Date: 3/7/18 RFB No: Commodity: Wastewater System Improvements FY 16/17 Phase 12 Herring Sedwick Sewer Phase II.

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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: 3/7/18 RFB No: Commodity: Wastewater System Improvements FY 16/17 Phase 12 Herring Sedwick Sewer Phase II Closing Time: 2:00 P.M., March 13, 2018 Opening Time: 2:01 P.M., March 13, 2018 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:

2 CITY OF WACO Public Works Department Engineering Division P. O. Box 2570 Waco, TX / Fax: 254/ Wastewater System Improvements FY16/17 Phase XII Herring/Sedwick Sewer Phase II ADDENDUM #1 March 07, 2018 Contract Documents 1. The Memorandum of Agreements (MOA) and easements are included here within this addendum. Outside of those items identified in the Bid Proposal, all costs associated with satisfying the MOAs will be subsidiary to various bid items at the contractor s expense. 2. Unless otherwise stated, the city will not pay for the cost of replacing an existing fence to a new fence. If the contractor identifies that the existing fence is not able to be temporarily taken down and then able to be put back up, the contractor shall be responsible for the all costs associated with a new fence. 3. Concerning 530 Herring Avenue: 3.1. Bid Item #24 has been changed to read: Remove 4 trees, level ground, cover with seed or sod & replace existing 530 Herring Avenue. See Sht. C101 & Special Project Provision Special Project Provision 1.10 has been changed to read: Contractor to remove existing wood fence along the back of 530 Herring Avenue (Melissa & Tory Schafer, no phone number) and replaced in its original location. Remove three trees and one dead tree along the back fence. All fencing must be restored to its existing condition or better A note has been added to Sheet 101 to reflect these changes. Questions 4. Question: Are working hours constrained due to location of project? Answer: No but working hours will be in accordance with city ordinance. 5. Question: Is the contractor responsible for paying for city inspector s overtime if working on a weekend? Answer: No but if weekend work is to be requested, the request must be made in writing prior to 5 p.m. the Wednesday before. 6. Question: Does the manhole at have to poured-in-placed? Answer: No. The manhole at can be precast but Bid Item #28 will still be used for payment. 7. Question: Will the tree and treehouse at 517 Proctor Avenue both need to be relocated outside of the easement? Answer: The treehouse shall be placed outside of the easement at 517 Proctor Avenue for the property owner s use. Per the city s agreement with the owner for the easement, see the attached MOA with the Rios, a tree will not be required as the owner was reimbursed for removal of the tree as part of the easement. The tree can be completely removed. Page 1 of 2

3 8. Question: Are there any photos of the brick pit at 519 Proctor Avenue? Answer: A photo of the brick pit at 519 Proctor Avenue is part of this addendum. 9. Question: Has the Right of Entry been received for every property? Answer: No but every property has either the Right of Entry or a City Sanitary Sewer easement or both for the alignment of the project. 10. Question: Is there a location to store material/spoil? Answer: The contractor is responsible for identifying the best location. The city is no longer allowing for city lots to be utilized. 11. Question: Is a SWP3 submittal required for construction? Answer: The city has included an erosion control plan (ECP) in the plan set. This is intended to be the minimum in satisfying the requirements required by state law and local specifications. If more is required outside of the ECP that has been developed it shall be the contractor s responsibility, and expense, to satisfy those requirements. 12. Question: Will a bid item be added for Special Project Provision #1.5? Answer: No. Per Sheet C101 states that the property owner will relocate the storage shed at 526 Herring Avenue. Bid Items 18 and Question: Is the project accessible from both ends of the project alignment? Answer: The project is accessible from both ends of the project alignment. 14. Question: Is this project scheduled for 60 calendar days or 60 working days? Answer: The project schedule is 60 working days. ALL BIDDERS MUST ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED IN THE PROPOSAL FORM ON THE SHEET LABELED SUBMISSION OF BID/PROPOSAL AND ACKNOWLEDGMENT OF ADDENDA. Patrick N. Rodgers, P.E. City of Waco Public Works Department Project Manager Page 2 of 2

4 Bid Proposal For Wastewater System Improvements FY16/17 Phase 12-Herring Sedwick Sewer Phase II (61WW001293) Page 1 of 3 Item Est. Unit Unit Item No. Description Qty. Meas. Price Amount HERRING SEDWICK SEWER PHASE II 1 Mobilization 1 LS 2 Erosion Control Implementation 1 LS 3 Confined Space Plan 1 LS 4 Confined Space Implementation 1 LS 5 Traffic Control Plan 1 LS 6 Traffic Control Implementation 1 LS 7 Trench Safety Plan 1 LS 8 Trench Safety System Implementation 450 LF 9 Video Newly Built Sewer Lines 450 LF 10 Remove Existing Curb and Gutter 36 LF 11 Curb and Gutter 36 LF 12 Remove Existing Sidewalk 63 SF 13 4' Reinforced Sidewalk 128 SF 14 Concrete Sidewalk Tie-In (Reinforced) Proposed Manhole Adjusted to Grade 33 SF ' X 6" Retaining Wall (Reinforced) 50 LF 16 REMOVE 6' HIGH WOOD FENCE, REMOVE/REPLACE PECAN TREE WITH PLAYHOUSE, & REMOVE PROCTOR. SEE SHT. C100 & Special Project Provision LS 17 REMOVE/RELOCATE CHAIN LINK FENCE, & REMOVE PROCTOR. SEE SHT. C100 & Special Project Provision LS REMOVE/RELOCATE WOOD 522 HERRING. SEE SHT. C100 & Special Project Provision LS REMOVE/RELOCATE CHAIN LINK FENCE WITH 4' GATE, REMOVE/RELOCATE BRICK PIT & CONCRETE SLAB, REMOVE/HAUL OFF 1 TREE, 1 NANDIA SHRUB & CONCRETE 519 PROCTOR. SEE SHT. C101 & Special Project Provision LS REMOVE EX. 525 Proctor Ave. See Sht. C101 & Special Project Provision LS REMOVE EX. 529 Proctor Ave. See Sht. C101 & Special Project Provision LS All Pages of the Bid Proposal Should Be Returned

5 22 REMOVE EX. 531 Proctor Ave. See Sht. C101 & Special Project Provision LS Page 2 of 3 23 REMOVE/RELOCATE WOOD 526 HERRING. SEE SHT. C101 & Special Project Provision LS REMOVE 4 TREES, LEVEL GROUND, COVER WITH SEED OR SOD, & REMOVE & REPLACE EXISTING 530 HERRING. SEE SHT. C101 & Special Project Provision LS REMOVE/RELOCATE STORAGE UNIT ON NATURAL GROUND, RELOCATE 2 DECORATIVE 536 HERRING. SEE SHT. C101 & Special Project Provision LS 8" SDR-26 PVC ASTM-2241 (5'-10' Trench) Including Excavation & all Backfill 2 LF 8" SDR-26 PVC ASTM-2241 (5'-10' Trench) Including Excavation & all Backfill (O.S.T.) 448 LF 28 4' Diameter Cast in Place Manhole (0'-5' Deep) w/standard Cover 1 EA 29 4' Diameter Manhole (0'-5' Deep) with Standard Cover 2 EA 30 Extra Depth for 4' Diameter Manhole Over 5' Deep 8 VF 31 Remove Existing Sanitary Sewer Manhole 1 EA 32 Connect Existing 8" Sewer to Proposed Manhole 1 EA 33 Plug Ex. 8" Sanitary Sewer 4 EA " (Min) Sanitary Sewer Service with 2-Way Cleanout and Connect to Private Service 13 EA 4" (Min) Sanitary Sewer Service with 2-Way Cleanout and Not Connected to Private Service 4 EA 36 End of Line Sweeping Cleanout 1 LS 37 Utility Signage (Ref. Standard Detail G-9) 2 EA 38 By-Pass Pumping 1 LS 39 Relocate Water Meter 1 EA TOTAL: TOTAL AMOUNT OF MATERIALS TOTAL AMOUNT OF LABOR & EQUIPMENT TOTAL AMOUNT OF BID All Pages of the Bid Proposal Should Be Returned

6 Page 3 of 3 I WILL USE THE FOLLOWING SUBCONTRACTORS FOR THIS WORK: SUBCONTRACTOR TYPE OF WORK 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

PRE-BID MEETING MINUTES/ADDENDUM #1 S. LAKEVIEW DRIVE DRAINAGE IMPROVEMENT PROJECT BID NUMBER PW

January 12, 2017 To Whom It May Concern: I. INSTRUCTIONS PRE-BID MEETING MINUTES/ADDENDUM #1 S. LAKEVIEW DRIVE DRAINAGE IMPROVEMENT PROJECT BID NUMBER 17-0023PW A. The following additions, deletions, revisions,