6389 - Mayhill Road Widening and Improvements, Addendum 3 -Specification Updates & Documents 5.8.17
Addendum 3 – Page 1
ADDENDUM NO. 3
TO
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
CITY OF DENTON, TEXAS
MAYHILL ROAD WIDENING AND IMPROVEMENTS
IFB 6389
TO: PROSPECTIVE BIDDERS AND PLAN HOLDERS
The Specifications and Contract Documents shall be modified as required by the following
items:
Item 3-1
PROPOSAL: Replace the pricing sheets with those attached to this addendum (Attachment 1 –
AD3).
Item 3-2
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Item I-6
Unclassified Excavation: Delete the following sentence: “Adjacent property owners shall be
entitled to any surplus excavated material if they request fill on their property.”
Item 3-3
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Item I-8 Remove
Asphalt Pavement: Add the following sentence to the first paragraph: “The Contractor shall take
possession of all asphalt millings and shall be responsible for hauling the material from the
project site.”
Item 3-4
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Item I-16
Continuously Reinforced Concrete Pavement: Delete the paragraph referring to fibrous
reinforcement for sidewalks.
Addendum 3 – Page 2
Item 3-5
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Items I-22 thru I-28
Concrete Sidewalks and Curb Ramps: Delete the sentence “Fibermesh, in accordance with City
requirements at minimum is required in all 4” sidewalk.”
Item 3-6
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Items I-58 thru I-59
Pedestrian Rails: Replace the sentence in the Payment section with the following: “Payment
shall be at the contract unit price per linear foot.”
Item 3-7
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Item I-64
Temporary Pavement: Add this item to the section:
General: The requirements of TxDOT Item 508 are applicable. Temporary pavement
section shall be 2” Type D HMAC and 4” Type B HMAC on compacted subgrade.
Payment: Payment shall be made at the contract unit price per square yard.
Item 3-8
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Item V-44 Concrete
Flume: Replace the sentence in the Payment section with the following: “Payment shall be at the
contract unit price per square yard.”
Item 3-9
SPECIAL CONTRACT REQUIREMENTS AND BID DEFINITIONS: Items IX-4 thru IX-
9 Traffic Signals: Replace the General section with the following:
General: Construction shall be in accordance with City of Denton Standard Specifications.
It is considered to be most cost-effective and in the public’s interest for the City of Denton
to furnish proprietary traffic signal control equipment to the Contractor for this project. The
equipment furnished will ensure uniformity and compatibility with other similar equipment
in the City of Denton as well as to efficiently maintain this equipment.
The following proprietary components will be supplied by the City of Denton:
Addendum 3 – Page 3
• Traffic Signal Cabinet with UPS system
• Traffic Signal Cabinet with break-a-way foundation
• Meter Pedestal
• Signal Monitor
• Signal Controller
• Ethernet network Switch
• Advance Radar Detection System with cable
• Presence Radar Detection System with cable
• Preemption equipment with mounting hardware and cable
• PTZ/CCTV camera system with cable
• Radio network system with antenna and cable
• ILSN signs with mounting hardware (ILSN arm not provided)
• Signal head assemblies with LEDs and mounting hardware
• Pedestrian head assemblies with LED inserts
• APS Pushbutton assemblies
• Wind dampener with mounting hardware
• LED luminaire roadway lights
Construction Notes:
• The Contractor shall supply all components not listed above including cable not listed,
per City of Denton specifications. The Contractor shall provide material/product data
submittals to the City of Denton for approval before ordering it.
• The pole assemblies are recognized by Structural & Steel Products and Pelco Structures.
The condition of each zinc coated item shall be clean, without damage to or oxidation of the
metal and coating should be uniform in visual continuity throughout, upon delivery to and
for acceptance by the City. Cold galvanization methods for coating repairs are not
acceptable.
• Pedestrian poles shall be standard Pelco assemblies.
• All traffic signal pole foundations shall be TxDOT 48-A, using Class C Concrete.
• All legs of each intersection shall have a 4” and 3” PVC installed together between the
Type D boxes for high and low voltage traffic signal cables.
• All luminaire and ILSN sign cables shall be a continuous cable run from the meter
pedestal to the device.
• Primary power cables from DME services shall not enter signal conduit systems and only
directly from DME pedestal to signal meter pedestal.
Item 3-10
DRAWINGS, VOLUME I, SHEET 73 and SHEET 74: Delete all notes calling for installation
of barbed wire fence.
Addendum 3 – Page 4
Item 3-11
DRAWINGS, VOLUME I, SHEETS 232-249: Revise the following note to the sheets:
Sheet 232, STA: 11+60.00 “INSTALL: 1-1” ARV (TYPE 1) REF. UTIL - DT-5.”
Sheet 238, STA: 41+20.00 “INSTALL: 1-1” ARV (TYPE 1) REF. UTIL - DT-5.”
Sheet 242, STA: 62+16.00 “INSTALL: 1-1” ARV (TYPE 1) REF. UTIL – DT-5.”
Sheet 246, STA: 81+42.42 “INSTALL: 1-1” ARV (TYPE 2) REF. UTIL – DT-5.”
Sheet 247, STA: 87+50.64 “INSTALL: 1-1” ARV (TYPE 2) REF. UTIL – DT-5.”
Sheet 249, STA: 10+00.00 “INSTALL: 1-2” ARV (TYPE 2) REF. UTIL – DT-5.”
Item 3-12
DRAWINGS, VOLUME I, SHEET 236: Revise the following note to the sheet:
Sheet 236, STA: 33+90.00 “SEE SHEET 276 254 FOR PROFILE.”
Item 3-13
DRAWINGS, VOLUME I, SHEET 239: Revise the following note to the sheet:
Sheet 239, STA: 48+64.95 “SEE SHEET 276 254 FOR PROFILE.”
Item 3-14
DRAWINGS, VOLUME I, SHEET 248: Revise the following note to the sheets:
“16” WL JOINTS TO BE RESTRAINED WITHIN CASING W/EBBA SERIES 2800 1700
BELL RESTRAINT HARNESS AND EBAA SERIES 2000 1100 PV MJ RESTRAINT
BACKWARDS FOR OVER-INSERTION PROTECTION.”
Item 3-15
DRAWINGS, VOLUME I, SHEET 253: Revise the following note to the sheet:
“18” WL JOINTS TO BE RESTRAINED WITHIN CASING W/EBBA SERIES 2800 1700
BELL RESTRAINT HARNESS AND EBAA SERIES 2000 1100 PV MJ RESTRAINT
BACKWARDS FOR OVER-INSERTION PROTECTION.”
Addendum 3 – Page 5
Item 3-16
DRAWINGS, VOLUME 1, SHEET 259: Revise the sheet as follows:
Remove “X” out from standard detail called “AIR AND VACUUM RELEASE VALVE – TYPE
2 FOR WATER MAINS”
Item 3-17
DRAWINGS, VOLUME II, SHEET 274: Revise the following note to the sheet:
“20” WL JOINTS TO BE RESTRAINED WITHIN CASING W/EBBA SERIES 2800 1700
BELL RESTRAINT HARNESS AND EBAA SERIES 2000 1100 PV MJ RESTRAINT
BACKWARDS FOR OVER-INSERTION PROTECTION.”
Item 3-18
DRAWINGS: Replace or add the following attached sheets to the plans (Attachment 2 – AD3).
All detail sheets shall apply to both plan volumes as applicable.
· Volume I, Sheet 179, Pecan Creek Bridge Estimated Quantities
· Volume I, Sheet 181, Pecan Creek Bridge Typical Sections
· Volume II, Sheet 213, Cooper Creek Bridge Estimated Quantities
· Add to both volumes: City of Denton Traffic Signal Structures Specifications (2 sheets)
Item 3-19
CLARIFICATION: Sheet QB-1, Bidder Qualifications, states that subcontractors must comply
with all listed qualification requirements. This does not include the submittal of a bid bond. A
bid bond is only required from the prime contractor.
Item 3-20
CLARIFICATION: The approximately 50,000 CY of material located at the Denton Landfill
noted in Addendum 2, Item 2-17, will be provided free of charge to the Contractor. The
Contractor shall be responsible for confirming that the material meets applicable project
specifications.
Exhibit 1 - Revised Addendum 3
IFB 6389 - Pricing Sheet for Mayhill Road Widening and Improvements
i.
ii.
iii.
iv.
v.
ITEM SPEC. NO.
I-1 I-1
I-2 TXDOT 500
I-3 COD NCTCOG AM
ITEM 203.3
I-4 NCTCOG 801
I-5 TxDOT 6001
I-6 TXDOT 105
I-7 TXDOT 104
I-8 NCTCOG 203
I-9 NCTCOG 203
I-10 NCTCOG 301.2
I-11 NCTCOG 301.2
I-12 NCTCOG 301.5
I-13 NCTCOG 302
I-14 NCTCOG 302
I-15 NCTCOG 302
I-16 TXDOT 360
I-17 NCTCOG 301.5
I-18 TXDOT 528
I-19 NCTCOG 303
I-20 NCTCOG 305.1
UNIT I - STREET IMPROVEMENTS
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
Total calendar days after Notice to Proceed is issued by City of Denton for
substantial completion of Base Bid (Maximum of 900):
Total calendar days after Notice to Proceed is issued by City of Denton for
project start:
BASE BID
Respondent's Name:
Principal Place of Business (City and State):
Respondent is a Corporation, Partnership, Sole Proprietorship, or Individual?
-$
SY
RIGHT OF WAY PREPARATION 224 STA -$
BARRICADES, SIGNS, AND TRAFFIC HANDLING 30 MO -$
PROJECT SIGNS 4 EA -$
MOBILIZATION & DEMOBILIZATION 1 LS -$
-$
8" FLEXIBLE BASE 4,557
REMOVE CONCRETE PAVEMENT & MISC. CONCRETE 6,568 SY -$
PORTABLE CHANGEABLE MESSAGE SIGNS 12 EA -$
REMOVE ASPHALT PAVEMENT 49,367 SY -$
EMBANKMENT 165,410 CY -$
LIME TREATED SUBGRADE (6") 146,946 SY
1,200 SY -$
UNCLASSIFIED EXCAVATION 79,340 CY -$
HMAC TYPE B (PG64-22) 1,727 TON -$
HMAC TYPE B (ASPHALT DRIVEWAY) (PG64-22) 1,548 TON -$
LIME (HYDRATED LIME) (SLURRY) 3,233 TON -$
HMAC TYPE D (PG64-22) 18,520 TON
CONCRETE CURB AND GUTTER 1,083 LF -$
-$
MEDIAN APRON (COLORED TEXTURED CONCRETE) 8,552 SY -$
CONCRETE CURB (MONOLITHIC) 82,505 LF -$
CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
(12")139,391 SY -$
6" GRAVEL DRIVEWAYS
Attachment 1 - AD3
I-21 NCTCOG 305.2
I-22 NCTCOG 305.2
I-23 NCTCOG 305.2
I-24 NCTCOG 305.2
I-25 NCTCOG 305.2
I-26 NCTCOG 305.2
I-27 NCTCOG 305.2
I-28 NCTCOG 305.2
I-29 TXDOT 677
I-30 TXDOT 666
I-31 TXDOT 666
I-32 TXDOT 666
I-33 TXDOT 666
I-34 TXDOT 666
I-35 TXDOT 666
I-36 TXDOT 666
I-37 TXDOT 666
I-38 TXDOT 666
I-39 TXDOT 666
I-40 TXDOT 666
I-41 TXDOT 666
I-42 TXDOT 666
I-43 TXDOT 666
I-44 TXDOT 666
I-45 TXDOT 666
CONCRETE DRIVEWAYS 7,391 SY -$
REINFORCED CONCRETE SIDEWALK (5") 22,160 SY -$
CURB RAMP (TY 1) 26 EA -$
CURB RAMP (TY 1) (10' WIDTH) 8 EA -$
REINFORCED CONCRETE SIDEWALK (4") 10,833 SY -$
CURB RAMP (TY 1) (SHARED LANDING) (ALL WIDTHS) 18 EA -$
ELIMINATE EXISTING PAVEMENT MARKINGS (ALL
WIDTHS)3,000 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (Y) (4")
(BRK)106 LF -$
CURB RAMP (TY 7) 12 EA -$
CURB RAMP (TY 7) (10' WIDTH) 66 EA -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (4")
(BRK) (2')110 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (6")
(SLD)11,929 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (Y) (4")
(SLD)3,225 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (4")
(BRK) (10')34,668 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (12")
(SLD)1,430 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (24")
(SLD)7,442 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (8")
(BRK) (2')1,445 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (8")
(SLD)5,648 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (Y) (4")
(BRK)106 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (Y) (4")
(SLD)3,225 LF -$
PAVEMENT MARKERS & MARKINGS (TY I) (W)
(ARROW)49 EA -$
PAVEMENT MARKERS & MARKINGS (TY I) (W) (WORD) 49 EA -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (6")
(SLD)11,929 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (4")
(BRK) (10')34,668 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (4")
(BRK) (2')110 LF -$
Attachment 1 - AD3
I-46 TXDOT 666
I-47 TXDOT 666
I-48 TXDOT 666
I-49 TXDOT 666
I-50 TXDOT 666
I-51 TXDOT 666
I-52 TXDOT 672
I-53 TXDOT 672
I-54 TXDOT 644
I-55 TXDOT 540
I-56 TXDOT 540
I-57 TXDOT 544
I-58 TXDOT 450
I-59 TXDOT 450
I-60 TXDOT 423
I-61 TXDOT 423
I-62 TXDOT 423
I-63 TXDOT 423
I-64 TXDOT 508
PEDESTRIAN RAIL (COMBINATION TY C1W) 1,101 LF -$
PEDESTRIAN RAIL (TY C221) 413 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (8")
(BRK) (2')1,445 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (24")
(SLD)7,442 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W)
(ARROW)49 EA -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (8")
(SLD)5,648 LF -$
PAVEMENT MARKERS & MARKINGS (TY II) (W) (12")
(SLD)1,430 LF -$
RAISED PAVEMENT MARKER (TY II-A-A) 165 EA -$
SMALL ROADSIDE SIGN ASSEMBLY 124 EA -$
METAL BEAM GUARD FENCE TRANSITION (THRIE-
BEAM)6 EA -$
PAVEMENT MARKERS & MARKINGS (TY II) (W)
(WORD)49 EA -$
RAISED PAVEMENT MARKER (TY II-C-R) 1,422 EA -$
RETAINING WALL (TxDOT TYPE RW 1(H)(C) 6,190 SF -$
RETAINING WALL (TxDOT TYPE CSWD-08 (FW)) 3,385 SF -$
RETAINING WALL TXDOT TYPE RW 1(H)(A) 310 SF -$
METAL BEAM GUARD FENCE 1,652 LF -$
GUARDRAIL END TREATMENT (WOOD POST) (TY I) 10 EA -$
RETAINING WALL (MSE) 4,735 SF -$
TOTAL UNIT I -$
TEMPORARY PAVEMENT 4,230 SY -$
Attachment 1 - AD3
ITEM SPEC. NO.
II-1 TXDOT 416
II-2 TXDOT 416
II-3 TXDOT 420
II-4 TXDOT 420
II-5 TXDOT 422
II-6 TXDOT 422
II-7 TXDOT 422
II-8 TXDOT 425
II-9 TXDOT 425
II-10 TXDOT 425
II-11 TXDOT 428
II-12 TXDOT 432
II-13 TXDOT 442
II-14 TXDOT 450
II-15 TXDOT 450
II-16 TXDOT 450
II-17 TXDOT 454
DRILL SHAFT (30") 995 LF -$
DRILL SHAFT (36") 1,398 LF -$
UNIT II - STRUCTURAL
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
SHEAR KEY 42 CY -$
PRESTRESSED CONCRETE GIRDER (Tx40) 2,500 LF -$
CLASS C CONCRETE (ABUTMENT) 163 CY -$
CLASS C CONCRETE (BENT) 208 CY -$
CONCRETE SURFACE TREATMENT 3,213 SY -$
RIPRAP (RR8)537 CY -$
PRESTRESSED CONCRETE BOX BEAM (4B20) 174 LF -$
PRESTRESSED CONCRETE BOX BEAM (5B20) 1,562 LF -$
RAIL TY C223 679 LF -$
RAIL TY PR1 488 LF -$
STRUCTURAL STEEL (MISC NON-BRIDGE) 689 LB -$
RAIL TY C411 870 LF -$
SEALED EXPANISION JOINTS (4") 292 LF -$
TOTAL UNIT II -$
REINF CONC SLAB 28,782 SF -$
APPROACH SLAB 349 CY -$
Attachment 1 - AD3
ITEM SPEC. NO.
III-1 COD NCTCOG AM
ITEM 202.5
III-2 COD NCTCOG AM
ITEM 202.6
III-3 NCTCOG 202.2
ITEM SPEC. NO.
IV-1 TxDOT 618
IV-2 TxDOT 618
IV-3 TXDOT 624
ITEM SPEC. NO.
V-1 COD NCTCOG AM
ITEM 107.19.3
V-2 NCTCOG 501.6
V-3 NCTCOG 501.6
V-4 NCTCOG 501.6
V-5 NCTCOG 501.6
V-6 NCTCOG 501.6
V-7 NCTCOG 501.6
V-8 NCTCOG 501.6
V-9 NCTCOG 501.6
V-10 NCTCOG 501.6
V-11 NCTCOG 501.6
V-12 NCTCOG 501.6
V-13 NCTCOG 501.6
V-14 NCTCOG 501.6
V-15 NCTCOG 501.6
V-16 NCTCOG 501.6
V-17 NCTCOG 501.6
V-18 NCTCOG 501.6
V-19 NCTCOG 702
V-20 NCTCOG 702
V-21 NCTCOG 702
V-22 NCTCOG 702
SODDING 66,936 SY -$
HYDROMULCH SEEDING 66,936 SY -$
UNIT III - LANDSCAPING
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
CONDUIT (PVC) (SCHD 40) (1") 600 LF -$
CONDUIT (PVC) (SCHD 40) (2") 22,975 LF -$
UNIT IV - ELECTRICAL & LIGHTING
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
TOPSOIL (4") 133,872 SY -$
TOTAL UNIT III -$
TRENCH SAFETY (STORM DRAIN SYSTEM) 29,610 LF -$
UNIT V - STORM SYSTEM IMPROVEMENTS
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
PULL BOX (12" X 12") 231 EA -$
TOTAL UNIT IV -$
RCP (CLASS III) (30") 3,399 LF -$
RCP (CLASS III) (36") 1,213 LF -$
RCP (CLASS IV) (42") 1,573 LF -$
RCP (CLASS III) (18") 5,764 LF -$
RCP (CLASS III) (24") 9,742 LF -$
RCP (CLASS III) (54") 180 LF -$
RCB (5' X 4')133 LF -$
RCP (CLASS III) (42") 2,179 LF -$
RCP (CLASS III) (48") 1,373 LF -$
RCB (8' X 4')840 LF -$
RCB (8' X 8')48 LF -$
RCB (6' X 4') 1,637 LF -$
RCB (7' X 6') 1,013 LF -$
RCB (12' X 6')376 LF -$
RCB (12' X 5')804 LF -$
RCB (9' X 6')810 LF -$
RCB (10' X 6')87 LF -$
JUNCTION BOX (42") (JB-1-02) 10 EA -$
JUNCTION BOX (48") (JB-1-02) 3 EA -$
MANHOLE (COMPLETE)(TYPE 1) 38 EA -$
MANHOLE (COMPLETE)(TYPE 1-C) 18 EA -$
Attachment 1 - AD3
V-23 NCTCOG 702
V-24 NCTCOG 702
V-25 NCTCOG 702
V-26 NCTCOG 702
V-27 NCTCOG 702
V-28 NCTCOG 702
V-29 NCTCOG 702
V-30 NCTCOG 702
V-31 NCTCOG 702
V-32 NCTCOG 702
V-33 NCTCOG 702
V-34 NCTCOG 702
V-35 NCTCOG 702
V-36 NCTCOG 702
V-37 NCTCOG 702
V-38 NCTCOG 702
V-39 NCTCOG 702
V-40 NCTCOG 702
V-41 NCTCOG 702
V-42 NCTCOG 702
V-43 NCTCOG 702
V-44 NCTCOG 702
V-45 NCTCOG 803.3
V-46 NCTCOG 803.3
JUNCTION BOX (MOD) (11' X 9') 2 EA -$
INLET (COMPLETE) (CHANNEL HEADWALL) (10') 5 EA -$
JUNCTION BOX (54") (JB-1-02) 1 EA -$
JUNCTION BOX (MOD) (9' X 5') 2 EA -$
INLET (COMPLETE) (RECESSED CURB INLET 15') 57 EA -$
INLET (COMPLETE) (RECESSED CURB INLET 20') 17 EA -$
INLET (COMPLETE) (TY Y INLET) (4' X 4') 1 EA -$
INLET (COMPLETE) (RECESSED CURB INLET 10') 86 EA -$
HEADWALL & WINGWALLS (TY PW) (SD SCULV-2) (11') 1 EA -$
HEADWALL (TY PW) (CULV-4) (9') 1 EA -$
HEADWALL & WINGWALLS (TY PW) ( SD SCULV-1) (8') 1 EA -$
1 EA -$ HEADWALL (TY PW) ( SD SCULV-1) (8')
HEADWALL & WINGWALLS (TY FW-0) (CULV-4) (9') 1 EA -$
HEADWALL & WINGWALLS (TY FW-0) (SD-01) (3') 1 EA -$
HEADWALL & WINGWALLS (TY PW) (SD SCULV-5) (10') 2 EA -$
HEADWALL & WINGWALLS (TY FW-0) (SD SCULV-2)
(8') 1 EA -$
HEADWALL & WINGWALLS (TY PW) (CULVERT-2) (9') 1 EA -$
HEADWALL & WINGWALLS (TY PW) (SD-6.1) (7') 1 EA -$
HEADWALL & WINGWALLS (TY SW-0) (CULVERT 1) (9') 1 EA -$
HEADWALL & WINGWALLS (TY PW) (CULVERT-2) (8') 1 EA -$
RIPRAP (CONC) (6") 532 CY -$
RIPRAP (STONE) (24") 957 CY -$
TOTAL UNIT V -$
HEADWALL & WINGWALLS (TY FW-S) (SD-28) (7') 1 EA -$
CONCRETE FLUME 437 SY -$
Attachment 1 - AD3
ITEM SPEC. NO.
VI-1 COD NCTCOG AM
ITEM SS01
VI-2 COD NCTCOG AM
ITEM SS02
VI-3 COD NCTCOG AM
ITEM SS03
VI-4 COD NCTCOG AM
ITEM 107.19.3
VI-5 COD NCTCOG AM
ITEM 505
VI-6 COD NCTCOG AM
ITEM 503.3
VI-7 COD NCTCOG AM
ITEM 503.3
VI-8 COD NCTCOG AM
ITEM 505
VI-9 COD NCTCOG AM
ITEM 505
VI-10 COD NCTCOG AM
ITEM 503.1
VI-11 COD NCTCOG AM
ITEM 503.1
VI-12 COD NCTCOG AM
ITEM 503.1
VI-13 COD NCTCOG AM
ITEM 503.1
VI-14 COD NCTCOG AM
ITEM 501.17
VI-15 COD NCTCOG AM
ITEM 501.17
VI-16 COD NCTCOG AM
ITEM 501.17
VI-17 COD NCTCOG AM
ITEM 501.17
VI-18 COD NCTCOG AM
ITEM 501.17
VI-19 COD NCTCOG AM
ITEM 501.17
VI-20 COD NCTCOG AM
ITEM 501.17
VI-21 COD NCTCOG AM
ITEM 501.17
VI-22 COD NCTCOG AM
ITEM 501.17
VI-23 COD NCTCOG AM
ITEM 501.17
VI-24 COD NCTCOG AM
ITEM 501.17
VI-25 COD NCTCOG AM
ITEM 501.17
VI-26 COD NCTCOG AM
ITEM 501.17
VI-27 COD NCTCOG AM
ITEM 502.1-A
VI-28 COD NCTCOG AM
ITEM 502.1-A
VI-29 COD NCTCOG AM
ITEM 502.1-A
VI-30 COD NCTCOG AM
ITEM 502.1-A
VI-31 COD NCTCOG AM
ITEM 502.10.4
VI-32 COD NCTCOG AM
ITEM 502.12.4
UNIT VI - WASTEWATER SYSTEM IMPROVEMENTS
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
REMOVE SANITARY SEWER MANHOLE 6 EA -$
EXCAVATION SAFETY (TRENCH SAFETY) (SEWER
SYSTEM)5,072 LF -$
CUT AND PLUG EXISTING SANITARY SEWER LINES 34 EA -$
ABANDON SANITARY SEWER MANHOLE 10 EA -$
18"X3/8" THICK STEEL CASING INSTALLED BY BORE 40 LF -$
18"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 40 LF -$
24"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 50 LF -$
20"X3/8" THICK STEEL CASING INSTALLED BY BORE 125 LF -$
10" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED
IN CASING 125 LF -$
10" SDR-35 PVC WASTEWATER PIPE INSTALLED IN
CASING 42 LF -$
16"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 42 LF -$
12" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED
IN CASING 50 LF -$
12" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED
BY OPEN CUT, BACKFILL PER DETAIL U201 115 LF -$
12" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED
BY OPEN CUT, BACKFILL PER DETAIL U202 123 LF -$
8" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED IN
CASING 80 LF -$
21" F679 115 PSI PVC WASTEWATER PIPE INSTALLED
BY OPEN CUT, BACKFILL PER DETAIL U202 79 LF -$
10" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 920 LF -$
10" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 888 LF -$
12" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 184 LF -$
12" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 524 LF -$
8" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 67 LF -$
8" SDR-26 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 240 LF -$
8" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 121 LF -$
8" C-900 DR-25 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 55 LF -$
4' DIA CONCRETE MANHOLE, STANDARD OR DROP (0'-
6')4 EA -$
EXTRA DEPTH OF 4' DIA CONCRETE MANHOLE (OVER
INITIAL 6')16 VF -$
8" SDR-35 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 484 LF -$
8" SDR-35 PVC WASTEWATER PIPE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 785 LF -$
6" SANITARY SEWER SERVICES 14 EA -$
CONNECT TO EXISTING MANHOLE BY CORING 2 EA -$
5' DIA CONCRETE MANHOLE, STANDARD OR DROP,
INCLUDING WATERTIGHT LIDS AND VENTS WHERE
SPECIFIED (0'-6')
23 EA -$
EXTRA DEPTH OF 5' DIA CONCRETE MANHOLE (OVER
INITIAL 6')221 VF -$
TOTAL UNIT VI -$
Attachment 1 - AD3
ITEM SPEC. NO.
VII-1 COD NCTCOG AM
ITEM W05
VII-2 COD NCTCOG AM
ITEM W06
VII-3 COD NCTCOG AM
ITEM W04
VII-4 COD NCTCOG AM
ITEM 107.19.3
VII-5 COD NCTCOG AM
ITEM 503.3
VII-6 COD NCTCOG AM
ITEM 505
VII-7 COD NCTCOG AM
ITEM 503.3
VII-8 COD NCTCOG AM
ITEM 503.3
VII-9 COD NCTCOG AM
ITEM 505
VII-10 COD NCTCOG AM
ITEM 503.1
VII-11 COD NCTCOG AM
ITEM 503.3
VII-12 COD NCTCOG AM
ITEM 505
VII-13 COD NCTCOG AM
ITEM 503.1
VII-14 COD NCTCOG AM
ITEM 503.1
VII-15 COD NCTCOG AM
ITEM 503.1
VII-16 COD NCTCOG AM
ITEM 503.1
REMOVE FIRE HYDRANT 6 EA -$
REMOVE AND SALVAGE GATE VALVE 33 EA -$
UNIT VII - WATER SYSTEM IMPROVEMENTS
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
36"X1/2" THICK STEEL CASING INSTALLED BY BORE 95 LF -$
36"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 57 LF -$
CUT AND PLUG EXISTING WATER LINES 66 EA -$
EXCAVATION SAFETY (TRENCH SAFETY) (WATER
SYSTEM)17,531 LF -$
24"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 215 LF -$
20" SPECIAL CLASS 53 DIP WATER LINE INSTALLED IN
CASING 95 LF -$
30"X1/2" THICK STEEL CASING INSTALLED BY BORE 30 LF -$
24"X3/8" THICK STEEL CASING INSTALLED BY BORE 125 LF -$
18" SPECIAL CLASS 52 DIP REUSE LINE INSTALLED IN
CASING 82 LF -$
16" SPECIAL CLASS 52 DIP WATER LINE INSTALLED IN
CASING 44 LF -$
18"X3/8" THICK STEEL CASING INSTALLED BY BORE 178 LF -$
18"X3/8" THICK STEEL CASING INSTALLED BY OPEN
CUT 396 LF -$
12" C-900 DR-14 PVC WATER LINE INSTALLED IN
CASING 530 LF -$
8" C-900 DR-14 PVC WATER LINE INSTALLED IN
CASING 303 LF -$
Attachment 1 - AD3
VII-17 COD NCTCOG AM
ITEM 504.5
VII-18 COD NCTCOG AM
ITEM 501.14
VII-19 COD NCTCOG AM
ITEM 501.14
VII-20 COD NCTCOG AM
ITEM 501.14
VII-21 COD NCTCOG AM
ITEM 501.14
VII-22 COD NCTCOG AM
ITEM 501.14
VII-23 COD NCTCOG AM
ITEM 501.14
VII-24 COD NCTCOG AM
ITEM 501.14
VII-25 COD NCTCOG AM
ITEM 501.14
VII-26 COD NCTCOG AM
ITEM 501.14
VII-27 COD NCTCOG AM
ITEM 501.14
VII-28 COD NCTCOG AM
ITEM 501.14
VII-29 COD NCTCOG AM
ITEM 502.6.2
VII-30 COD NCTCOG AM
ITEM 502.6.2
VII-31 COD NCTCOG AM
ITEM 502.6.2
VII-32 COD NCTCOG AM
ITEM 502.6.2
VII-33 COD NCTCOG AM
ITEM 502.6.2
VII-34 COD NCTCOG AM
ITEM 502.6.2
VII-35 COD NCTCOG AM
ITEM W01
VII-36 COD NCTCOG AM
ITEM W01
VII-37 COD NCTCOG AM
ITEM 501.7
VII-38 COD NCTCOG AM
ITEM 502.3
VII-39 COD NCTCOG AM
ITEM 502.3
VII-40 COD NCTCOG AM
ITEM 502.10.3-A
VII-41 COD NCTCOG AM
ITEM 502.10.3-A
VII-42 COD NCTCOG AM
ITEM 502.10.3-A
VII-43 COD NCTCOG AM
ITEM 502.6.3
VII-44 COD NCTCOG AM
ITEM 502.6.3
CONCRETE ENCASEMENT OF WATER LINES 230 LF -$
20" SPECIAL CLASS 52 DIP WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 111 LF
-$
16" SPECIAL CLASS 52 DIP WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 1,112 LF
-$
16"SPECIAL CLASS 52 DIP WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 30 LF
-$
20" SPECIAL CLASS 52 DIP WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 156 LF
-$
18" SPECIAL CLASS 52 DIP REUSE LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 108 LF
-$
8" C-900 DR-14 PVC WATER LINE INSTALLED BY OPEN
CUT, BACKFILL PER DETAIL U201 697 LF -$
8" C-900 DR-14 PVC WATER LINE INSTALLED BY OPEN
CUT, BACKFILL PER DETAIL U202 830 LF -$
12" C-900 DR-14 PVC WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U201 1,406 LF -$
12" C-900 DR-14 PVC WATER LINE INSTALLED BY
OPEN CUT, BACKFILL PER DETAIL U202 10,597 LF -$
20" GATE VALVE, VAULT AND BOX 5 EA -$
16" GATE VALVE, VAULT AND BOX 5 EA -$
6" C-900 DR-14 PVC WATER LINE INSTALLED BY OPEN
CUT, BACKFILL PER DETAIL U201 190 LF -$
6" C-900 DR-14 PVC WATER LINE INSTALLED BY OPEN
CUT, BACKFILL PER DETAIL U202 125 LF -$
6" GATE VALVE AND BOX (EXCLUDING FIRE
HYDRANT ASSEMBLIES)14 EA -$
4" GATE VALVE AND BOX 5 EA -$
12" GATE VALVE AND BOX 28 EA -$
8" GATE VALVE AND BOX 27 EA -$
6" DUCTILE IRON PIPE 29 LF -$
NEW FIRE HYDRANT ASSEMBLIES 14 EA -$
12"X12" TAPPING SLEEVE AND VALVE 2 EA -$
8"X8" TAPPING SLEEVE AND VALVE 4 EA -$
COMBINATION AIR AND VACUUM AIR RELEASE
VALVE ASSEMBLY - 2"1 EA -$
COMBINATION AIR AND VACUUM AIR RELEASE
VALVE ASSEMBLY - 1"5 EA -$
RESET & RECONNECT TO EXISTING FIRE HYDRANT
ASSEMBLIES 4 EA -$
RELOCATE EXISTING WATER METER VAULT AND ALL
ASSOCIATED APPURTENANCES 1 EA -$
WATER SERVICES, ALL SIZES 14 EA -$
WATER METER, ALL SIZES 12 EA -$
TOTAL UNIT VII -$
Attachment 1 - AD3
ITEM SPEC. NO.
VIII-1 COD NCTCOG AM
ITEM 201
VIII-2 COD NCTCOG AM
ITEM 201
VIII-3 COD NCTCOG AM
ITEM 201
VIII-4 COD NCTCOG AM
ITEM 201
VIII-5 COD NCTCOG AM
ITEM 201
VIII-6 COD NCTCOG AM
ITEM 201
VIII-8 COD NCTCOG AM
ITEM 201
VIII-9 COD NCTCOG AM
ITEM 201
ITEM SPEC. NO.
IX-1 TxDOT ITEM 681
IX-2 TxDOT ITEM 681
IX-3 TxDOT ITEM 680
IX-4 TxDOT ITEM 680
IX-5 TxDOT ITEM 680
IX-6 TxDOT ITEM 680
IX-7 TxDOT ITEM 680
IX-8 TxDOT ITEM 680
IX-9 TxDOT ITEM 680
ITEM SPEC. NO.
A1-1 TXDOT 360
A1-2 TXDOT 360
STORM WATER POLLUTION PREVENTION PLAN 1 LS -$
TEMPORARY SEDIMENT CONTROL FENCE (INSTALL) 45,949 LF -$
UNIT VIII - ENVIRONMENTAL
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
CONSTRUCTION EXITS (TY I) (INSTALL) 6,111 SY -$
CONSTRUCTION EXITS (TY I) (REMOVE) 6,111 SY -$
TEMPORARY SEDIMENT CONTROL FENCE (REMOVE) 45,949 LF -$
BIODEG EROSION CONTROL LOGS (INSTALL) (12")
(INLET PROTECTION)2,095 LF -$
EA -$
UNIVERSITY DRIVE TEMPORARY TRAFFIC SIGNAL 1 EA -$
TOTAL UNIT VIII -$
UNIT IX - TRAFFIC SIGNALS
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
ROCK FILTER DAM (TY 2) 40 LF -$
ROCK FILTER DAM (TY 3) 227 LF -$
UNIVERSITY DRIVE TRAFFIC SIGNAL 1 LS -$
TOTAL UNIT IX -$
MILLS ROAD TRAFFIC SIGNAL 1 LS -$
RUSSELL NEWMAN TRAFFIC SIGNAL 1 LS -$
MORSE STREET TRAFFIC SIGNAL 1 LS -$
MCKINNEY STREET TRAFFIC SIGNAL 1 LS -$
SALVAGE EXISTING TRAFFIC SIGNAL EQUIPMENT
(ALL INTERSECTIONS)1 LS -$
SPENCER ROAD TRAFFIC SIGNAL 1 LS -$
MCKINNEY STREET TEMPORARY TRAFFIC SIGNAL 1
TOTAL BID ALT 1 -$
BID ALTERNATE 1
DESCRIPTION
ESTIMATED
QUANTITY UNIT UNIT PRICE AMOUNT
CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
(12")(139,391) SY -$
CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
(10")139,391 SY -$
Attachment 1 - AD3
TOTAL BID
ALTERNATE 1 -$
TOTAL UNIT I -$
TOTAL UNIT II -$
TOTAL UNIT III -$
TOTAL UNIT IV -$
TOTAL UNIT V -$
TOTAL UNIT VI -$
TOTAL UNIT VII -$
TOTAL UNIT VIII -$
TOTAL UNIT IX -$
TOTAL BASE BID -$
Attachment 1 - AD3
179Attachment 2 - AD3
181Attachment 2 - AD3
213Attachment 2 - AD3
Attachment 2 - AD3
Attachment 2 - AD3