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Home My WebLink AboutR2026-055 20260316RESOLUTION NO. R2026-55 A Resolution of the City Council of the City of Pearland, Texas, approving a Change Order with Conrad Construction Co., LTD., in the amount of $117,572.37 (total contract amount of $5,543,110.87), associated with the Industrial Drive Reconstruction Project. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain change order associated with the Industrial Drive Reconstruction Project, a copy of which is attached hereto as Exhibit “A” and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a change order associated with the Industrial Drive Reconstruction Project. PASSED, APPROVED and ADOPTED this the 16th day of March, A.D., 2026. _________________________________ J.KEVIN COLE MAYOR ATTEST: ________________________________ FRANCES AGUILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: ________________________________ LAWRENCE G. PROVINS CITY ATTORNEY Docusign Envelope ID: 0B27859C-80D5-4438-95BE-FB1CB6D9F24A Bid Item By: By: By: By: *Contractor agrees to perform change(s) included in the Change Order for the price and time indicated. The prices for changes included all costs associated with this Change Order. No work is to be done until this change order is executed. No payment to the Contract (or Consultant) shall be made for work included in the change order until the Contractor's pay estimate is updated. Revise the project plans and specifications as referenced and insofar as the original project drawings and specifications are inconsistent, this Change Order governs. Upon execution by all parties, the following changes identifies for the contract value and/or contract time shown, are made part of the contract. Consultant Construction Manager ACCEPTED*: APPROVED: Date Date 276 Days Date Date Contractor Owner 4.4 (32,340.00)$ Days Total Change Orders:117,572.37$ Back-up documentation attached. Cost & Time Change Summary Cost Time Original Contract:5,425,538.50$ 270 Days Previous Change Order(s):-0 Days Contract prior to this Change Order:5,425,538.50$ 270 Days 4.6 94,760.00$ Days PP#3 2,240.00$ DaysRFI#2&316LF add of 18” RCP Consultant:Cobb Fendley & Associates P.O. No.: 2026-661 Explanation: This change order encompasses the following: RFI’s 1, 2, 3, 5, 7, 8 & 10. Description of Work Cost Time CITY OF PEARLAND PROJECTS DEPARTMENT 3519 Liberty Drive Pearland, TX 77581 CHANGE ORDER Date of Issuance:03/16/2026 Change Order No.: 1 Contractor:Conrad Construction Co. LTD CoP Project No.: EDC177 Net increase (decrease) from this Change Order:117,572.37$ 6 Days Revised Contract:5,543,110.87$ Finance Approval: Date RECOMMENDED: RECOMMENDED: 5.2 7,820.00$ Days 1 EA increase of 8” water line wet connection 68LF increase of 8” waterline 1 EA increase of 8” gate valve 1 EA reduction of 12” water line wet connect 5.1 (990.00)$ Days Days 5.8 3,000.00$ Days 5.4 (38,000.00)$ Days 5.5 3,700.00$ Days Days 2.8 (5,038.00)$ Days PP#1 13,490.05$ Days 2.2 59,860.00$ Days 1 EA add of 12” water line tapping sleeve and valve 164 TONS increase of hydrated lime Days 4.17 (8,000.00)$ Days 4.22 3,750.00$ Days Days Industrial Drive Reconstruction 184LF increase of 6’x2’ RCB RFI#1-3 -Days -Days 9.2 (5,537.00)$ Days 1 Days PP#2 18,796.36$ 5 - PP#4 5,855.96$ 2.6 (2,295.00)$ 5.7 (3,500.00)$ 1 add Cast In Place Box and relocation of an AT&T utility 974 SY deduction of 1.5” asphalt overlay for SH35 2 EA increase of access manhole tops to the 6x2 RCB RFI#8 RFI#10 RFI#3 RFI#5 RFI#5 RFI#5 255 LF reduction of sidewalk 458 SF reduction of driveway paving 1 EA reduction of sidewalk bridge 1 EA increase of armor curb slot RFI#7 RFI#7 RFI#7 132LF deduction of triple arch pipe 9LF reduction of 12” waterline 8 EA reduction of 12” gate valves RFI#5 RFI#5 RFI#5 RFI#5 RFI#6 RFI#7 2/27/2026 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 3/18/2026 | 9:10 AM PDT 3/20/2026 | 9:25 AM CDT 3/20/2026 | 4:40 PM CDT CITY OF PEARLAND PROJECTS DEPARTMENT 3519 Liberty Drive Pearland, Texas 77581 www.pearlandtx.gov/projects CHANGE ORDER JUSTIFICATION Industrial Drive Reconstruction Paving, Drainage, & Water Line Improvements, West of SH35 Project No. EDC 177 This change order encompasses the following: RFI’s 1, 2, 3, 5, 6, 7, 8 & 10. • RFI #1: During the production of the 6’x2’ box culverts the manufacturer calculated a total of 3,696LF of box needed per the approved plans, however, Bid Item 4.6 listed a quantity of 3,532LF. Engineer of Record confirmed the total quantity needed to increase by 164LF, resulting in an increase of $84,460. o Item 4.6: +164 LF 6x2 box x $515 = $84,460 • RFI #2: During the production of the box sections, the manufacturer noted that the T-structure that ties into the side of the box culverts would not be possible to fabricate due to the structural design of the proposed structure and effectively leaving an open side in the box. They recommended using a junction box rather than a T-structure. Engineer of Record acknowledged the structural integrity concerns and updated the sheet 29 to remove the T-structure and replace with 18” RCP to tie into the box culvert. (PP#3) o Item 4.6: -12 LF 6x2 box x $515 = -$6,180 o New Item: +8 LF 18” RCP x $140 = $1,120 • RFI #3: Similar issue to RFI #2, Engineer of Record acknowledged the structural integrity concerns and updated plan sheet 28 to remove the triple arch pipe and replace with 6x2 boxes. (PP#3) o Item 4.4: -132 LF arch pipe x $245 = -$32,340 o Item 4.6: +32 LF 6x2 box x $515 = $16,480 o New Item: +8 LF 18” RCP x $140 = $1,120 • RFI #5: Waterline, valves and connection quantities updated per field conditions. Originally a wet connection was planned for tying into the existing waterline, Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 however, it was determined both ends of Industrial Drive, east and west of SH35, would be impacted from isolating the waterline to make the connection, which could take an extended period of time. To avoid the impact to water users, a tapping sleeve and value (TS&V) is proposed, which can be installed on an active line, instead of the wet connection. (PP#1) o Item 5.1: -9LF 12” waterline x $110 = -$990 o Item 5.2: +68LF 8” waterline x $115 = $7,820 o Item 5.4: -8 EA 12” gate valves x $4,750 = -$38,000 o Item 5.5: +1 EA 8” gate valve x $3,700 = $3,700 o Item 5.7: -1 EA 12” water line wet connect x $3,500 = -$3,500 o Item 5.8: +1 EA 8” water line wet connection x $3,000 = $3,000 o New Item: +1 EA 12” water line TS&V = $13,490.05 • RFI #6: The Lime Determination report provided by the construction materials testing lab called for over double the amount of hydrated lime treatment for the soils as was called for in the original geotechnical study performed at the beginning of design. Upon further investigation it was determined the original lime recommendation (6%) was based on the surficial soils below the existing pavement, however, the samples collected during the construction were 2 feet below existing grade and indicated higher PI values, which would require a higher lime content. The initial assumption led to an insufficient amount of lime planned for the project. Engineer of record acknowledged the discrepancy and has estimated approximately 164 tons of additional lime will be needed on the project, resulting in an increase of $59,860. Only the actual amount of lime used will be charged against the project. o Item 2.2: +164 TONS lime x $365 = $59,860. • RFI #7: Adjustments were made to the sidewalk terminating at the cul-de-sac, reducing associated quantities. o Item 2.6: -255 LF sidewalk x $9 = -$2,295 o Item 2.8: -458 SF driveway paving x $11 = -$5,038 o Item 4.17: -1 EA sidewalk bridge x $8,000 = -$8,000 o Item 4.22: +1 EA armor curb slot x $3,750 = $3,750 • RFI #8: Approved plans did not show manhole access locations at two 6x2 box bends as required per City specifications, resulting in an addition of two manhole access tops to the project. (PP#4) o New Item: 2 EA manhole access tops = $5,855.96 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 • RFI #10: Two 24” parallel storm pipes were uncovered along the east side of SH35 where the project’s new storm pipe is proposed to cross SH35 and outfall into Industrial’s roadside ditch. An ATT ground box was also uncovered and found to be in conflict. Engineer of Record acknowledged the conflicts and the need for a cast-in-place storm box to be installed to connect the pipe crossings, and need to relocate the ATT ground box, resulting in an increase of $18,796.36. (PP#2) o New Item: 1 LS cast in place box = $18,796.36 • Asphalt Overlay: The project includes asphalt replacement for the crossing of the new storm line across SH 35, both in part and in full depending on the timing of TxDOT’s plans to overlay the asphalt on SH35. TxDOT would require the entire intersection to be overlayed if the City’s open cut occurred after TxDOT’s overlay. Since the contractor has completed the crossing prior to TxDOT’s overlay, the line item for the full overlay is no longer needed, resulting in a deduction of $5,537. o Item 9.2: -974 SY 1.5” asphalt overlay for SH35 = -$5,537 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10 Docusign Envelope ID: B5747A86-5B14-491B-9D96-B7B91296EB10