2-RFB 2025-055 Bid Form.pdf
PDF 664 KB Posted
- Attached to
- Speegleville Rd. Utility Improvements
- Solicitation number
- RFB 2025-055
- Issued by
- Loving County, Texas
About this file
This document is a Bid Proposal for the Speegleville Road Utility Improvements project (Project No. 1-03609) for the City of Waco, Texas. The bid covers comprehensive utility infrastructure improvements, including water and wastewater system enhancements. The project scope encompasses multiple technical elements such as installing various sizes of polyethylene and PVC pipes (ranging from 2-inch to 24-inch), horizontal directional drilling, steel casing pipe installations, water service connections, fire hydrant assemblies, manhole installations, and associated surface restoration work. The bid includes detailed line items for general conditions, water improvements, and wastewater improvements, with specific quantities listed for each component.
The bid proposal includes several significant financial elements, notably a $20,000 irrigation and landscape repair allowance for Canyon View Trail and a $150,000 contingency allowance. The project involves extensive underground utility work, including pipe installations in street and off-street trenches, utility connections, surface replacements, and environmental considerations like erosion control and broadcast seeding. Bidders are required to provide unit pricing for a comprehensive list of infrastructure components, with quantities specified for each item. The bid allows for precise cost estimation and provides flexibility for potential variations in project execution through specific line items and allowances.
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Text version
Item Description Quantity Unit Unit Price Total Amount
1.00 GENERAL CONDITIONS
1.01 MOBILIZATION & PROJECT INCIDENTALS 1 LS
1.02 BONDS & INSURANCE 1 LS
1.03 PREPARE RIGHT-OF-WAY 1 LS
1.04 TRAFFIC CONTROL PLAN 1 LS
1.05 TRAFFIC CONTROL IMPLEMENTATION 1 LS
1.06 TRENCH SAFETY PLAN 1 LS
1.07 EROSION CONTROL PLAN 1 LS
1.08 EROSION CONTROL PLAN IMPLEMENTATION 1 LS
1.09 CONFINED SPACE PLAN 1 LS
1.10 CONFINED SPACE IMPLEMENTATION 1 LS
1.11
LOCATE EXISTING UNDERGROUND UTILITIES
AND VERIFY SIZE, ORIENTATION, AND
ELEVATION OF THE UTILITIES PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES
1 LS
1.12
IRRIGATION & LANDSCAPE REPAIR ALLOWANCE
AT CANYON VIEW TRAIL
1 LS $20,000.00
1.13 TEMPORARY STREET REPAIR 722 LF
1.14 CONTINGENCY ALLOWANCE 1 LS $150,000.00
1.15 BUILDING WACO SIGN 1 EA
2.00 WATER IMPROVEMENTS
2.01
2-INCH POLYETHYLENE PIPE (SDR-9) (ALL
DEPTHS) INCLUDING ALL EXCAVATION AND
BACKFILL (STREET TRENCH)
374 LF
2.02
8-INCH C900 PVC (DR-18) (ALL DEPTHS)
INCLUDING ALL EXCAVATION AND BACKFILL
(STREET TRENCH)
202 LF
2.03
8-INCH C900 PVC (DR-18) (ALL DEPTHS)
INCLUDING ALL EXCAVATION AND BACKFILL
(OFF-STREET TRENCH)
103 LF
Speegleville Road Utility Improvements (1-03609)(18ST2213A LS)
Bid Proposal for
BASE BID
SUBTOTAL GENERAL CONDITIONS
Includes Addendum of .
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 42
Speegleville Road Utility Improvements (1-03609)(18ST2213A LS)
Bid Proposal for
Includes Addendum of .
2.04
12-INCH C900 PVC (DR-18) (ALL DEPTHS)
INCLUDING ALL EXCAVATION AND BACKFILL
(STREET TRENCH)
28 LF
2.05
24-INCH C900 PVC (DR-18) (ALL DEPTHS)
INCLUDING ALL EXCAVATION AND BACKFILL
(STREET TRENCH)
145 LF
2.06
24-INCH C900 PVC (DR-18) (ALL DEPTHS)
INCLUDING ALL EXCAVATION AND BACKFILL
(OFF-STREET TRENCH)
2,169 LF
2.07
8-INCH C900 PVC (DR-18) INSTALLED IN 24-INCH
STEEL ENCASEMENT (ALL JOINTS RESTRAINED)
305 LF
2.08
12-INCH C900 PVC (DR-18) INSTALLED IN 24-INCH
STEEL ENCASEMENT (ALL JOINTS RESTRAINED)
90 LF
2.09
24-INCH C900 PVC (DR-18) INSTALLED IN 36-INCH
STEEL ENCASEMENT (ALL JOINTS RESTRAINED)
20 LF
2.10 42-INCH HORIZONTAL DIRECTIONAL DRILL 1,266 LF
2.11
42-INCH DR-11 HDPE CASING PIPE (IPS)
INSTALLED IN HORIZONTAL DIRECTIONAL DRILL
1,266 LF
2.12
30-INCH DR-9 HDPE CARRIER PIPE (IPS)
INSTALLED IN 42" HDPE CASING PIPE
1,266 LF
2.13
4-INCH STEEL CASING PIPE INSTALLED BY OPEN
CUT (1/4" MIN. WALL THICKNESS) INCLUDING ALL
EXCAVATION AND BACKFILL
210 LF
2.14
24-INCH STEEL CASING PIPE INSTALLED BY
OPEN CUT (7/16" MIN. WALL THICKNESS)
INCLUDING ALL EXCAVATION AND BACKFILL
395 LF
2.15
36-INCH STEEL CASING PIPE INSTALLED BY
OPEN CUT (9/16" MIN. WALL THICKNESS)
INCLUDING ALL EXCAVATION AND BACKFILL
20 LF
2.16 24-INCH 11.25° BEND, D.I., M.J. 4 EA
2.17 6-INCH 45° BEND, D.I., M.J. 2 EA
2.18 8-INCH 45° BEND, D.I., M.J. 4 EA
2.19 12-INCH 45° BEND, D.I., M.J. 2 EA
2.20 24-INCH 45° BEND, D.I., M.J. 2 EA
2.21 12-INCH X 8-INCH TEE, D.I., M.J. 2 EA
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 43
Bid Proposal for
Includes Addendum of .
2.22 16-INCH X 8-INCH TEE, D.I., M.J. 3 EA
2.23 24-INCH X 8-INCH TEE, D.I., M.J. 4 EA
2.24 24-INCH X 12-INCH TEE, D.I., M.\J. 1 EA
2.25 8-INCH X 4-INCH REDUCER, D.I., M.J. 2 EA
2.26 8-INCH X 6-INCH REDUCER, D.I., M.J. 3 EA
2.27 6-INCH M.J. PLUG 2 EA
2.28 6-INCH M.J. CAP 5 EA
2.29 24-INCH M.J. CAP 1 EA
2.30 8-INCH GATE VALVE 10 EA
2.31 12-INCH GATE VALVE 1 EA
2.32 24-INCH GATE VALVE 4 EA
2.33 FIRE HYDRANT ASSEMBLY 5 EA
2.34
1-INCH WATER SERVICE & METER; CONNECT TO
EXISTING PRIVATE SERVICE LINE
6 EA
2.35
2-INCH WATER SERVICE & CONNECT TO
EXISTING SERVICE LINE
3 EA
2.36
2-INCH WATER SERVICE, CURB STOP & METER
BOX FOR RIVERSIDE LIFT STATION (FOR FUTURE
USE)
1 LS
2.37 6-INCH ABOVE GROUND BLOW OFF ASSEMBLY 2 EA
2.38 4-INCH AIR RELEASE VALVE (OFF-STREET) 3 EA
2.39 CONNECT TO EX. 4-INCH WATERLINE 1 EA
2.40 CONNECT TO EX. 6-INCH WATERLINE 5 EA
2.41 CONNECT TO EX. 8-INCH WATERLINE 2 EA
2.42 CONNECT TO EX. 12-INCH WATERLINE 3 EA
2.43 CONNECT TO EX. 16-INCH WATERLINE 3 EA
2.44 CONNECT TO EX. 24-INCH WATERLINE 1 EA
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 44
Bid Proposal for
Includes Addendum of .
2.45
REMOVE EXISTING FIRE HYDRANT ASSEMBLY @
VILLAGE CENTER BLVD. & CAP AT TEE W/ 6" MJ
PLUG (INCLUDING LANDSCAPING / CURB AND
GUTTER REPLACEMENT)
1 LS
2.46
FIRE HYDRANT ASSEMBLY & CONNECT TO
EXISTING 16" WATERLINE AT VILLAGE CENTER
BLVD.
1 LS
2.47
CONCRETE THRUST WALL & HDPE TO PVC
TRANSITION
2 EA
2.48 CLASS 'A' SURFACE REPLACEMENT 372 LF
2.49 CLASS 'E' SURFACE REPLACEMENT 33 LF
2.50 BROADCAST SEEDING 2,536 LF
2.51
REMOVE & REPLACE EXISTING CONCRETE
SIDEWALK
8 LF
2.52
REMOVE & REPLACE EXISTING CURB AND
GUTTER
22 LF
2.53 REMOVE & REPLACE EXISTING DRIVEWAY 1 EA
2.54
REMOVE & REPLACE EXISTING DRIVE
APPROACH
2 EA
2.55 TRENCH SAFETY IMPLEMENTATION 3,259 LF
2.56
ABANDON EX. WATERLINES BY REMOVING OR
FILLING COMPLETELY WITH FLOWABLE FILL
7,700 LF
2.57
ADDITIONAL FOUNDATION COURSE OF
CRUSHED STONE AT BOTTOM OF TRENCH
SECTION PER DETAIL 1/ D500, ONLY TO BE USED
AS DIRECTED BY THE CITY OF WACO
3,259 LF
3.00 WASTEWATER IMPROVEMENTS
3.01
6-INCH C900 PVC (DR-18) (GREEN) (ALL DEPTHS)
INCLUDING ALL EXCAVATION, BACKFILL, BENDS,
AND FITTINGS REQUIRED TO CONNECT TO EX.
FORCE MAIN AND PROPOSED MANHOLE (OFF-
STREET TRENCH)
20 LF
3.02
8-INCH C900 PVC (DR-18) (GREEN) (ALL DEPTHS)
INCLUDING ALL EXCAVATION, BACKFILL, BENDS,
AND FITTINGS REQUIRED TO CONNECT TO EX.
FORCE MAIN AND PROPOSED MANHOLE (OFF-
STREET TRENCH)
50 LF
3.03
8-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL
(STREET TRENCH)
9 LF
SUBTOTAL WATER IMPROVEMENTS
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 45
Bid Proposal for
Includes Addendum of .
3.04
12-INCH SDR-26 PVC ASTM D-2241 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL
(STREET TRENCH)
141 LF
3.05
18-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL
(STREET TRENCH)
106 LF
3.06
21-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL
(STREET TRENCH)
43 LF
3.07
6-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL (OFF-
STREET TRENCH)
35 LF
3.08
8-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL (OFF-
STREET TRENCH)
82 LF
3.09
18-INCH SDR-26 PVC ASTM D-3034 (ALL DEPTHS)
INCLUDING ALL EXCAVATION & BACKFILL (OFF-
STREET TRENCH)
1,582 LF
3.10
16-INCH DR-11 HDPE FORCEMAIN (DIPS) (ALL
DEPTHS) INCLUDING ALL EXCAVATION &
BACKFILL (OFF-STREET TRENCH)
183 LF
3.11
8-INCH SDR-26 PVC ASTM D-3034 INSTALLED IN
24" STEEL ENCASEMENT
120 LF
3.12
24-INCH STEEL CASING PIPE INSTALLED BY
OPEN CUT (MIN. 7/16" WALL THICKNESS, 42,000
PSI YIELD STRENGTH) INCLUDING ALL
EXCAVATION AND BACKFILL
120 LF
3.13
16-INCH DR-11 HDPE FORCEMAIN (DIPS)
INSTALLED IN 36-INCH STEEL ENCASEMENT
150 LF
3.14 16-INCH HORIZONTAL DIRECTIONAL DRILL 1,594 LF
3.15
16-INCH DR-11 HDPE FORCEMAIN (DIPS)
INSTALLED IN HORIZONTAL DIRECTIONAL DRILL
1,594 LF
3.16
BORE AND ENCASE WITH 36" STEEL CASING
PIPE (MIN. 9/16" WALL THICKNESS, 42,000 PSI
YIELD STRENGTH) (INCLUDING PRESSURE
GROUTING ANNULAR SPACE)
150 LF
3.17
6' DIAMETER PRECAST CONCRETE MANHOLE (0'-
10' DEEP) W/ STANDARD RING AND COVER
6 EA
3.18
6' DIAMETER PRECAST POLYMER CONCRETE
MANHOLE W/ STANDARD RING AND COVER (ALL
DEPTHS)
1 EA
3.19
5' DIAMETER PRECAST POLYMER CONCRETE
MANHOLE W/ STANDARD RING AND COVER (ALL
DEPTHS)
1 EA
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 46
Bid Proposal for
Includes Addendum of .
3.20
4' DIAMETER PRECAST CONCRETE MANHOLE (0'-
10' DEEP) W/ STANDARD RING AND COVER
2 EA
3.21
EXTRA DEPTH FOR 6' DIAMETER MANHOLE OVER
10' DEEP
24 VF
3.22 CONCRETE THRUST WALL 2 EA
3.23 6-INCH EXTERNAL DROP FIXTURE 2 EA
3.24 18-INCH EXTERNAL DROP FIXTURE 1 EA
3.25 16-INCH HDPE FUSED 11.25° BEND 2 EA
3.26 16-INCH HDPE FUSED 45° BEND 3 EA
3.27 16-INCH X 16-INCH TEE; D.I., M.J. 1 EA
3.28 16-INCH MJ PLUG 1 EA
3.29 3-INCH AIR RELEASE VALVE 2 EA
3.30 CONNECT TO EX. 6-INCH PRIVATE SERVICE 2 EA
3.31 CONNECT TO EX. 18-INCH SANITARY SEWER 1 EA
3.32 CONNECT TO EX. 21-INCH STUB OUT 1 EA
3.33 CLASS 'A' SURFACE REPLACEMENT 311 LF
3.34 CLASS 'D' SURFACE REPLACEMENT 86 LF
3.35
REMOVE & REPLACE EXISTING CURB AND
GUTTER
82 LF
3.36
REMOVE & REPLACE EXISTING CONCRETE
SIDEWALK
190 LF
3.37
REMOVE & RESET LIGHT POLE INCL. NEW POLE
BASE & ALL ELECTRIC WORK REQUIRED TO
RECONNECT
1 LS
3.38
REMOVE EXISTING SANITARY SEWER MANHOLE
AND DISPOSE OF PROPERLY OFFSITE
13 EA
3.39 BROADCAST SEEDING 1,349 LF
3.40 TRENCH SAFETY IMPLEMENTATION 2,360 LF
3.41 MANHOLE DELINEATOR SIGNAGE 8 EA
3.42 10'X10' CONCRETE MANHOLE SLAB 4 EA
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 47
Bid Proposal for
Includes Addendum of .
3.43
SANITARY SEWER FLOW CONTROL /
TEMPORARY BY-PASS SYSTEM INCLUDING ALL
MATERIALS, LABOR, AND EQUIPMENT TO FULLY
BYPASS WASTEWATER FLOWS TO
ACCOMMODATE CONSTRUCTION OF THE NEW
WASTERWATER LINES, NEW MANHOLES, AND
CONNECTIONS TO THE EXISTING WASTEWATER
LINES
1 LS
3.44
ABANDON EX. SANITARY SEWER BY REMOVING
OR FILLING COMPLETELY WITH FLOWABLE FILL
2,400 LF
3.45 VIDEO NEW WASTEWATER LINE 2,188 LF
3.46
ADDITIONAL FOUNDATION COURSE OF
CRUSHED STONE AT BOTTOM OF TRENCH
SECTION PER DETAIL 1/ D600, ONLY TO BE USED
AS DIRECTED BY THE CITY OF WACO
2,360 LF
Total Base Bid
SUBTOTAL WASTEWATER IMPROVEMENTS
T.B.P.E. Registration No. 8053
G:\Projects\1-03609\2 Engineering\2.8 Project Manual\Speegleville Utilities\1-03609-Speegleville Utilities Bid Form - 2025-07-10
RFB 2025-055 Page 48
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