Addendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address

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CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.

1 CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas / Fax: 254 / Date: 11/6/17 RFB No: Commodity: Sidewalk Improvement Plans Closing Time: 2:00 P.M., November 9, 2017 Opening Time: 2:01 P.M., November 9, 2017 Bid Opening Location: Purchasing Services Office 1415 N. 4 th Street, Waco, TX Addendum No: 1 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. 1 PLEASE REVIEW THE FOLLOWING PAGES Firm: Address Signature of Person Authorized to Sign Bid: Signor's Name and Title (print or type): Date: Telephone: Fax:

4 Bid Proposal For Sidewalk Improvement Plans (ST0313, ST0314, ST0315, ST0316) Page 1 of 6 Item Est. Unit Unit Item No. Description Qty. Meas. Price Amount KENDRICK ELEMENTARY SCHOOL (ST0313) 1 MOBILIZATION 1 LS 2 EROSION CONTROL IMPLEMENTATION 1 LS 3 TRAFFIC CONTROL PLAN 1 LS 4 TRAFFIC CONTROL IMPLEMENTATION 1 LS 5 CONSTRUCTION SURVEY STAKING 1 LS 6 REMOVE EXISTING CURB AND GUTTER 146 LF 7 CURB & GUTTER 64 LF 8 REMOVE EXISTING SIDEWALK 1664 SF 9 5' SIDEWALK (NON-REINFORCED) 1871 SF 10 5' SIDEWALK (REINFORCED) 34 SF 11 SIDEWALK (VARYING WIDTH) (REINFORCED) 1110 SF 12 CONCRETE SIDEWALK TIE-IN 20 SF 13 REMOVE EXISTING WHEELCHAIR RAMP 1 EA 14 CONCRETE DRIVE APPROACH 220 SF 15 REMOVE ASPHALT DRIVE APPROACH/SLAB 515 SF 16 CONCRETE DRIVE SLAB 235 SF 17 ASPHALT TIE-IN 34 LF 18 6" TOPSOIL AND BLOCK SOD 951 SF 19 REMOVE EXISTING RETAINING WALL 29 LF 20 6"-WIDE REINFORCED RETAINING WALL (VARYING HEIGHT) 251 LF 21 ADJUST ELECTRICAL JUNCTION BOX LID TO GRADE 1 EA 22 RELOCATE BENCH 1 EA 23 GRASS TIE-IN 10 LF 24 TXDOT TYPE 7 RAMP (REINFORCED) 1 EA 25 TXDOT TYPE 7 RAMP (NON-REINFORCED) 1 EA 26 TXDOT TYPE 10 RAMP (REINFORCED) 1 EA 27 REESTABLISH BOUNDARY PIN 1 EA All Pages of the Bid Proposal Should Be Returned

5 Page 2 of 6 28 ADJUST WATER METER COVER TO GRADE 2 EA 29 RELOCATE FIRE HYDRANT 1 EA 30 REMOVE TOP OF INLET 1 EA 31 REPLACE TOP OF INLET 1 EA TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK Proposal For Sidewalk Improvement Plans Item Description Est. Unit Unit Item No. Qty. Meas. Price Amount MOUNTAINVIEW ELEMENTARY SCHOOL (ST0314) 32 MOBILIZATION 1 LS 33 EROSION CONTROL IMPLEMENTATION 1 LS 34 TRAFFIC CONTROL PLAN 1 LS 35 TRAFFIC CONTROL IMPLEMENTATION 1 LS 36 CONSTRUCTION SURVEY STAKING 1 LS 37 REMOVE EXISTING CURB AND GUTTER 33 LF 38 CURB AND GUTTER 4 LF 39 REMOVE EXISTING SIDEWALK 280 SF 40 5' SIDEWALK (NON-REINFORCED) 1,902 SF 41 CONCRETE SIDEWALK TIE-IN 27 SF 42 TXDOT TYPE 7 RAMP (NON-REINFORCED) 3 EA 43 TXDOT TYPE 10 RAMP (NON-REINFORCED) 2 EA 44 TXDOT TYPE "D" FLUSH LANDING (NON-REINFORCED) 2 EA 45 REMOVE ASPHALT DRIVE 432 SF 46 CONCRETE DRIVE APPROACH 327 SF 47 CONCRETE DRIVE SLAB 105 SF 48 ASPHALT TIE-IN AT DRIVE SLAB 21 LF 49 RELOCATE EXISTING SIGN 1 EA All Pages of the Bid Proposal Should Be Returned

6 Page 3 of 6 50 RE-ESTABLISH BOUNDARY PIN 1 EA REFL PAV MRK TY I (W) 24" (SLD)(090MIL) 100 LF TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK Proposal For Sidewalk Improvement Plans Item Description Est. Unit Unit Item No. Qty. Meas. Price Amount TENNYSON MIDDLE SCHOOL (ST0315) 52 MOBILIZATION 1 LS 53 EROSION CONTROL IMPLEMENTATION 1 LS 54 TRAFFIC CONTROL PLAN 1 LS 55 TRAFFIC CONTROL IMPLEMENTATION 1 LS 56 CONSTRUCTION SURVEY STAKING 1 LS 57 REMOVE EXISTING CURB AND GUTTER 318 LF 58 CURB AND GUTTER 296 LF 59 REMOVE EXISTING SIDEWALK 1,951 SF 60 6' SIDEWALK (REINFORCED) 395 SF 61 6' SIDEWALK (NON-REINFORCED) 1,863 SF ' SIDEWALK (NON-REINFORCED) 1,900 SF 63 CONCRETE SIDEWALK TIE-IN 21 SF 64 REMOVE EXISTING WHEELCHAIR RAMP 1 EA 65 TXDOT TYPE 7 RAMP (NON-REINFORCED) 2 EA 65A TXDOT TYPE 1 RAMP (NON-REINFORCED) 1 EA 66 TXDOT TYPE "D" FLUSH LANDING 1 EA 67 RELOCATE EXISTING SIGN 4 EA 68 RELOCATE EXISTING BENCH 1 EA 69 ADJUST ELECTRICAL JUNCTION BOX LID TO GRADE 2 EA REFL PAV MRK TY I (W) 24" (SLD)(090MIL) FOR CROSSWALK 170 LF 71 CURB STOP 20 EA All Pages of the Bid Proposal Should Be Returned

7 Page 4 of 6 72 REMOVE INLET TOP 2 EA 73 REPLACE INLET TOP TO CONFORM TO ADA STANDARDS 2 EA TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK Proposal For Sidewalk Improvement Plans Item Description Est. Unit Unit Item No. Qty. Meas. Price Amount WOODGATE INTERMEDIATE SCHOOL (ST0316) 74 MOBILIZATION 1 LS 75 EROSION CONTROL IMPLEMENTATION 1 LS 76 TRAFFIC CONTROL PLAN 1 LS 77 TRAFFIC CONTROL IMPLEMENTATION 1 LS 78 CONSTRUCTION SURVEY STAKING 1 LS 79 REMOVE EXISTING CURB AND GUTTER 220 LF 80 CURB AND GUTTER 161 LF 81 REMOVE EXISTING SIDEWALK 557 SF 82 5' SIDEWALK (NON-REINFORCED) 5826 SF 83 6' SIDEWALK (NON-REINFORCED) 3810 SF 84 TXDOT TYPE 7 RAMP (NON-REINFORCED) 6 EA 85 TXDOT TYPE 10 RAMP (NON-REINFORCED) 1 EA 86 TXDOT TYPE D SHARED FLUSH LANDING (NON-REINFORCED) 1 EA 87 CONCRETE SIDEWALK TIE-IN 10 SF 88 DETECTABLE WARNING STRIP (WHERE NO RAMP IS REQUIRED) 78 SF 89 REMOVE EXISTING WHEELCHAIR RAMP 5 EA 90 REMOVE CONCRETE DRIVE SLAB 472 SF 91 CONCRETE DRIVE SLAB (REINFORCED) 678 SF All Pages of the Bid Proposal Should Be Returned

8 Page 5 of " TOPSOIL AND BLOCK SOD 265 SF 93 RELOCATE EXISTING SIGN 5 EA 94 REMOVE CONCRETE DRIVE APPROACH 897 SF 95 CONCRETE DRIVE APPROACH 707 SF 96 ADJUST ELECTRICAL JUNCTION BOX LID TO GRADE 1 EA 97 BRUSH REMOVAL/ HAUL AWAY NEAR STA ON BOTH SIDES 1 LS 98 CONCRETE DRIVE SLAB TIE-IN 82 SF 99 RE-ESTABLISH BOUNDARY PIN 1 EA 100 PEDESTRIAN DETECT PUSH BUTTON (APS) 2 EA 101 RELOCATE PEDESTRIAN BUTTON ON EX SIGNAL 2 EA 102 REFL PVMT MRK TYI (WORD) (90MIL) 2 EA 103 REMOVE TOP OF INLET 1 EA 104 REPLACE TOP OF INLET (TO ADA STANDARDS) 1 EA 105 RE-GRADE AND STABILIZE GROUND AT HEADWALLS 12 CY 106 4" CONCRETE PAVEMENT AT HEADWALLS 160 SF 107 PEDESTRIAN HANDRAIL 47 LF TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK Proposal For Sidewalk Improvement Plans Item Description Est. Unit Unit Item No. Qty. Meas. Price Amount ADD ALTERNATE #1: KENDRICK RETAINING WALL SAFETY FENCE 108 3' HIGH 8-GAUGE BLACK VINYL FINISH CHAINLINK FABRIC WITH 1 5/8" DQ40 TOP RAIL, 1 7/8" DQ40 LINE POSTS, AND 2 3/8" DQ40 CORNER/END POSTS, SPACED AS RECOMMENDED BY MANUFACTURER " THICK, 6" WIDE CONCRETE MOW STRIP BEHIND RETAINING WALL 240 LF 177 SF All Pages of the Bid Proposal Should Be Returned

9 Page 6 of 6 TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK TOTAL AMOUNT OF BID FIRM NAME: BY (SIGNED): TITLE: ADDRESS: Contractor acknowledges and agrees that the official TOTAL AMOUNT OF BID is determined by multiplying the 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 should be either written legibly or typed. Any mistakes should be rewritten and initialed by the Contractor. All Pages of the Bid Proposal Should Be Returned

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12CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE