3A CATCH BASIN (INSTALL OR REPLACE) 60.00 EACH $3,150.00 $189,000.00
3B ADJUST SMH FRAME AND COVER OR CB FRAME AND 6,00 EACH $150.00 $900.00
GRATE
3c REPLACE 24" CB FRAME AND GRATE 5.00 EACH $460.00 $2,300.00
3D REPLACE 30" MH FRAME AND COVER 5.00 EACH $500.00 $2,500.00
4h TEST PITS 880.00 CY $2,00 $880.00
SA CALCIUM CHLORIDE 34,000.00 LB $0.01 $340.00
58 SILT SACK 100.00 EACH $56.00 $5,600.00
68 CRUSHED GRAVEL 5,800.00 CY $36.00 $208,800.00
6B(1) vn (ROADWAY GRAVELS PRIOR TO BASE 14,500.00 SY $1.75 $25,375.00
6c BINDER (BASE) COURSE MATERIAL HOT SIT 3,000.00 TON $90.18 $270,540.00
PAVEMENT
6D TOP COURSE MATERIAL HOT SITUMINOUS PAVEMENT 970.00 TON $87.34 $84,719.80
6E TEMPORARY BITUMINOUS PAVEMENT 1,210.00 TON $63.00 $76,230.00
6F(1) COMMON EXCAVATION FOR ROADWAY GRAVEL, 8,000.00 CY $12.50 $100,000.00
PAVEMENT AND INCREASE OF CURB REVEAL
6G SAWED BITUMINOUS PAVEMENT 10,500.00 LF $2.00 $21,000.00
6H COLD PLANNING 250.00 SY $13.10 $3,275.00
6! REMOVE AND RESET GRANITE CURBING 2,300.00 LF $25.00 $57,500.00
a) INSTALL VERTICAL GRANITE CURBING 10.00 LF $42.00 $420.00
6K REMOVE AND REPLACE 4" PC CONCRETE SIDEWALK 710.00 SY $48.00 $34,080.00
6K(1) REMOVE AND REPLACE 6" PC CONCRETE DRIVEWAY 30.00 SY $65.00 $1,950.00
6L REMOVE AND REPLACE 2" BITUMINOUS CONCRETE 180.00 SY $34,00 $6,120.00
SIDEWALK
6m HOT BITUMINOUS PAVEMENT HAND METHOD 70.00 TON $120.00 $8,400.00
6N DETECTABLE WARNING AT WHEELCHAIR RAMP 30.00 EACH $1,250.00 $37,500.00
60 REMOVE AND RESET BRICK SIDEWALK 150.00 SY $44.00 $6,600.00
6Q ASBESTOS PIPE REMOVAL (ALL DIAMETERS) 30.00 LF $80.00 $2,400.00
6S REMOVAL OF 6" THICK CONCRETE UNDER PAVEMENT 40.00 SY $25.00 $1,000.00
7A MOBILIZATION 1.00 LS $145,000.00 $145,000.00
8A POLICE OFFICERS 3.00 AL $92,000.00 $92,600.00
8B FLAGMEN 1.00 AL $72,000.00 $72,000.00
8c MAINTENANCE OF TRAFFIC 1.00 LS $150,000.00 $150,000.00
8D RAISED TEMP, PAVEMENT MARKERS DOUBLE FACED 140.00 EACH $5.00 $700.00
8E 4" RETROREFLECTIVE WHITE PAINTED LINES 2,300.06 LF $0.25 $575.00
8F 4" DOUBLE RETROREFLECTIVE YELLOW PAINTED 1,100.00 LF $0.50 $550.00
LINES
8G 12” RETROREFLECTIVE WHITE THERMO LINES 3,330.00 LF $5.00 $16,650.00
aI SIGNAL DETECTOR LOOPS 1,00 EACH $2,200.00 $2,200.00
8) REMOVE AND RESET STOP SIGN 1.00 EACH $25.00 $25,00
oA ASPHALT CEMENT COST ADJUSTMENT 1.00 AL $18,000.00 $28,000.00
98 NIGHT CREW 140.00 HR $1.00 $140.00
oC ASBESTOS MATERIAL REMOVAL DISPOSAL 1.00 AL $25,000.00 $25,000.00
10 DYE TESTING CONNECTIONS 90.00 EACH $25.00 $2,250.00
u CONTINGENCY FOR RAILROAD COORDINATION ON 1.00 AL $20,000.00 $20,000.00
TEMPLE STREET
1A CONTINGENCY FOR CONTAMINATED SOIL 1.00 AL $20,000.00 $20,000.00
EXCAVATION AND DISPOSAL
12(12)} PRE CONSTRUCTION SEWER VIDEOS FOR 100.00 LF $3.00 $300.00
REPLACEMENT OF 12” PIPE INCLUDES ALL
PRECLEANING
1215) PRE CONSTRUCTION SEWER VIDEOS FOR 566.00 LF $4.00 $2,240.00
REPLACEMENT OF 15" PIPE, INCLUDES ALL
PRECLEANING
12(24) PRE CONSTRUCTION SEWER VIDEOS FOR 550.00 LF $4.00 $2,200.00
Page 2 of 3

4/19/2047 12:33:07 PM

2017 Sewer Replacement Program

Construction Specifications
and
Contract Documents

Prepared By:

Engineering Department
9 Riverside St
Nashua, NH 03062
Tel: (603) 589-3120
Fax: (603) 589-3169

Prepared For:

City of Nashua, New Hampshire
Division of Public Works
Engineering Department

March 2017

TABLE OF CONTENTS

DIVISION
1. INVITATION FOR BID 0... ccc eter cee trees teneeeteeneeteeeees
2. INFORMATION FOR BIDDERS ....000.0.0o occ eee eet tntetneeees

3. BID FORM, BID BOND, BID SCHEDULE, AND CONTRACTOR’S
QUALIFICATIONS 000i eect cee eee eentenieenesneeneneeneneens

4, PERFORMANCE AND PAYMENT BONDS ......000000ococeceeees
5. AGREEMENT ooo. iccccccccccceec eee eec cee cece sees eetsenseeteeteeeseetseeteeneeteeeneey
6. GENERAL CONDITIONS 0.000000 cece etee tte t eee eeteeteenieees
7. SUPPLEMENTARY CONDITIONS 0.000.000 tteetteeetenes
8. EXHIBITS

A. Notice of Award

B. Notice to Proceed

C. Change Order
D. Certificate of Substantial Completion

9. CONSTRUCTION SPECIFICATIONS 10.0.0... ssscssccscssscsccsscssceseesssesseseees

Section Number Description Page Numbers

01 GENERAL REQUIREMENTS
01014 Scope and Sequence of Work 01014-1
01110 Control of Work and Materials 01110-1 to 01110-6
01140 Special Provisions 01140-1 to 011404
01150 Measurement and Payment 01150-1 to 01150-24
01330 Submittals 01330-1 to 01330-2
01331 Documentation 01331-1 to 01331-2
01550 Traffic Control and Signage 01550-1
01570 Environmental Protection 01570-1 to 01570-6
01735 Cutting, Coring and Patching 01735-1 to 01735-3

TC - 1 of 2

Section Number

02

02085
02111

02252
02300
02324
02441

02451
02518
02530
02533

02534
02619
02631
02650
02650A
02745
02745A
02769

02800
02930

Description
SITE WORK

Polyvinyl Chloride Gravity Pipe and Fittings
Removal of Undocumented Asbestos from
Underground Utilities

Support of Excavation

Earthwork

Rock Excavation and Disposal

Cleaning, Television Inspection, and Testing of New
Pipelines

Flaggers and Uniformed Officer for Traffic Control
Tracer Tape

Buildings Connections and Drop Connections
Connections to Existing Structures

Or Sewer Mains

Fill Cement Sewer Pipe (To Be Abandoned)
Replacement of Existing Drains

Precast Manholes and Catch Basins

CIPP Lining

Cured in Place Point Repair

Paving and Reclaimation

Loop Detectors, and Pavement Markings
Pneumatic Assisted and Segmental Static HDPE
Sliplining

Manhole Rehabilitation

Detectable Waming at Handicap Ramp

TC -2o0f2

Page Numbers

02085-1 to 02085-4

02111-1 to 0211147
02252-1 to 02252-2
02300-1 to 02300-10
02324-1 to 023244

0244 1-1 to 024414
0245 1-1 to 0245 1-2
02518-1 to 02418-2
02530-1 to 02530-2

02533-1 to 02533-2
02534-1

02619-1 to 02619-2
0263 1-1 to 02631-8
02650-1 to 02650-10
02650A-1 to 02650A-4
02745-1 to 02745-8
02745A-1 to 02745A-2

02769-1 to 02769-18
02800-1 to 02800-9
02930-1

DIVISION 1

INVITATION TO BID

THE CITY OF NASHUA sa beaitey

Financial Services
Purchasing Departateut
March 24, 2017
{FBO779-041217
2017 SEWER REPLACEMENT PROGRAM
ADDENDUM #1

Information included in this document becomes a part of the original IFB.

Please sign below to indicate receipt of this additional information and include this page with your bid

submittal.

Addendam #1 is being issued to revise the following Bid areas which have files attached:

1. Updated 2017 Sewer Project SUMMARIZED ADDENDUM 1
2. Updated 2027 SEWER CONTRACT Addendum 1

« ‘

3, Updated 2017 SEWER STREETS SUMMARY Addendum 1

All other aspects of the original document remain the same.

Respectfully,

F Dan Kooken
City of Nashua ~ Purchasing Manager
kookend @rashuahh.gov

Addendum #2 received and incorporated into bid submittal for 1F80779-043217.

Please sign and include this addendum in your bid package.

(Aithorized Signature) U
| 3/3.)/ ("]
(Date) oe ‘
De Fel ce Corp oradiov me

(Name of Firm)

\rB0779-041 217 ADDENDUM #1 2017 Sewer Replacament Program

220 Maln Street « Nashua, New Hampshire 03067 © Phone (603) 580-3380 6 Fax (609) §89-3233 Page 1 oF 1

2017 SEWER PROJECT

IFB0779-041217

Addendum 1

Streets with full-width pave vs trench/3’ overcut only (see attached list).

Gravel Road Base is NHDOT Spec 304.4 Crushed Stone (Fine).

Additional invert/depth information:

Drawing Sheet 14. At Stevens St, for the 13 LF section of 8” pipe replacement:

Catch Basin Rim Elev: 193.00
Invert Elev: 189.23

Manhole Rim Elev: 192.81
Invert Elev: 188.41

Drawing Sheet 14. At Montgomery Ave, for the 75 LF section of 8” pipe replacement:

Proposed Doghouse Manhole Montgomery Ave Rim Elev: 194.90
Invert Elev: 187.20

Main St Manhole Rim Elev: 194.42
Invert Elev: 186.74

Catch Basin North Side Rim Elev: 193.99
Invert Elev: 190.89

Catch Basin South Side Rim Elev: 194.14
Invert Elev: 190.76

Page 1 of 3

Drawing Sheet 15. At Taylor St, for the 8” storm drain replacement:

Catch Basin Rim Elev: 181.95
Invert Elev: 178.52

Note: Upon further review, the 8” clay storm drain connects directly to the

18” clay sewer main at Main St at approximate invert depth of approx. 5.5’

Drawing Sheet 15. At 375 Main St, for the 12 LF section of drain pipe replacement:

Catch Basin Rim Elev: 187.59
Invert Elev: 184.99

Depth to invert of 12” main (of unknown material) is approximately 5’.

Drawing Sheet 17. Mulberry St

Walnut St Manhole Rim Elev: 154.03
Invert Elev: 138.23

Chestnut St Manhole Rim Elev: 154.18
Invert Elev: 142.18

Catch Basin at 78 Chestnut St Rim Elev: 153.85
Invert Elev: 150.16

Sewer service replacement (general clarification): Typical replacement up to the ROW line.

Item 1p Manhole Invert Lining and Item 1p(1) Manhole Invert Rebuild:

Page 2 of 3