6e
6f(1)
6g
6h
Gi
Gj
6k
6k(1)
él
6m
6n
60
6q
1,210
8,000
10,500
250
2,300
10
710
30
180
70
30
150
30
Ton
CY
LF
SY
LF
LF
SY
SY
SY
Ton
EA
SY
LF
IFB0779-041217
2017 Sewer Replacement Program
City of Nashua, New Hampshire
Division of Public Works
2017 Sewer Project
SUMMARIZED
Hem ‘pti
IFB0779-041217
2017 Sewer Replacement Program
City of Nashua, New Hampshire
Division of Public Works
2a(1)
2b
2b(1)
2d
2f
29
2h
2i(1)
2k
al
2m
20
2q
30
1,150
15
120
40
12
15
12
30
20
25
LF
LF
LF
VF
EA
EA
EA
EA
EA
EA
CY
LF
EA
IFB0779-041217
2017 Sewer Replacement Program
City of Nashua, New Hampshire
Division of Public Works
2017 Sewer Project
SUMMARIZED
1k(2)
1k(12)
1k(15)
1k(24)
1k(18)
1L(6)
1L(8)
1L.(12)
1L.(15)
1n
10
2a
1
550
500
470
430
40
120
1,350
LS
LF
LF
LF
LF
LF
LF
LF
LF
EA
VF
LF
IFB0779-041217
2017 Sewer Replacement Program
City of Nashua, New Hampshire
Division of Public Works
2017 Sewer Project
SUMMARIZED
Hem ‘pti
Insertion Pit for Slip Lining
1a
‘ib
1c(1)
1e
If
4f(1)
th
4h(1)
‘i
\j
1k(1)
Quantity Units
260
1,620
880
600
150
16
10
10
15
LF
LF
LF
LF
VF
VF
EA
EA
EA
EA
LS
City of Nashua, New Hampshire
Division of Public Works
2017 Sewer Project
SUMMARIZED
Hem ‘pti
IFB0779-041217
2017 Sewer Replacement Program
Unit Pri Total Pri
2017 SEWER REPLACEMENT PROJECT
IFB0779-041217
SEWER STREETS SUMMARY
Addendum 1
Full width binder and top:
Elm St
Lowell St
West Pearl St
Full width binder. Top by others (Paving Program):
Beard St
Green St
Jackson St
Lemon St
Monroe St
Mulberry St
Terrace St
Warren St
Trench and 3’ overcut only:
Franklin St
Main St — Medical Center Dr to Prospect St
Main St — South
Temple St
Page 1 of 1
See revised Bid Form showing Item 1p Manhole Invert Lining DELETED and Item 1p(1)
Manhole Invert Rebuild ADDED. There will be one (Each) unit of this added item in the
contract. This unit is located in the manhole at the intersection of Mulberry St and Walnut St.
Specification Section 02800:
Coating shall be epoxy, not polyurethane.
Change all of Section 3.05 to read as follows:
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
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:
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:
