ESBD_437089_1752857424960_RFB 2025-055 Bid Form.pdf

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

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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

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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

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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

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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

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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

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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

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