Bid #2026-16 US Route 11 (Mill St) Over Black River Overflow Bridge Rehab Project - Contract Drawings - 05.20.2026.pdf
PDF 9 MB Posted
- Attached to
- US ROUTE 11 (MILL STREET) OVER BLACK RIVER OVERFLOW BRIDGE REHABILITATION PROJECT PIN 7754.18 D040966
- Solicitation number
- 2135943
- Issued by
- Herkimer County, New York
About this file
This is a contract drawings document for the City of Watertown related to Bid #2026-16, the US Route 11 (Mill Street) Over Black River Overflow Bridge Rehabilitation Project (PIN 7754.18 D040966). The project encompasses rehabilitation work on a bridge structure over the Black River Overflow, with work limits extending from the Factory Street/Black River Parkway intersection to the Moulton Street/Main Avenue intersection on US Route 11 (Mill Street) in Watertown, New York. The scope of work includes structural scarification and removal of deteriorated concrete, installation of a polymer concrete overlay on approach slabs and superstructure slabs, repair of existing cracks and joints through epoxy injection, removal and repair of deteriorated concrete sidewalks and abutments, concrete surface sealing, removal and reset of bridge curb, milling and resurfacing of Mill Street, site clearing and grubbing, and drainage and sanitary sewer improvements. The project is a Federal Aid Project subject to NYSDOT Standard Specifications officially adopted on May 1, 2026.
The contract is subject to a Disadvantaged Business Enterprise (DBE) goal of 0 percent and has no Minority/Women Business Enterprise (M/WBE) goals. Equal Employment Opportunity (EEO) employment goals are established at 2.5 percent for Minority Employment and 6.9 percent for Women Employment. The contract requires the successful bidder to utilize NYSDOT-approved civil rights reporting software for compliance documentation. Bidders must provide all labor, materials, machinery, tools, and equipment necessary for project completion in accordance with the contract documents and NYSDOT specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid #2016-16 US Route 11 (Mill St) Over Black River Overflow Bridge Rehab Project - PIN 7754.18 - Final.pdf | ||
| Legal Notice - 06.05.2026.docx | DOCX document |
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Text version
DWG NO. TITLE OF DRAWING SHEET NO.
COVER SHEET 1
A - 1 ABBREVIATIONS AND INDEX 2
LEG - 1 POINT LEGEND 3
LEG - 2 LINE LEGEND 4
EQ - 1 ESTIMATE OF QUANTITIES 5
GN - 1 GENERAL NOTES 6
ESC - 1 EROSION SEDIMENT CONTROL NOTES 7
SC - 1 & SC - 2 SURVEY CONTROL 8 - 9
WZTC - 1 TO WZTC - 12 WORK ZONE TRAFFIC CONTROL NOTES AND PLANS 10 - 21
TS - 1 HIGHWAY TYPICAL SECTIONS 22
MD - 1 MISCELLANEOUS DETAILS 23
MT - 1 MISCELLANEOUS TABLES 24
ST - 1 GENERAL PLAN 25
ST - 2 BRIDGE TYPICAL SECTIONS 26
ST - 3 BRIDGE NOTES 27
ST - 4 BEGIN ABUTMENT ELEVATION 28
ST - 5 END ABUTMENT ELEVATION 29
ST - 6 SUPERSTRUCTURE SLAB 30
ST - 7 APPROACH SLABS 31
ST - 8 MISCELLANEOUS BRIDGE DETAILS 32
ST - 9 GALVANIC ANODE DETAILS 33
DRAWING INDEX
ITEM DESCRIPTION UNIT ESTIMATE FINAL
201.06 CLEARING AND GRUBBING LS 1
203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY 180
203.07 SELECT GRANULAR FILL CY 25
204.01 CONTROLLED LOW STRENGTH MATERIAL (CLSM) CY 10
206.0201 TRENCH AND CULVERT EXCAVATION CY 60
304.12 SUBBASE COURSE, TYPE 2 CY 140
404.0982 9.5 F2 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON 145
404.1989 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON 230
404.3789 37.5 F9 BASE COURSE ASPHALT, 80 SERIES COMPACTION TON 95
407.0102 DILUTED TACK COAT GAL 325
418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF 1,100
490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY 1,500
552.17 SHIELDS AND SHORING SF 700
555.80020001 CRACK REPAIR BY EPOXY INJECTION (RESTORATION) LF 850
557.29
WINTER SURFACE TREATMENT - SUPERSTRUCTURE SLABS AND STRUCTURAL
APPROACH SLABS
SY 390
557.60010004
FULL DIAMOND GRINDING OF STRUCTURAL SLAB AND STRUCTURAL APPROACH
SLAB WITH SLURRY REMOVAL
SY 390
559.03
PROTECTIVE SEALING OF EXISTING STRUCTURAL CONCRETE AND EXISTING
BRIDGE DECKS
SF 2,300
559.04 PROTECTIVE SEALING OF CONCRETE WITH COATING TYPE PROTECTIVE SEALER SF 3,400
579.01 STRUCTURAL SLAB SCARIFICATION SF 3,500
582.0051 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE CY 4
582.0061
REMOVAL OF STRUCTURAL CONCRETE- REPLACEMENT WITH VERTICAL AND
OVERHEAD PATCHING MATERIAL
SF 60
582.99000016 EMBEDMENT OF GALVANIC ANODES IN CONCRETE EACH 140
584.40000005
POLYMER CONCRETE OVERLAY WEARING SURFACE FOR STRUCTURAL SLABS
(PCO)
SF 3,500
586.0201 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EACH 30
603.7401 REINFORCED CONCRETE PIPE, CLASS II, 12 INCH DIAMETER LF 8
603.77 CONCRETE COLLARS EACH 1
603.9848
SMOOTH INTERIOR POLYETHYLENE CULVERT PIPE AND STORM DRAINPIPE - 48
INCH DIAMETER
LF 20
604.4072 ROUND PRECAST CONCRETE MANHOLE TYPE 72 LF 9.5
608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS CY 5
ESTIMATE OF QUANTITIES
ITEM DESCRIPTION UNIT ESTIMATE FINAL
609.0302 STONE CURB - BRIDGE (TYPE F1) LF 14
609.15 RESETTING EXISTING CURB LF 86
619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 1
619.04 TYPE III CONSTRUCTION BARRICADE EACH 35
619.0803 COVER EXISTING PAVEMENT MARKING STRIPES (REMOVABLE TAPE) LF 550
619.100103 INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE) LF 1,700
619.110611
(PVMS) STANDARD SIZE - FULL MATRIX (LED) NO OPTIONAL EQUIPMENT
SPECIFIED, NO CELLULAR COMMUNICATIONS REQUIRED
CW 16
619.1711 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) LF 540
619.1719 WARNING LIGHTS ON TEMPORARY POSITIVE BARRIERS EACH 30
625.01 SURVEY OPERATIONS LS 1
623.12 CRUSHED STONE (IN-PLACE MEASURE) CY 5
627.50140008 CUTTING PAVEMENT LF 90
637.04 CONCRETE CYLINDER CURING EQUIPMENT EACH 1
637.11 ENGINEER'S FIELD OFFICE - TYPE 1 MNTH 4
637.34 OFFICE TECHNOLOGY AND SUPPLIES DC 400
655.1201 MANHOLE FRAME AND GRATE EACH 1
662.17000108 UTILITY HANGER SYSTEM LS 1
685.1202 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 850
697.03 FIELD CHANGE PAYMENT DC 40,000
698.04 ASPHALT PRICE ADJUSTMENT DC 100
698.05 FUEL PRICE ADJUSTMENT DC 100
699.040001 MOBILIZATION LS 1
ESTIMATE OF QUANTITIES
JONATHAN D. BOOMHOWER
05/20/2026
ROYEVRUSDNALDESNECI
L
OE
TS
AT RK
O
EWF N Y
LE S RI OXCE
072510
JO
NA
THAN D. BOOMHOW
ER
ROYEVRUSDNALDESNECI
L
OE
TS
AT RK
O
EWF N Y
LE S RI OXCE
072510
JO
NA
THAN D. BOOMHOW
ER
TOTAL EXPOSED VERTICAL FACE AREA (SF) 1,380
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0061) 28.3 2.0%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 34.5 2.5%
BEGIN ABUTMENT
DETERIORATION TABLE
TOTAL EXPOSED VERTICAL FACE AREA (SF) 1,340
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0061) 19.0 1.4%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 96.5 7.2%
TOTAL EXPOSED VERTICAL FACE AREA (SF) 370
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0061) 0.0 0.0%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 24.0 6.5%
END ABUTMENT
END-RIGHT WINGWALL
TOTAL SLAB AREA (SF) 2,000.0
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0051) 91.8 4.6%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 5.4 0.3%
TOTAL SLAB AREA (SF) 680.0
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0051) 0.0 0.0%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 0.0 0.0%
TOTAL SLAB AREA (SF) 800.0
TOTAL DELAMINATED/HOLLOW SOUNDING AREA (SF) (ITEM 582.0051) 30.6 3.8%
TOTAL SPALLED AREA (SF) (ITEM 582.0051) 1.8 0.2%
BEGIN APPROACH SLAB
END APPROACH SLAB
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