ADDENDUM 1 CSR-027-072926 CHARLES STREET REHABILITATION.pdf
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- Attached to
- CHARLES STREET REHABILITATION PROJECT
- Solicitation number
- CSR-027 -072926
- Issued by
- Middlesex County, Connecticut
About this file
This is Addendum No. 1 to the City of Torrington Engineering Department's bid solicitation for the Charles Street Rehabilitation Project (Bid #CSR-027-072926). The addendum addresses three critical modifications to the original bid documents: the reinstatement of bid Item 0409001 for Fine Milling of Bituminous Concrete (0" to 4") at 1,650 square yards, which was omitted from the initial Bid Form; the inclusion of the Pre-bid Meeting Sign-in Sheet from the July 8, 2026 pre-bid meeting held at 10:00 AM; and an extension of the bid opening deadline from July 29, 2026 to August 5, 2026 at 11:00 AM. The revised Bid Form pages (BF-1 through BF-6) incorporate the previously missing milling item and numerous other line items including clearing and grubbing, earth excavation, pavement removal, catch basin and manhole installation and modification, drainage pipe installation, concrete and bituminous pavement work, sidewalk and curbing construction, traffic control, and pavement markings across the approximately 4,200 linear feet of Charles Street reconstruction.
The addendum requires all bidders to acknowledge receipt of Addendum No. 1 on the Bid Proposal Form or face potential bid rejection. The project encompasses comprehensive roadway reconstruction with detailed unit pricing requirements for materials ranging from processed aggregate base and asphalt (3,500 tons of HMA S0.5 and 1,550 gallons of tack coat) to concrete sidewalk placement (12,200 square feet) and traffic control services, including municipal police officer oversight at $150,000 and uniformed flagger services at 3,000 hours. The contract is subject to Connecticut state compliance requirements, including a 25 percent SBE set-aside and a 6.25 percent M/W.DisBE set-aside on the state-funded portion, with bidders required to submit bid bonds of no less than 5 percent of the total bid amount along with performance and labor and materials bonds. All bids are valid for 60 days from submission.
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City of Torrington
ENGINEERING DEPARTMENT 140 Main Street City Hall
(860) 489-2234 Torrington, CT 06790-5245 Fax: (860) 489-2550
ADDENDUM No. 1
DATE ISSUED: July 28, 2026
RE: CHARLES STREET REHABILITATION - BID #CSR-027-072926
All bidders are hereby advised of the following amendments to the Contract Bid Documents, which are hereby made an integral part of the specifications for the subject project, prepared by The City of Torrington, to the same extent as all other documents. All work shall conform to the standards and provisions of same.
Bids submitted shall be deemed to include the Contract Document information as shown in Addendum No. 1. General bidders shall notify sub-bidders that may be affected by this addendum as applicable. Bidders shall be required to acknowledge receipt of this Addendum in the space provided on the Bid Proposal Form, Page BP-1. Failure to acknowledge this Addendum by the Bidder may result in the rejection of their bid. Bidders are directed to review changes to all portions of the work as changes to one portion may affect the work of another.
1. It has come to our attention that bid Item 0409001 – Fine Milling of Bituminous Concrete
(0”-4”) was omitted from the Bid Form.
Addendum Actions:
Replace pages BF-1 to BF-6 of Bid Form (Exhibit A) with the attached.
2. A pre-bid meeting was held at 10:00am on July 8th, 2026.
Addendum Actions:
Add the attached, Pre-bid Meeting Sign in Sheet, as a for information only item noted as “Added for Addendum #1, July 28, 2024”.
3. The bid opening is hereby extended to August 5th, 2026 at 11:00AM to allow all bidders time to respond to all addendum items.
Addendum Actions:
None
CHARLES STREET REHABILITATION - BID #CSR-027-072926 ADDENDUM No. 1
CHARLES STREET REHABILITATION - BID #CSR-027-072926
END OF ADDENDUM No. 1
0201001 A
CLEARING AND GRUBBING
at________________________________________ dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
0202000 A
EARTH EXCAVATION
at________________________________________ dollars and________________________________________cents per cubic yard.
7000 c.y. ________________ ________________________________
0202100
ROCK EXCAVATION
at________________________________________dollars and________________________________________cents per cubic yard.
100 c.y. ________________ ________________________________
0202491 A
REMOVAL OF GRANITE STONE CURBING (SALVAGE)
at________________________________________dollars and________________________________________cents per linear foot.
350 l.f. ________________ ________________________________
0202512
CUT CONCRETE SIDEWALK
at________________________________________dollars and________________________________________cents per linear foot.
20 l.f. ________________ ________________________________
0202529
CUT BITUMINOUS CONCRETE PAVEMENT
at________________________________________dollars and________________________________________cents per linear foot.
500 l.f. ________________ ________________________________
0207000
BORROW
at________________________________________dollars and________________________________________cents per cubic yard.
100 c.y. ________________ ________________________________
0209001
FORMATION OF SUBGRADE
at________________________________________dollars and________________________________________cents per square yard.
13500 s.y. ________________ ________________________________
0219001
SEDIMENTATION CONTROL SYSTEM
at________________________________________dollars and________________________________________cents per linear foot.
1500 l.f. ________________ ________________________________
0219011 A
SEDIMENTATION CONTROL SYSTEM AT CATCH BASIN
at________________________________________dollars and________________________________________cents per each.
70 ea. ________________ ________________________________
0304002
PROCESSED AGGREGATE BASE
at________________________________________dollars and________________________________________cents per cubic yard.
4500 c.y. ________________ ________________________________
0406003 A
PERMANENT PAVEMENT REPAIR
at________________________________________dollars and________________________________________cents per square yard.
50 s.y. ________________ ________________________________
BID FORM
TORRINGTON, CT
REHABILITATION OF CHARLES STREET
SLR# 11464.00041
The Contractor shall provide unit prices for the following items which may be associated with the Base Bid.
ITEM NO. DESCRIPTION AND WRITTEN UNIT PRICE
ESTIMATED
QUANTITY
UNIT COST ($) TOTAL COST ($)
Addendum No. 1 BF-1A
Revised for Addendum #1 July 28, 2026
ITEM NO. DESCRIPTION AND WRITTEN UNIT PRICE
ESTIMATED
QUANTITY
UNIT COST ($) TOTAL COST ($)
0406171
HMA S0.5
at________________________________________dollars and________________________________________cents per ton.
3500 ton ________________ ________________________________
0406236
MATERIAL FOR TACK COAT
at________________________________________dollars and________________________________________cents per gallon.
1550 gal ________________ ________________________________
0406999 A ASPHALT ADJUSTMENT COST at THREE THOUSAND dollars and ZERO cents per estimate.
1 est. _ _$3,000.00___ _________$3,000.00__________
0409001
FINE MILLING OF BITUMINOUS CONCRETE (0" TO 4")
at________________________________________dollars and________________________________________cents per square yard.
1650 s.y. ________________ ________________________________
0586001.10 A
TYPE 'C' CATCH BASIN - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
16 ea. ________________ ________________________________
0586013.10 A
OFFSET TYPE 'C' CATCH BASIN - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
2 ea. ________________ ________________________________
0586040.10 A
TYPE 'C-L' CATCH BASIN - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
2 ea. ________________ ________________________________
0586042.10 A
TYPE 'C-L' CATCH BASIN DOUBLE GRATE TYPE 1 - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
1 ea. ________________ ________________________________
0586500.10 A
MANHOLE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
1 ea. ________________ ________________________________
0586600
RESET CATCH BASIN
at________________________________________ dollars and________________________________________cents per each.
19 ea. ________________ ________________________________
0586651
RESET MANHOLE (STORM)
at________________________________________dollars and________________________________________cents per each.
12 ea. ________________ ________________________________
0586703
CONVERT CATCH BASIN TO MANHOLE
at________________________________________dollars and________________________________________cents per each.
2 ea. ________________ ________________________________
0586750
TYPE 'C' CATCH BASIN TOP
at________________________________________dollars and________________________________________cents per each.
9 ea. ________________ ________________________________
Addendum No. 1 BF-2A
QUANTITY
UNIT COST ($) TOTAL COST ($)
0586760
TYPE 'C-L' CATCH BASIN TOP
at________________________________________dollars and________________________________________cents per each.
5 ea. ________________ ________________________________
0586780
MANHOLE FRAME AND COVER (STORM)
at________________________________________dollars and________________________________________cents per each.
12 ea. ________________ ________________________________
0586790.10
REMOVE DRAINAGE STRUCTURE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per each.
14 ea. ________________ ________________________________
0686000.12 A
12'' R.C. PIPE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per linear foot.
30 l.f. ________________ ________________________________
0686000.15 A
15'' R.C. PIPE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per linear foot.
270 l.f. ________________ ________________________________
0686000.18 A
18'' R.C. PIPE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per linear foot.
12 l.f. ________________ ________________________________
0686000.24 A
24'' R.C. PIPE - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per linear foot.
8 l.f. ________________ ________________________________
0686002.15 A
15'' R.C. PIPE (CLASS V) - 0' - 10' DEEP
at________________________________________dollars and________________________________________cents per linear foot.
150 l.f. ________________ ________________________________
0686245.15 A
15" HIGH DENSITY POLYETHYLENE PIPE - PERFORATED - 0'-10'
DEEP
at________________________________________dollars and________________________________________cents per linear foot.
8 l.f. ________________ ________________________________
0751711 A
6'' UNDERDRAIN
at________________________________________dollars and________________________________________cents per linear foot.
3500 l.f. ________________ ________________________________
0811006 A
EXTRUDED CONCRETE CURBING
at________________________________________dollars and________________________________________cents per linear foot.
5600 l.f. ________________ ________________________________
0814002
RESET GRANITE STONE CURBING
at________________________________________dollars and________________________________________cents per linear foot.
15 l.f. ________________ ________________________________
0815001
BITUMINOUS CONCRETE LIP CURBING
at________________________________________dollars and________________________________________cents per linear foot.
70 l.f. ________________ ________________________________
Addendum No. 1 BF-3A
QUANTITY
UNIT COST ($) TOTAL COST ($)
0910300
METAL BEAM RAIL (R-B MASH)
at________________________________________dollars and________________________________________cents per linear foot.
75 l.f. ________________ ________________________________
0911924
R-B END ANCHORAGE-TYPE II
at________________________________________dollars and________________________________________cents per each.
2 ea. ________________ ________________________________
0912503
REMOVE METAL BEAM RAIL
at________________________________________dollars and________________________________________cents per linear foot.
50 l.f. ________________ ________________________________
0921001
CONCRETE SIDEWALK
at________________________________________dollars and________________________________________cents per square foot.
12200 s.f. ________________ ________________________________
0921003
CONCRETE SIDEWALK WITH MONOLITHIC CURBING
at________________________________________dollars and________________________________________cents per square foot.
600 s.f. ________________ ________________________________
0921005
CONCRETE SIDEWALK RAMP
at________________________________________dollars and________________________________________cents per square foot.
550 s.f. ________________ ________________________________
0921048
DETECTABLE WARNING SURFACE
at________________________________________dollars and________________________________________cents per square foot.
80 s.f. ________________ ________________________________
0922500
BITUMINOUS CONCRETE DRIVEWAY (COMMERCIAL)
at________________________________________dollars and________________________________________cents per square yard.
170 s.y. ________________ ________________________________
0922501
BITUMINOUS CONCRETE DRIVEWAY
at________________________________________dollars and________________________________________cents per square yard.
1350 s.y. ________________ ________________________________
0924006 A
CONCRETE DRIVEWAY RAMP
at________________________________________dollars and________________________________________cents per square yard.
730 s.y. ________________ ________________________________
0944000
FURNISHING AND PLACING TOPSOIL
at________________________________________dollars and________________________________________cents per square yard.
5000 s.y. ________________ ________________________________
0950019 A
TURF ESTABLISHMENT - LAWN
at________________________________________dollars and________________________________________cents per square yard.
5000 s.y. ________________ ________________________________
0969062 A
CONSTRUCTION FIELD OFFICE, MEDIUM
at________________________________________dollars and________________________________________cents per month.
9 mo. ________________ ________________________________
Addendum No. 1 BF-4A
QUANTITY
UNIT COST ($) TOTAL COST ($)
0970006
TRAFFICPERSON (MUNICIPAL POLICE OFFICER) at ONE
HUNDRED FIFTY THOUSAND dollars and ZERO cents per estimate.
1 est. _ _$150,000.00___ _________$150,000.00__________
0970007 A
TRAFFICPERSON (UNIFORMED FLAGGER)
at________________________________________dollars and________________________________________cents per hour.
3000 hr ________________ ________________________________
0971001 A
MAINTENANCE AND PROTECTION OF TRAFFIC
at________________________________________dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
0975004 A
MOBILIZATION AND PROJECT CLOSEOUT
at________________________________________dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
0980020
CONSTRUCTION SURVEYING
at________________________________________dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
1117111 A
RECTANGULAR RAPID FLASHING BEACON (RRFB) TYPE B
at________________________________________dollars and________________________________________cents per each.
2 ea. ________________ ________________________________
1204122 A
PROJECT SIGN
at________________________________________dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
1206023 A
REMOVAL AND RELOCATION OF EXISTING SIGNS
at________________________________________dollars and________________________________________cents per lump sum.
1 l.s. ________________ ________________________________
1208937
SIGN FACE - SHEET ALUMINUM (TYPE XI RETROREFLECTIVE
SHEETING)
at________________________________________dollars and________________________________________cents per square foot.
110 s.f. ________________ ________________________________
1210101
4" WHITE EPOXY RESIN PAVEMENT MARKINGS
at________________________________________dollars and________________________________________cents per linear foot.
9000 l.f. ________________ ________________________________
1210102
4" YELLOW EPOXY RESIN PAVEMENT MARKINGS
at________________________________________dollars and________________________________________cents per linear foot.
8300 l.f. ________________ ________________________________
1210105
EPOXY RESIN PAVEMENT MARKINGS, SYMBOLS AND
LEGENDS
at________________________________________dollars and________________________________________cents per square foot.
750 s.f. ________________ ________________________________
1302061 A
ADJUST GATE BOX (WATER) - LABOR ONLY
at________________________________________dollars and________________________________________cents per each.
12 ea. ________________ ________________________________
Addendum No. 1 BF-5A
QUANTITY
UNIT COST ($) TOTAL COST ($)
1302062 A
ADJUST GATE BOX (GAS) - LABOR ONLY
at________________________________________dollars and________________________________________cents per each.
7 ea. ________________ ________________________________
1403010 A
REPLACE MANHOLE FRAME AND COVER (SANITARY SEWER)
at________________________________________dollars and________________________________________cents per each.
20 ea. ________________ ________________________________
1403501 A
RESET MANHOLE (SANITARY SEWER)
at________________________________________dollars and________________________________________cents per each.
20 ea. ________________ ________________________________
1700001 A SERVICE CONNECTIONS (ESTIMATED COST) at TEN
THOUSAND dollars and ZERO cents per estimate.
1 est. _ _$10,000.00___ _________$10,000.00__________
TOTAL BID PRICE: $__________________________________________
WRITTEN _________________________________________________________________ DOLLARS
AND __________________________________________________________________ CENTS
Addendum No. 1 BF-6A
Added for Addendum #1
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