3-RFB 2025-055 Bid Form.xlsx
XLSX spreadsheet 26 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 detailed Bid Form for the Speegleville Road Utility Improvements Project issued by the City of Waco, Texas. The project involves comprehensive utility infrastructure work, including approximately 1,950 linear feet of 24-inch PVC waterline, a 1,275-foot horizontal directional drill crossing of the Middle Bosque River using 42-inch HDPE casing and 30-inch HDPE waterline, and approximately 1,530 linear feet of 18-inch PVC gravity wastewater line. The scope encompasses additional elements such as manhole installations, a 1,600-foot horizontal directional drill river crossing with 16-inch HDPE force main, temporary bypass systems, abandonment of existing water and wastewater lines, and surface replacement.
The bid form includes a comprehensive itemized breakdown with unit pricing for numerous specific construction activities, with a contingency allowance of $150,000 and an irrigation and landscape repair allowance of $20,000. Notably, the solicitation requires prequalification of General Contractors and Horizontal Directional Drilling subcontractors, with bids only being accepted from general contractors whose bid involves a prequalified Horizontal Directional Drilling Subcontractor. Any bid lacking a prequalified subcontractor will be deemed non-responsive, indicating a stringent qualification process designed to ensure contractor competence and capability for this complex infrastructure project.
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Text version
Bid Proposal
| Bid Proposal for |
| Speegleville Road Utility Improvements (1-03609)(18ST2213A LS) |
| Includes Addendum of . |
Item Description Quantity Unit Unit Price Total Amount
| BASE BID | ||||
| 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 | |
| SUBTOTAL GENERAL CONDITIONS | ||||
| 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 | |
| 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 | |
| 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 | |
| 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 | |
| SUBTOTAL WATER IMPROVEMENTS | ||||
| 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 | |
| 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 | |
| 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 | |
| 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 | |
| SUBTOTAL WASTEWATER IMPROVEMENTS |
Total Base Bid
&8T.B.P.E. Registration No. 8053 &8Page &P of &N &Z&F
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