Addendum No: 2 - City of Waco, Texas - Official Site...Closing Time: 2:00 P.M., August 17, 2018 Opening Time: 2:01 P.M., August 17, 2018 . Bid Opening Location: Purchasing Services

Purchasing Services Post Office Box 2570

Waco, Texas 76702-2570 254 / 750-6640

Fax: 254 / 750-8063 CITY OF WACO www.waco-texas.com

Date: 08/13/2018 RFB No: 2018-050 Commodity: Ritchie Road and Various Improvements

Closing Time: 2:00 P.M., August 17, 2018 Opening Time: 2:01 P.M., August 17, 2018

Bid Opening Location: Purchasing Services Office 1415 N. 4th Street, Waco, TX

______________________________________________________ Addendum No: 2

The above-mentioned bid invitation has been changed in the following manner. Sign and return addendum to the Purchasing Office by the closing time and date with your RFB response. Returning this page signed by your authorized agent will serve to acknowledge this change. All other requirements of the invitation remain unchanged. If you have any questions, please call or stop by the Purchasing Office at the above address.

THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 2

PLEASE REVIEW THE FOLLOWING PAGES

• Bid Proposal Sheet – Revised

• Drawing Page Changes:o C002A SPECIAL PROJECT PROVISIONSo C004 SUMMARY OF QUANTITIES (SHEET 1 OF 2)o C005 SUMMARY OF QUANTITIES (SHEET 2 OF 2)o C005A SUMMARY OF QUANTITIES (ALTERNATES)o C006 OVERALL PROJECT LAYOUTo C120 RITCHIE RD. - PANTHER WAY SIDEWALKo C511 WACO SIGNAGE DETAILS

• Questions and Answers :Q. Are the 7” & 8” Cement Treated Base items intended to be Pug Base or willmixing in place be accepted?A. Plant (pug) mixed.

Q. Alignment Issues:Designer- The alignment data listed on plan sheet C006 does not seem tomatch up, I am showing to be 00+015 off when starting at 0+00 to 93+60.94.If possible please include the exact start station for each (Curve #) and (Line#). I am using the PT’s,

PCampos

Highlight

Purchasing Services Post Office Box 2570

Waco, Texas 76702-2570 254 / 750-6640

Fax: 254 / 750-8063 CITY OF WACO www.waco-texas.com

PI’s, and PC’s listed in the roadway plan & profile sheets for the start point of each line and curve.

Could you please verify the (N,E) listed at station 0+00 and Station 3+98.62? Also please verify that radiuses, lengths, and distances for the line and curve table data are not rounded, this could also cause an issue with the alignment

A. See link for answer:

Q. Can you tell me what section is needed for the Class A Surface Replacement item? A. Class A surface replacement will be per City of Waco standard detail G-5. This is located on sheet C044 in the drawings.

End

Firm:_____________________________________________________________________________________

Address___________________________________________________________________________________

Signature of Person Authorized to Sign Bid:______________________________________________________________________

Signor's Name and Title (print or type):_____________________________________________________________________________

Date:____________________Telephone:___________________________Fax:_________________________

https://file.ac/NmvGjGGBzac/

Page 1 of 9

All Pages of the Bid Proposal Should Be Returned

Item Unit Unit Est. Item Est. Item Est. Item Est. Item No. Meas. Price Qty. Amount Qty. Amount Qty. Amount Qty. Amount

1.01 Waco 6.4 MOBILIZATION & PROJECT INCIDENTALS LS 0.7 0.15 0.15 1

1.02 Waco Gen. TRAFFIC CONTROL PLAN LS 0.7 0.15 0.15 1

1.03 Waco Gen. TRAFFIC CONTROL PLAN IMPLEMENTATION MO 16 4 4 24

1.04 Waco Gen. TRENCH SAFETY PLAN LS0.7

0.15 0.15 1

1.05 Waco 1.10 STORMWATER POLLUTION PREVENTION PLAN LS 0.7 0.15 0.15 1

1.06 Waco 1.10STORMWATER POLLUTION PREVENTION PLAN IMPLEMENTATION MO 16 4 4 24

1.07 Waco Gen. IRRIGATION & LANDSCAPE REPAIR ALLOWANCE DOL $1.00 25,000 $25,000.00 2,500 $2,500.00 2,500 $2,500.00 30,000 $30,000.00

2.01 Waco 1.1 PREPARING RIGHT-OF-WAY STA 52 15 15 82

2.02 Waco 1.2 CLEARING AND GRUBBING LS 0.2 0.4 0.4 1

2.03 Waco 1.1 REMOVE DRG PIPE (12"-24"), INCLUDING BACKFILL LF 349 58 58 465

2.04 Waco 1.1 REMOVE DRG PIPE (30"-48"), INCLUDING BACKFILL LF 71 17 17 105

2.05 Waco 1.1REMOVE EX. 16" WATERLINE AND APPURTENANCES; BACKFILL WITH GRAVEL FOR TRENCH BACKFILL LF 928 - - 928

2.06 Waco 1.1 REMOVE EX. FLUSH VALVE EA 1 - - 1

2.07 Waco 1.1 REMOVE EXIST. STRIPING LF 1,350 - - 1,350

2.08 Waco 1.1 REMOVE FENCING LF 254 1,227 1,227 2,708

2.09 Waco 1.1 REMOVE H.M.A.C. PAVEMENT & BASE SY 13,999 3,072 3,072 20,143

3.01 Waco 1.3 UNCLASSIFIED STREET EXCAVATION CY 9,910 3,903 3,903 17,716

3.02 Waco 1.5 EMBANKMENT CY 15,370 2,050 2,050 19,470

3.03 TxDOT 3401.5" HMAC D-GR HMA(SQ) TY-D SAC-B PG 70-22 (TXDOT ITEM 340)(110 LBS/SY-IN) TN - 8 8 16

3.04 TxDOT 3402" HMAC D-GR HMA(SQ) TY-D SAC-B PG 70-22 (TXDOT ITEM 340)(110 LBS/SY-IN) TN 3,271 708 708 4,687

3.05 TxDOT 3404" HMAC D-GR HMA(SQ) TY-B SAC-B PG 64-22 (TXDOT ITEM 340)(110 LBS/SY-IN) TN 6,540 1,195 1,195 8,930

3.06 TxDOT 3409" HMAC D-GR HMA(SQ) TY-B SAC-B PG 64-22 (TXDOT ITEM 340)(110 LBS/SY-IN) TN - 467 467 934

3.07 Waco 3.6 8" CONCRETE PAVEMENT SY 621 - - 621

3.08 Waco 2.3.C 6" CEMENT TREATED BASE SY - 89 89 178

3.09 Waco 2.3.C 7" CEMENT TREATED BASE SY 34,635 6,658 6,658 47,951

3.10 Waco 2.3.C 8" CEMENT TREATED BASE SY - 78 78 156

Addemdum 2 - Revised Bid SheetHewitt Portion County Portion Total Project

Bid Proposal forRitchie Road Improvements (1-03018) (ST0320)

Waco Portion

Description

GENERAL CONDITIONS

DEMOLITION

BASE BID

STREET IMPROVEMENTS (C100-C120)

Spec

Page 2 of 9



Hewitt Portion County Portion Total ProjectWaco Portion

DescriptionSpec

3.11 Waco 2.3.A 6" COMPACTED ROAD GRAVEL SY 1,035 - - 1,035

3.12 Waco 2.46" LIME STABILIZATION OF SUB-BASE MATERIAL (EST. @ 30# LIME/SY) SY - 108 108 216

3.13 Waco 2.48" LIME STABILIZATION OF SUB-BASE MATERIAL (EST. @ 39# LIME/SY) SY 34,635 6,751 6,751 48,137

3.14 Waco 2.4 HYDRATED LIME TN 677 134 134 945

3.15 Waco 5.3 CURB & GUTTER LF 10,154 797 797 11,748

3.16 Waco 5.3 RIBBON CURB LF - 1,786 1,786 3,572

3.17 Waco 5.4 8" REINFORCED CONCRETE FILLET SF 2,889 - - 2,889

3.18 Waco 5.4 8" REINFORCED CONCRETE VALLEY SF 1,111 - - 1,111

3.19 Waco 5.4 6" REINFORCED CONCRETE DRIVE APPROACH SF 1,834 1,380 1,380 4,594

3.20 Waco 5.4 6" REINFORCED CONCRETE DRIVE SLAB SF 2,084 - - 2,084

3.21 Waco 5.4 6" REINFORCED CONCRETE DRIVEWAY SF 5,594 463 463 6,520

3.22 Waco 5.4 8" REINFORCED CONCRETE DRIVE APPROACH SF - 847 847 1,694

3.23 Waco 5.4 8" REINFORCED CONCRETE DRIVEWAY SF - 917 917 1,834

3.24 Waco 5.4 4" REINFORCED CONCRETE SIDEWALK SF 70,686 50 - 70,736

3.25 TxDOT 531 TXDOT TY 1 RAMP EA 4 - - 4

3.26 TxDOT 531 TXDOT TY 2 RAMP EA 1 - - 1

3.27 TxDOT 531 TXDOT TY 7 RAMP EA 7 1 - 8

3.28 TxDOT 169 SOIL RETENTION BLANKETS (CL 1) (TY A) SY 10,309 2,326 2,326 14,961

3.29 Waco 1.8HULLED BERMUDA SEED @ 2 LBS/1000 SF INCLUDING WATERING SY 22,174 6,833 6,833 35,840

3.30 Waco 1.7 SOD (MATCHING EXISTING TYPE), INCLUDING WATERING SY 3,684 - - 3,684

3.31 Waco 1.6 4" TOPSOIL (SALVAGE AND REPLACE) SY 32,523 6,833 6,833 46,189

3.32 Waco 8.7 SMALL ROADSIDE SIGN ASSEMBLY EA 31 7 7 45

3.33 Waco 8.7 BUILDING WACO SIGN ASSEMBLY EA 2 - - 2

3.34 TxDOT 666 REFL PAV MRK TY I (W)4"(SLD)(100 MIL) LF - 1,719 1,719 3,438

3.35 TxDOT 666 REFL PAV MRK TY I (W)4"(BRK)(100 MIL) LF 2,640 150 150 2,940

3.36 TxDOT 666 REFL PAV MRK TY I (Y)4"(SLD)(100 MIL)(80 FT SPA) LF 7,502 - - 7,502

3.37 TxDOT 666 REFL PAV MRK TY I (Y)4"(SLD)(100 MIL)(20 FT SPA) LF 4,140 2,257 2,257 8,654

3.38 TxDOT 666 REFL PAV MRK TY I (ARROW)(100 MIL) EA 5 2 2 9

3.39 TxDOT 666 REFL PAV MRK TY I (WORD)(100 MIL) EA 5 2 2 9

3.40 TxDOT 666 REFL PAV MRK TY I (W)8"(SLD)(100 MIL) LF 515 261 261 1,037

3.41 TxDOT 666 REFL PAV MRK TY II (W)8"(DOT)(100 MIL) LF 100 118 118 336

3.42 TxDOT 666 REFL PAV MRK TY I (W)24"(SLD)(100 MIL) (CROSSWALK) LF 470 - - 470

3.43 TxDOT 666 REFL PAV MRK TY I (Y)12"(SLD)(100 MIL) (MEDIAN) LF 296 167 167 630

Page 3 of 9




DescriptionSpec

3.44 TxDOT 666 REFL PAV MRK TY I (W)24"(SLD)(100 MIL) (STOP BAR) LF 102 14 14 130

3.45 TxDOT 672 REFL PAV MRKR TY II-A-A EA 302 130 130 562

3.46 TxDOT 672 REFL PAV MRKR TY I-C EA 172 24 24 220

3.47 TxDOT 560 TEMPORARY MAILBOX ASSEMBLY EA 7 2 2 11

3.48 TxDOT 560 PERMANENT MAILBOX ASSEMBLY EA 7 2 2 11

3.49 Waco 7.2 KEYSTONE RETAINING WALL (LESS THAN 3' TALL) LF 370 - - 370

3.50 Waco 6.6 SIDEWALK RAILING LF 101 - - 101

3.51 Waco 6.6 FENCE/GATE REMOVAL AND RELOCATION LF 77 154 154 385

4.01 Waco 4.10 18" R.C.P. (CL III) (ALL DEPTHS) INCL EXCAV & BKFL LF 836 88 88 1,012.00

4.02 Waco 4.10 24" R.C.P. (CL III) (ALL DEPTHS) INCL EXCAV & BKFL LF 679 21 21 721.00

4.03 Waco 4.10 30" R.C.P. (CL III) (ALL DEPTHS) INCL EXCAV & BKFL LF 27 - - 27.00

4.04 Waco 4.10 36" R.C.P. (CL III) (ALL DEPTHS) INCL EXCAV & BKFL LF 100 139 139 378.00

4.05 TxDOT 462 CONCRETE BOX CULVERT (7' X 3') INCL EXCAV & BKFL LF - 44 44 88.00

4.06 TxDOT 462 CONCRETE BOX CULVERT (4' X 3') INCL EXCAV & BKFL LF 172 - - 172.00

4.07 TxDOT 466 WINGWALL (PW-1)(HW=5 FT) EA 1 0.5 0.5 2.00

4.08 TxDOT 466 WINGWALL (PW-1)(HW=4.75 FT) EA - 0.5 0.5 1.00

4.09 TxDOT 466 WINGWALL (PW-1)(HW=4.8 FT) EA 1 - - 1.00

4.10 TxDOT 467 18" PSET-SP EA 1 6 6 13.00

4.11 TxDOT 467 36" PSET-SC EA 1 - - 1.00

4.12 TxDOT 465 3' PCO INLET LEFT EXTENSION EA 6 0.5 0.5 7.00

4.13 TxDOT 465 3' PCO INLET RIGHT EXTENSION EA 1 - - 1.00

4.14 TxDOT 465 3' PCO INLET BOTH EXTENSIONS EA 2 - - 2.00

4.15 TxDOT 465 4' PCO INLET LEFT EXTENSIONS EA 3 0.5 0.5 4.00

4.16 Waco 6.10 CONCRETE RIPRAP (5") SF 1,855 841.5 841.5 3,538.00

4.17 Waco 6.10 CONCRETE RIPRAP W/ENERGY DISSIPATORS SF 127 35 35 197.00

4.18 Waco 6.10 STONE RIPRAP (DRY) (TY-A) (12 IN) SF 1,814 344 344 2,502.00

4.19 Waco Gen. TRENCH SAFETY SYSTEM IMPLEMENTATION LF 1,814 292 292 2,398.00

4.20 TxDOT 465 PAZD-FG (5FTX5FT-4FTX4FT) EA - 0.5 0.5 1.00

4.21 TxDOT 169SOIL RETENTION BLANKETS (CL 1) (TY A) (CULVERT-C CHANNEL) SY 6,345 - - 6,345.00

4.22 Waco 1.8HULLED BERMUDA SEED @ 2 LBS/1000 SF INCLUDING WATERING (CULVERT-C CHANNEL) SY 8,568 - - 8,568.00

4.23 TxDOT 169 FLEXIBLE CHANNEL LINER (CLASS 2 TYPE G) SY 639 139 139 917.00

4.24 Waco 1.3 CHANNEL EXCAVATION CY 5,601 - - 5,601.00

4.25 Waco 1.5 CHANNEL EMBANKMENT CY 85 - - 85.00

DRAINAGE IMPROVEMENTS (C200-C209)

Page 4 of 9




DescriptionSpec

5.01 Waco 4.9 8" C-900 PVC (ALL DEPTHS) INCL EXCAV & BKFL LF 406 - - 406

5.02 Waco 4.9 12" C-900 PVC (ALL DEPTHS) INCL EXCAV & BKFL LF 219 - - 219

5.03 Waco 4.9 16" C-900 PVC (ALL DEPTHS) INCL EXCAV & BKFL LF 1,432 - - 1,432

5.04 Waco 4.916" D.I.P. WATERLINE LOWERING INCL EXCAV & BKFL, BENDS, JOINTS (COMPLETE IN PLACE) LF - 32.5 32.5 65

5.05 Waco 4.9 CONCRETE ENCASE WATERLINE LF 10 - - 10

5.06 Waco 4.9 6" X 6" TEE EA 1 - - 1

5.07 Waco 4.9 8" X 6" TEE EA 5 - - 5

5.08 Waco 4.9 8" X 8" TEE EA 2 - - 2

5.09 Waco 4.9 12" X 6" TEE EA 1 - - 1

5.10 Waco 4.9 12" X 8" TEE EA 1 - - 1

5.11 Waco 4.9 16" X 8" TEE EA 6 - - 6

5.12 Waco 4.9 16" X 12" TEE EA 1 - - 1

5.13 Waco 4.9 8" X 6" REDUCER EA 2 - - 2

5.14 Waco 4.9 16" X 12" REDUCER EA 1 - - 1

5.15 Waco 4.9 12" 45° BEND EA 2 - - 2

5.16 Waco 4.9 16" 45° BEND EA 4 - - 4

5.17 Waco 4.9 8" CAP EA 7 - - 7

5.18 Waco 4.9 12" CAP EA 1 - - 1

5.19 Waco 4.9 CUT AND CAP EXIST 2" WATERLINE EA 1 - - 1



5.22 Waco 4.9 8" GATE VALVE EA 9 - - 9



5.25 Waco 4.9 CUT IN 16" X 8" TEE TO EXIST 16" WATERLINE EA 4 - - 4

5.26 Waco 4.9 AIR RELEASE VALVE & VAULT EA 1 - - 1

5.27 Waco 4.9 FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE EA 8 - - 8

5.28 Waco 4.9 REMOVE FIRE HYDRANT & RETURN TO CITY OF HEWITT EA - 1 - 1

5.29 Waco 4.9 CONNECT EXIST 2" WATER SERVICE TO 8" WATERLINE EA 1 - - 1

5.30 Waco 4.9 RELOCATE EX. METER AND 1" SERVICE EA 1 - - 1

5.31 Waco 4.9 CONNECT TO EX. 6" WATER LINE EA 1 - - 1

5.32 Waco 4.9 CONNECT TO EX. 16" WATER LINE EA 7 - - 7

5.33 Waco 4.9 ADJUST EX. VALVE BOX TO GRADE EA 8 0.5 0.5 9

WATER IMPROVEMENTS (C300-C318)

Page 5 of 9




DescriptionSpec

5.34 Waco 4.9 ADJUST EX. WATER METER BOX TO GRADE EA 2 - - 2

5.35 Waco 8.7 DELINEATOR SIGN EA 4 1 1 6

5.36 Waco Gen. TRENCH SAFETY SYSTEM IMPLEMENTATION LF 2,057 32.5 32.5 2,122

6.01 Waco 4.88" SDR-26 PVC ASTM-2241 (ALL DEPTHS) INCL EXCAV & BKFL LF 45 - - 45

6.02 Waco 4.84' DIAMETER MANHOLE (0'-10' DEEP) WITH STANDARD COVER EA 1 - - 1

6.03 Waco 4.8 CONNECT TO EX. MANHOLE EA 1 - - 1

6.04 Waco 4.8 ADJUST 6' DIA. MANHOLE AND RING & COVER TO GRADE EA 13 - - 13

6.05 Waco Gen. TRENCH SAFETY SYSTEM IMPLEMENTATION LF 45 - - 45

WASTEWATER IMPROVEMENTS (C300-C318)

Page 6 of 9




DescriptionSpec

7.01 Hewitt W1 16" C-905; DR18; PVC PIPE WITH TRACER WIRE; INSTALLED. LF - 2,533 - 2,533



7.04 Hewitt W1 6" C-900; DR18; PVC PIPE WITH TRACER WIRE; INSTALLED. LF - 10 - 10

7.05 Hewitt W1

OPEN CUT WITH COMPACTED GRAVEL TRENCH BACKFILL; 16" STEEL ENCASEMENT, INCLUDING 8" C-900 DR18 PVC RJ CARRIER PIPE; INSTALLED LF - 80 - 80

7.06 Hewitt W124" STEEL ENCASEMENT, INCLUDING 16" C-900 DR18 PVC RJ CARRIER PIPE; INSTALLED LF - 100 - 100

7.07 Hewitt W120" STEEL ENCASEMENT, INCLUDING 12" C-900 DR18 PVC RJ CARRIER PIPE; INSTALLED LF - 100 - 100

7.08 Hewitt W4 NEW FIRE HYDRANT ASSEMBLY; INSTALLED EA - 2 - 2

7.09 Hewitt W19 FLUSH VALVE ASSEMBLY; INSTALLED EA - 1 - 1

7.10 Hewitt W15 CAP EXISTING 16" WATER LINE; COMPLETE EA - 1 - 1



7.13 Hewitt W3 16" GATE VALVE AND BOX; INSTALLED EA - 6 - 6



7.16 Hewitt G11 REMOVE EXISTING GATE VALVE; COMPLETE EA - 6 - 6

7.17 Hewitt G11 REMOVE EXISTING FIRE HYDRANT; COMPLETE EA - 1 - 1

7.18 Hewitt W2NEW SHORT SINGLE WATER SERVICE; INSTALLED AND CONNECTED TO EXISTING SERVICE; INSTALLED EA - 1 - 1

7.19 Hewitt W11 CONNECT EXISTING 6" TO PROPOSED 6"; COMPLETE EA - 1 - 1

7.20 Hewitt W11 CONNECT EXISTING 8" TO PROPOSED 8"; COMPLETE EA - 2 - 2

7.21 Hewitt W11 CONNECT PROPOSED 16" TO EXISTING 16"; COMPLETE EA - 4 - 4

7.22 Hewitt G15 TRENCH SAFETY PLAN DESIGN AND IMPLEMENTATION LF - 5,203 - 5,203

7.23 Hewitt G14STORM WATER POLLUTION PREVENTION PLAN DESIGN AND IMPLEMENTATION LS - 1 - 1

7.24 Hewitt G1TRAFFIC CONTROL PLAN DEVELOPMENT AND IMPLEMENTATION LS - 1 - 1

7.25 Hewitt G2MOBILIZATION (NOT TO EXCEED 10% OF TOTAL PROJECT BID) LS - 1 - 1

TOTAL BASE BID:

TOTAL AMOUNT OF MATERIALS

TOTAL AMOUNT OF LABOR & EQUIPMENT

TOTAL AMOUNT OF BASE BID

HEWITT UTILITY IMPROVEMENTS (C400-C416)

Page 7 of 9




DescriptionSpec

A1.01 TxDOT 305 MILLING (1.5") HMAC PAVEMENT SY 7,511 - - 7,511

A1.02 TxDOT 3401.5" HMAC D-GR HMA(SQ) TY-D SAC-B PG 70-22 (TXDOT ITEM 340)(110 LBS/SY-IN) TN 620 - - 620

A1.03 TxDOT 666 REFL PAV MRK TY I (W)4"(SLD)(100 MIL) LF 2,429 - - 2,429

A1.04 TxDOT 666 REFL PAV MRK TY I (W)4"(BRK)(100 MIL) LF 20 - - 20

A1.05 TxDOT 666 REFL PAV MRK TY I (Y)4"(SLD)(100 MIL)(20 FT SPA) LF 341 - - 341

A1.06 TxDOT 666 REFL PAV MRK TY I (ARROW)(100 MIL) EA 5 - - 5

A1.07 TxDOT 666 REFL PAV MRK TY I (WORD)(100 MIL) EA 5 - - 5

A1.08 TxDOT 666 REFL PAV MRK TY I (W)8"(SLD)(100 MIL) LF 604 - - 604

A1.09 TxDOT 666 REFL PAV MRK TY I (W)24"(SLD)(100 MIL) (CROSSWALK) LF 580 - - 580

A1.10 TxDOT 666 REFL PAV MRK TY I (W)24"(SLD)(100 MIL) (STOP BAR) LF 147 - - 147

A1.11 TxDOT 672 REFL PAV MRKR TY II-A-A EA 44 - - 44

A1.12 TxDOT 672 REFL PAV MRKR TY I-C EA 47 - - 47

A1.13 TxDOT 666 REFL PAV MRK TY II (Y)4"(BRK)(100 MIL) LF 240 - - 240

A1.14 TxDOT 666 REFL PAV MRK TY II (Y)4"(SLD)(100 MIL) LF 858 - - 858

A1.15 TxDOT 666REFL PAV MRK TY I (W)(BIKE ARW)(100 MIL) GREEN BOX AROUND SYMBL AND ARROW EA 5 - - 5

A1.16 TxDOT 666REFL PAV MRK TY I (W)(BIKE SYML)(100 MIL) GREEN BOX AROUND SYMBL AND ARROW EA 5 - - 5

A1.17 TxDOT 666 REFL PAV MRK TY I (DBL ARROW)(100 MIL) EA 1 - - 1

A1.18 Waco 4.9ADJUST EX. VALVE BOX TO GRADE AND ADD CONCRETE APRON EA 4 - - 4

A1.19 Waco 4.8ADD CONCRETE APRON TO MANHOLE (ADJUST WITH GRADE RINGS IF NECESSARY) EA 4 - - 4

TOTAL ADD-ALTERNATE BID '1':



TOTAL AMOUNT OF ADD-ALTERNATE BID '1'

STREET IMPROVEMENTS (C132-C133)

ADD-ALTERNATE BID '1'

Page 8 of 9




DescriptionSpec

A2.01 Waco 1.7 SOD (MATCHING EXISTING TYPE), INCLUDING WATERING SY 208 - - 208

A2.02 Waco 4.3 CLASS A SURFACE REPLACEMENT LF 8 - - 8

A2.03 Waco 5.3 CURB & GUTTER (MATCHING EXISTING TYPE) LF 3 - - 3

A2.04 Waco 4.9 8" C-900 PVC (ALL DEPTHS) INCL EXCAV & BKFL LF 171 - - 171

A2.05Waco 4.4/4.9

8" C-900 RESTRAINED JOINT PIPE (INST. IN 16" STEEL ENCASED PIPE) LF 141 - - 141

A2.06Waco 4.4/4.9

OPEN CUT INSTALLATION AND ENCASE WITH 16" CASING (INCLUDING SPACERS) LF 141 - - 141

A2.07 Waco 4.9 8" X 8" TEE EA 1 - - 1

A2.08 Waco 4.9 8" GATE VALVE EA 2 - - 2

A2.09 Waco 4.9 8" 22.5° BEND EA 4 - - 4

A2.10 Waco Gen. TRENCH SAFETY SYSTEM IMPLEMENTATION LF 312 - - 312





A3.01Waco 1.1/6.4 MOBILIZATION, TRAFFIC CONTROL & EROSION CONTROL LS 1 - - 1

A3.02 Waco 4.3 CLASS A SURFACE REPLACEMENT LF 1,898 - - 1,898

A3.03 Waco 4.9 12" C-900 PVC (ALL DEPTHS) INCL EXCAV & BKFL LF 1,898 - - 1,898

A3.04Waco 4.4/4.9

12" C-900 RESTRAINED JOINT PIPE (INST. IN 24" STEEL ENCASED PIPE) LF 30 - - 30

A3.05Waco 4.4/4.9

BORE AND ENCASE WITH 24" CASING (INCLUDING SPACERS) LF 30 - - 30

A3.06 Waco 4.9 12" X 8" TEE EA 1 - - 1

A3.07 Waco 4.9 12" CAP EA 1 - - 1

A3.08 Waco 4.9 12" GATE VALVE EA 2 - - 2

A3.09 Waco 4.9 12" 45° BEND EA 6 - - 6

A3.10 Waco 4.9 FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE EA 4 - - 4

A3.11 Waco Gen. TRENCH SAFETY SYSTEM IMPLEMENTATION LF 1,898 - - 1,898






WATER IMPROVEMENTS (C323)


WATER IMPROVEMENTS (C323)

Page 9 of 9




DescriptionSpec

FIRM NAME:

BY (SIGNED):

TITLE:

ADDRESS:

Contractor acknowledges and agrees that the official TOTAL AMOUNT OF BID is determined by multiplyingthe unit bid prices by the respective estimated quantities shown in this bid proposal and then totaling all of the extended amounts. Extended amounts SHOULD NOT be rounded up or down. All dollar amounts shouldbe either written legibly or typed. Any mistakes should be rewritten and initialed by the Contractor.

I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK:

SUBCONTRACTOR TYPE OF WORK

JACOB BELLDATE08/13/2018

REV. DESCRIPTION DATE

1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED

RITCHIE ROADIMPROVEMENTS

G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018PRO

JECT N

OTES.D

WG

, C002A SPECIAL PRO

JECT PRO

VISIO

NS, 8/10/2018 9:25:18 AM

, jcannon

WP PROJECT NO. 1-03018

T.B.P.E. Registration No. 8053

COW PROJECT NO. ST0320

CITY OF WACO

SPECIAL PROJECT PROVISIONS

C002A

SUMMARY OF QUANTITIES(SHEET 1 OF 2)

C004



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018Q

UAN

TITY-SU

MM

ARY.D

WG

, C004 SU

MM

ARY O

F Q

UAN

TITIES (SH

EET 1 O

F 2), 8/10/2018 9:25:21 AM

, jcannon




CITY OF WACO

SUMMARY OF QUANTITIES(SHEET 2 OF 2)

C005



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018Q

UAN

TITY-SU

MM

ARY.D

WG

, C005 SU

MM

ARY O

F Q

UAN

TITIES (SH

EET 2 O

F 2), 8/10/2018 9:25:45 AM

, jcannon




CITY OF WACO

SUMMARY OF QUANTITIES(ALTERNATES)

C005A



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018Q

UAN

TITY-SU

MM

ARY.D

WG

, C005A SU

MM

ARY O

F Q

UAN

TITIES (ALTERN

ATES), 8/10/2018 9:25:46 AM

, jcannon




CITY OF WACO

C100 C101C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113

C121

C114 C115 C116 C117 C118C100

GARY GRUBERAND WIFE, MELVA GRUBER

VOLUME 1747, PAGE 798D.R.M.C.T.

LG CALLAN, LLCCALLED 21.544 ACRESM.C.C.D. 2016032579

O.P.R.M.C.T.

ALLIANCE SYNDICATE I, LLCCALLED 9.776 ACRESM.C.C.D. 2010026383

O.P.R.M.C.T.

JIMMY P. KIZERCALLED 60.717 ACRESM.C.C.D. 2007027527

O.P.R.M.C.T.

DONNA SOUTHWELLCALLED 6.49 ACRESM.C.C.D. 2007036217

O.P.R.M.C.T.

JONATHANG. PERKINS

CALLED 0.631ACRE

M.C.C.D.2015031890O.P.R.M.C.T.

COUMAN COUMANOVAND SPOUSE, ROUGINA

COUMANOVTRACT ONE

CALLED 5.00 ACREM.C.C.D. 2006039785

O.P.R.M.C.T.

CITY OF HEWITT, TEXASCALLED 2.62 ACRESM.C.C.D. 2001008812

O.P.R.M.C.T.

MIDWAY INDEPENDENT SCHOOL DISTRICTCALLED 56.288 ACRESM.C.C.D. 2015018132

O.P.R.M.C.T.

LAKEFIELD HOMES, LTD.CALLED 65.095 ACREsM.C.C.D. 2016004829

O.P.R.M.C.T.

LAKEFIELD HOMES, LTD.CALLED 65.095 ACREsM.C.C.D. 2016004829

O.P.R.M.C.T.

RICHARD C.YOUNG, LEE E.

HELM ANDJIMMY C. DAVISCALLED 7.640

ACRESVOLUME 1859,

PAGE 879D.R.M.C.T.

LEE E. HELMAND

RICHARDYOUNGCALLED

7.650 ACRESM.C.C.D.

2012035443O.P.R.M.C.T.

JERRY ABRUCE AND

WIFE, LESLEYJ. BRUCE

CALLED 6.63ACRES

VOLUME 1343,PAGE 311D.R.M.C.T.

C. C. SIRKEL, JR.AND WIFE,

LINDA K. SIRKELCALLED 8.213

ACRESVOLUME 1776,

PAGE 588D.R.M.C.T.

MICHAEL D.HOLDER

AND WIFE,LINDA A.HOLDER

CALLED 8.22ACRES

VOLUME 382,PAGE 866

O.P.R.M.C.T.

RITCHIE ROADSELF

STORAGE, LLCCALLED 8.22

ACRESM.C.C.D.

2016042412O.P.R.M.C.T.

LISABRASHEAR,BRADLEY

EARLCANON

ANDDIANNE

ELIZABETHHARRISCALLED

3.995ACRES

M.C.C.D.2016024354O.P.R.M.C.T.

IVANGREEN

ANDWIFE,JUDY

GREENCALLED

2.051ACRES

M.C.C.D.2005032546O.P.R.M.C.T.

ALLISON NELSON EARLE, IIICALLED 199.40 ACRES

VOLUME 429, PAGE 673D.R.M.C.T.

COUMAN COUMANOVAND SPOUSE, ROUGINA COUMANOV

TRACT ONECALLED 5.00 ACRE

M.C.C.D. 2006039785O.P.R.M.C.T.

WBW DEVELOPMENT GROUP,LLC - SERIES 006REMAINDER OF

CALLED 151.58 ACRESM.C.C.D. 2015037527

O.P.R.M.C.T.

C133



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED

Know what's below. Call before you dig.


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018O

VERALL PRO

JECT LAYO

UT.D

WG

, C006 O

VERALL PRO

JECT LAYO

UT, 8/10/2018 9:26:42 AM

, jcannon




CITY OF WACO

OVERALL PROJECT LAYOUT

C006

GRAPHIC SCALE (FEET)

0 200 400 800

N

S

E

W

CITY OF HEWITT, TEXASRIGHT-OF-WAY

CALLED 0.679 ACREM.C.C.D. 2015031021

O.P.R.M.C.T.

CITY OF WACO, TEXASA MUNICIPAL CORPORATION

AND HOME RULE CITYCALLED 3.57 ACRESM.C.C.D. 2004007440

O.P.R.M.C.T.

GENERAL NOTESRITCHIE ROAD W. WARREN ST.

PANTHER WAY



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018STREET.D

WG

, C120 RITCH

IE RD

. - PAN

TH

ER W

AY SID

EW

ALK, 8/10/2018 9:27:27 AM

, jcannon




CITY OF WACO

C120

GRAPHIC SCALE (FEET)

0 3 6 12

RITCHIE RD. - PANTHER WAYSIDEWALK

N

S

E

W

N

S

E

W

KEY MAP

KEY NOTESWALL & LANDSCAPE NOTES

GENERAL NOTES



1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JPBPM

JPBJAC, CJK, JFJ

JPBCHECKED

DRAFTED

DESIGNED


G:\PRO

JECTS\1-03018\2 D

ESIG

N\2.0 CAD

\1-03018D

ETAILS_W

ACO

.D

WG

, C511 W

ACO

SIG

NAG

E D

ETAILS, 8/10/2018 1:53:28 PM

, jcannon




CITY OF WACO

WACO SIGNAGE DETAILS

C511A1 PROJECT DESIGNATION SIGN CONSTRUCTION STANDARDSCALE N.T.S.

Documents

Addendum No: 2 - City of Waco, Texas - Official Site...Closing Time: 2:00 P.M., August 17, 2018 Opening Time: 2:01 P.M., August 17, 2018 . Bid Opening Location: Purchasing Services