The URL can be used to link to this page

Home My WebLink AboutStaff Report 13600 ŝƚǇŽĨWĂůŽůƚŽ;/ηϭϯϲϬϬͿ ŝƚǇŽƵŶĐŝů^ƚĂĨĨZĞƉŽƌƚ DĞĞƚŝŶŐĂƚĞ͗ϭϮͬϭϯͬϮϬϮϭ City of Palo Alto Page 1 dŝƚůĞ͗ƉƉƌŽǀĂůŽĨŽŶƚƌĂĐƚEƵŵďĞƌϮϬϭϴϮϮϬϬtŝƚŚƌĂƚƵƐ͕/ŶĐ͘ŝŶƚŚĞ ŵŽƵŶƚŽĨΨϯ͕ϰϰϰ͕ϯϬϮĨŽƌ^ĂŶŝƚĂƌǇ^ĞǁĞƌZĞƉůĂĐĞŵĞŶƚWƌŽũĞĐƚϯϬ;tͲ ϭϳϬϬϭͿŝŶƚŚĞsĞŶƚƵƌĂ͕ŚĂƌůĞƐƚŽŶDĞĂĚŽǁƐ͕&ĂŝƌŵĞĂĚŽǁ͕ĂŶĚWĂůŽsĞƌĚĞ EĞŝŐŚďŽƌŚŽŽĚƐ͖ƵƚŚŽƌŝǌĂƚŝŽŶĨŽƌƚŚĞŝƚǇDĂŶĂŐĞƌƚŽEĞŐŽƚŝĂƚĞĂŶĚǆĞĐƵƚĞ ZĞůĂƚĞĚŚĂŶŐĞKƌĚĞƌƐEŽƚͲƚŽͲǆĐĞĞĚΨϯϰϰ͕ϰϯϬ͕ĨŽƌĂdŽƚĂůEŽƚͲƚŽͲǆĐĞĞĚ ŵŽƵŶƚŽĨΨϯ͕ϳϴϴ͕ϳϯϮ͖ĂŶĚƉƉƌŽǀĂůŽĨƵĚŐĞƚŵĞŶĚŵĞŶƚƐŝŶƚŚĞ tĂƐƚĞǁĂƚĞƌŽůůĞĐƚŝŽŶ&ƵŶĚ &ƌŽŵ͗ŝƚǇDĂŶĂŐĞƌ >ĞĂĚĞƉĂƌƚŵĞŶƚ͗hƚŝůŝƚŝĞƐ ZĞĐŽŵŵĞŶĚĂƚŝŽŶ Staff recommends that Council: 1. Approve and authorize the City Manager or their designee to execute the attached contract C22182200 (Linked Document) with Cratus, Inc. in an amount not-to-exceed $3,444,302 for the Sanitary Sewer Replacement Project 30 (WC-17001) capital improvement project in the Ventura, Charleston Meadows, Fairmeadow, and Palo Verde neighborhoods. 2. Approve and authorize the City Manager or their designee to negotiate and execute one or more change orders to the contract with Cratus, Inc. for related additional but unforeseen work, which may develop during the project, the total value of which shall not exceed $344,430 or 10% of the contract amount. The total not-to-exceed amount is $3,788,732, which includes contract amount of $3,444,302 and a 10% contingency of $344,430. 3. Amend the Fiscal Year 2022 Budget Appropriation Ordinance for the Wastewater Collection Fund (requires a 2/3 vote) by: a. Increasing the Sanitary Sewer Replacement Project 30 (WC-17001) CIP budget by $134,463; and b. Decreasing the Wastewater Collection Fund Capital Improvement Projects Reserve by $134,463. 6 Packet Pg. 24 City of Palo Alto Page 2 ĂĐŬŐƌŽƵŶĚ This project is part of the Council approved Capital Improvement Program designed to ensure reliable wastewater services for the City of Palo Alto residents and customers, implementing high-priority rehabilitation, augmentation, and lateral replacement work which reduces inflow of rainfall and groundwater into the collection system. Using the data from a past sewer main cleaning and video inspection project and on-going routine maintenance reports provided by Utility Operations, staff has identified sewer mains in the Ventura, Charleston Meadows, Fairmeadow, and Palo Verde neighborhoods as needing rehabilitation. The planned areas are prioritized based on system maintenance needs, the Public Works street paving program, and the goals of the Sanitary Sewer Management Plan. ŝƐĐƵƐƐŝŽŶ Project Description The scope of this contract includes replacement of approximately 10,119 linear feet of sanitary sewer mains of various sizes and replacement/rehabilitation of 38 sewer manholes in the Ventura, Charleston Meadows, Fairmeadow, and Palo Verde neighborhoods. The scope for WC- 17001 includes a portion of the Sanitary Sewer Replacement Project 29 (WC-16001) scope that was removed from WC-16001 due to time constraints. The existing Vitrified Clay Pipe (VCP) mains will be replaced with High-Density Polyethylene (HDPE) pipe. In addition, 278 existing City-owned sewer service laterals and cleanouts will be replaced with new 4” and 6” HDPE service laterals and cleanouts. All new service laterals will be installed from the new sewer main (usually located in the street) to the new sewer cleanouts (located in the City’s right-of- way, usually in a planting strip or behind the sidewalk). Any landscaping that may be removed as part of the work will be restored in kind when construction is completed. In order to minimize disruption during construction, work will generally be performed from 8:00 AM to 5:00 PM, Monday through Friday. No construction work will be allowed during the two-week period between December 19, 2022 and January 2, 2023. The construction period for each location will vary depending on the extent of work to be done; residents can expect construction in their area to last a minimum of one month. Prequalification California Public Contract Code section 20101 and City Policy and Procedure 1-44 (Prequalification of Contractors) permit public agencies to pre-qualify prospective bidders on public works projects for a single project or for a one-year period, in order to determine whether bidders demonstrate the quality, financial fitness, capacity, and experience to perform work successfully and on time. Public agencies may use model questionnaires and rating guidelines created by the California Department of Industrial Relations, or they may customize them to suit their specific needs for each project. Staff worked with the City’s attorneys to modify the DIR’s questionnaire and rating system, using objective criteria applied uniformly to each prospective bidder. On August 25, 2021, staff posted a notice inviting general contractors to submit prequalification questionnaires through 6 Packet Pg. 25 City of Palo Alto Page 3 the City’s eProcurement system. The invitation was open for 15 calendar days. On September 9, 2021, ten (10) general contractors submitted prequalification questionnaires. Staff conducted reference checks based on the list of projects submitted by the contractors and scored each questionnaire according to set of objective criteria that was established prior to publishing the notice inviting prequalification. Eight (8) of the ten (10) contractors were deemed prequalified. Bid Process On August 26, 2021, the City posted a notice inviting formal bids (IFB) for the Sanitary Sewer Replacement Project 30 on the City’s electronic procurement system, PlanetBids. The bidding period was 36 calendar days. Three contractors submitted bids on October 18, 2021 as listed on the attached Bid Summary (Linked Document). /EDͬEhDZ ^E/dZz^tZZW>DEdWZK:d ϯϬ͕/WtͲϭϳϬϬϭ͕/&EhDZϭϴϮϮϬϬ Proposed Length of Project 155 working days Number of Bids Mailed to Contractors 0 (electronic documents were available in PlanetBids) Number of Bids Mailed to Builder’s Exchanges 0 Total Days to Respond to Bid 36 Pre-Bid Meeting? Yes (Mandatory) Number of Prequalified Company Attendees at Pre-Bid Meeting 5 Number of Bids Received: 3 Bid Price Range $3,444,302 to $3,578,000 *Bid summary provided in Linked Document. Staff has reviewed the submitted bids and recommends that the bid of $3,444,302 submitted by Cratus, Inc. be accepted and that Cratus, Inc. be declared the lowest responsible and responsive bidder. The bid is approximately 6.7 percent above the staff engineer's estimate of $3,227,257. The contingency amount of $344,430, which equals 10 percent of the total contract, is requested for additional unforeseen work that may develop during the project. Additional work is possible with construction projects because during construction there may be previously unknown obstructions or ground conditions that require changes in how construction will proceed, leading to change orders that may create additional costs. A contingency fund is necessary to prevent significant delays in the project to handle these unforeseen conditions, which could otherwise result in longer road closures and disruptions. Any unspent contingency funds are returned to reserves at the end of the project. Staff confirmed with the Contractor's State License Board that Cratus, Inc. has an active license on file. Staff checked references provided by Cratus, Inc. for previous work performed and received positive feedback from other agencies. Staff also confirmed that Cratus, Inc. is registered and in good standing with the Department of Industrial Relations (DIR). In addition, Cratus, Inc. has contracted with the City in the past on Utilities Department projects and has 6 Packet Pg. 26 City of Palo Alto Page 4 demonstrated the knowledge and ability needed to complete this project (SSR 30) on schedule and within budget. Critical Timeline for the 400 block of W. Charleston Road The sewer main in the 400 block of W. Charleston Road is of particular concern because sections of the sewer main pipe wall are missing. The timeline for completion of this project is critical due to the poor condition of the aging sewer mains and the risk that the sewer main on the 400 block of W. Charleston Road could collapse before it is replaced. In addition, delay in starting this project will delay work on the City’s Charleston/Arastradero Corridor Project (“Charleston Corridor Project”), which commenced in August 2021. The Charleston Corridor Project involves roadway improvements on a 2.3-mile heavily traveled east-west arterial connector for the southern portion of the City that serves 11 K-12 schools. One of the primary objectives of the Charleston Corridor Project is enhanced safety for K-12 students walking and biking to school. The Charleston Corridor Project includes the 400 block of W. Charleston Road, the locus of the severely compromised sewer main. The City’s Standard Drawings and Specifications, which apply to all such public infrastructure projects, apply a five-year moratorium on cutting into newly paved City streets “to maintain structural integrity and minimize pavement degradation.” Therefore, the 400 block of W. Charleston Road cannot be re-paved until the sewer main work on that block is completed. Because the sewer main must be replaced before the block can be repaved, delay in awarding the contract for the Sanitary Sewer Replacement Project 30 could delay completion of the Charleston Corridor Project, at additional cost to the taxpayers funding this work. ZĞƐŽƵƌĐĞ/ŵƉĂĐƚ Funds for the construction cost of $3,444,302 and the contingency amount of $344,430 are available in the FY 2022 Adopted Capital Budget for WC-17001, Wastewater Collection System Rehabilitation/Augmentation Project 30. However, an amendment in the Wastewater Fund is recommended to cover non-contract related costs associated with WC-17001. Staff recommends an appropriation of $134,463 in the FY 2022 Wastewater Collection CIP WC-17001 and offset by a reduction in the Wastewater Collection CIP reserve. The increased project need of $134,463 being requested is needed to account for economic fluctuations in construction costs, materials, staff cost increases over the past five years, and increased trench cut fees. ^ƵŵŵĂƌǇŽĨWƌŽũĞĐƚŽƐƚƐĨŽƌ^ĂŶŝƚĂƌǇ^ĞǁĞƌZĞƉůĂĐĞŵĞŶƚϯϬ;tͲϭϳϬϬϭͿ Actual to Date: Design and Pre-Construction Cost $277,883 Actual to Date: City Pre-Ordered Pipe (50% of sewer main pipe to avoid supply chain delay) $38,079 Actual to Date: Soil Compaction Testing $30,000 Remaining Pre-Construction Cost $28,487 Construction Costs $3,444,302 10% Contingency $344,430 Construction Management (Includes Engineering & Inspection staff Time) $346,573 Trench Cut Fees $147,024 6 Packet Pg. 27 City of Palo Alto Page 5 dŽƚĂůWƌŽũĞĐƚŽƐƚƐΨϰ͕ϲϱϲ͕ϳϳϴ Total Actuals to Date (design/pre-construction cost, pre-ordered pipe, and soil compaction testing) $345,962 WC-17001Current Remaining Budget Balance in FY 2022 $4,176,353 ĚĚŝƚŝŽŶĂů&ƵŶĚƐEĞĞĚĞĚΨϭϯϰ͕ϰϲϯ The size of this project significantly exceeds the City’s in-house construction resources making it necessary to contract out the work. WŽůŝĐǇ/ŵƉůŝĐĂƚŝŽŶƐ The approval of this contract is consistent with existing City policies including the Council approved 2018 Utilities Strategic Plan-Strategic Objectives: Priority 4: Financial Efficiency and Resource Optimization Tactical Action Plan, which established a proactive infrastructure replacement program, based on planned replacement before failure to support reliability and resiliency. Facing an evolving utility business environment, aging infrastructure needs, and sustainability objectives, CPAU must maintain a competitive position in the market. Remaining financially sustainable and competitive in the market while optimizing resources is key to maintaining and enhancing value to customers. ^ƚĂŬĞŚŽůĚĞƌŶŐĂŐĞŵĞŶƚ The project is located in the Ventura, Charleston Meadows, Fairmeadow, and Palo Verde neighborhoods of the City. Project locations are shown on Attachment C (Linked Document). The City will provide written notification to all affected property occupants by mail prior to the start of construction. The Contractor will also provide two written notifications of the work to all abutting property occupants, one at least 7 days prior to the commencement of work at their specific locations, and a second 24 hours prior to mobilization. ŶǀŝƌŽŶŵĞŶƚĂůZĞǀŝĞǁ This project is categorically exempt from California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines 15301 (repair, maintenance of existing facilities) and 15302 (replacement or reconstruction of existing facilities). ƚƚĂĐŚŵĞŶƚƐ͗ • ƚƚĂĐŚŵĞŶƚϲ͘Ă͗Attachment B: Bid Summary • Attachment6.b: Attachment C: Location Map 6 Packet Pg. 28 ATTACHMENT B - BID SUMMARY A. Base Bid Bid Description Bid Unit Unit Extended Unit Bid Unit Bid Unit Bid Item Qty Price Price Price Amount Price Amount Price Amount 1 Design, install and remove sheeting, shoring, bracing & other excavation supports.1 Lump sum $ 92,700.00 $ 92,700.00 140,000.00$ 140,000.00$ 98,000.00$ 98,000.00$ 30,000.00$ 30,000.00$ 2 Recycle asphalt, concrete and soil.1 Lump sum $ 45,000.00 $ 45,000.00 15,000.00$ 15,000.00$ 12,000.00$ 12,000.00$ 8,000.00$ 8,000.00$ 3 Replace existing 6-inch or 8-inch VCP with 8-inch HDPE pipe by pipe-bursting method.7,127 Linear Feet $ 160.00 $ 1,140,320.00 210.00$ 1,496,670.00$ 235.00$ 1,674,845.00$ 239.00$ 1,703,353.00$ 4 Replace existing 8-inch,10-inch, or 12-inch VCP with 10-inch HDPE pipe by pipe-bursting method.707 Linear Feet $ 170.00 $ 120,190.00 250.00$ 176,750.00$ 265.00$ 187,355.00$ 241.00$ 170,387.00$ 5 Replace existing 6-inch or 8-inch VCP with 8-inch HDPE pipe by open trench method.875 Linear Feet $ 540.00 $ 472,500.00 290.00$ 253,750.00$ 400.00$ 350,000.00$ 300.00$ 262,500.00$ 6 Replace existing 10-inch VCP with 12-inch HDPE pipe by open trench method.353 Linear Feet $ 630.00 $ 222,390.00 275.00$ 97,075.00$ 450.00$ 158,850.00$ 400.00$ 141,200.00$ 7 Replace existing 4-inch sewer lateral by pipe-bursting method. 82 Each $ 1,260.00 $ 103,320.00 1,600.00$ 131,200.00$ 900.00$ 73,800.00$ 2,500.00$ 205,000.00$ 8 Replace existing 4-inch sewer lateral by open trench method. 44 Each $ 3,870.00 $ 170,280.00 2,700.00$ 118,800.00$ 3,500.00$ 154,000.00$ 3,000.00$ 132,000.00$ 9 Replace existing 4-inch ACP sewer lateral by open trench method.14 Each $ 2,430.00 $ 34,020.00 2,900.00$ 40,600.00$ 3,600.00$ 50,400.00$ 3,200.00$ 44,800.00$ 10 Reconnect existing 4-inch lateral to new sewer main.115 Each $ 1,260.00 $ 144,900.00 800.00$ 92,000.00$ 500.00$ 57,500.00$ 1,500.00$ 172,500.00$ 11 Install new 48-inch manhole.7 Each $ 8,600.00 $ 60,200.00 8,000.00$ 56,000.00$ 8,000.00$ 56,000.00$ 7,000.00$ 49,000.00$ 12 Remove existing manhole and replace with new 48-inch manhole.21 Each $ 8,550.00 $ 179,550.00 8,500.00$ 178,500.00$ 8,500.00$ 178,500.00$ 7,000.00$ 147,000.00$ 13 Remove existing lamphole or flush inlet and replace with new 48- inch manhole. 1 Each $ 8,550.00 $ 8,550.00 8,500.00$ 8,500.00$ 8,000.00$ 8,000.00$ 7,000.00$ 7,000.00$ 14 Rehabilitate existing 48-inch manhole.4 Each $ 4,500.00 $ 18,000.00 4,000.00$ 16,000.00$ 6,000.00$ 24,000.00$ 2,000.00$ 8,000.00$ 15 Cleaning & video inspection of mains. 9,062 Linear Feet $ 5.00 $ 45,310.00 3.00$ 27,186.00$ 2.50$ 22,655.00$ 4.00$ 36,248.00$ 16 Sag Corrections. 5 Each $ 7,650.00 $ 38,250.00 4,000.00$ 20,000.00$ 5,000.00$ 25,000.00$ 8,000.00$ 40,000.00$ 17 ACP storage and disposal. 5 Cubic Yards $ 70.00 $ 350.00 500.00$ 2,500.00$ 800.00$ 4,000.00$ 200.00$ 1,000.00$ 18 Perform GPS survey. 1 Lump sum $ 20,702.00 $ 20,702.00 22,000.00$ 22,000.00$ 38,595.00$ 38,595.00$ 15,000.00$ 15,000.00$ TOTAL: $ 2,916,532.00 2,892,531.00$ 3,173,500.00$ 3,172,988.00$ B. Additive Alternate Bid Bid Description Bid Unit Unit Extended Unit Bid Unit Bid Unit Bid Item Qty Price Price Price Amount Price Amount Price Amount 19 Design, install and remove sheeting, shoring, bracing & other excavation supports. [LOMA VERDE AVE]1 Lump sum $ 10,260.00 $ 10,260.00 8,000.00$ 8,000.00$ 10,000.00$ 10,000.00$ 3,000.00$ 3,000.00$ 20 Recycle asphalt, concrete and soil. [LOMA VERDE AVE]1 Lump sum $ 630.00 $ 630.00 1,000.00$ 1,000.00$ 2,000.00$ 2,000.00$ 1,000.00$ 1,000.00$ 21 Replace existing 15-inch VCP with 18-inch HDPE pipe by pipe- bursting method. [LOMA VERDE AVE]698 Linear Feet $ 180.00 $ 125,640.00 500.00$ 349,000.00$ 300.00$ 209,400.00$ 300.00$ 209,400.00$ 22 Replace existing 4-inch sewer lateral by pipe-bursting method. [LOMA VERDE AVE]5 Each $ 1,260.00 $ 6,300.00 1,600.00$ 8,000.00$ 1,100.00$ 5,500.00$ 2,500.00$ 12,500.00$ 23 Replace existing 4-inch sewer lateral by open trench method. [LOMA VERDE AVE]2 Each $ 3,870.00 $ 7,740.00 2,700.00$ 5,400.00$ 2,800.00$ 5,600.00$ 3,000.00$ 6,000.00$ 24 Replace existing 4-inch ACP sewer lateral by open trench method. [LOMA VERDE AVE]7 Each $ 2,430.00 $ 17,010.00 2,900.00$ 20,300.00$ 3,000.00$ 21,000.00$ 3,200.00$ 22,400.00$ 25 Reconnect existing 4-inch lateral to new sewer main. [LOMA VERDE AVE]4 Each $ 1,260.00 $ 5,040.00 800.00$ 3,200.00$ 500.00$ 2,000.00$ 1,500.00$ 6,000.00$ 26 Replace existing 6-inch ACP sewer lateral by open trench method. [LOMA VERDE AVE]1 Each $ 3,870.00 $ 3,870.00 3,000.00$ 3,000.00$ 6,500.00$ 6,500.00$ 3,000.00$ 3,000.00$ 27 Remove existing manhole and replace with new 48-inch manhole. [LOMA VERDE AVE]4 Each $ 8,570.00 $ 34,280.00 8,500.00$ 34,000.00$ 8,000.00$ 32,000.00$ 7,000.00$ 28,000.00$ 28 Cleaning & video inspection of mains. [LOMA VERDE AVE] 698 Linear Feet $ 5.00 $ 3,490.00 3.00$ 2,094.00$ 2.00$ 1,396.00$ 4.00$ 2,792.00$ 29 ACP storage and disposal. [LOMA VERDE AVE]5 Cubic Yards $ 180.00 $ 900.00 500.00$ 2,500.00$ 800.00$ 4,000.00$ 200.00$ 1,000.00$ 30 Perform GPS survey. [LOMA VERDE AVE]1 Lump sum $ 4,050.00 $ 4,050.00 1,000.00$ 1,000.00$ 2,104.00$ 2,104.00$ 1,500.00$ 1,500.00$ 31 Disposal of excavated soils at Class 1 landfill. [LOMA VERDE AVE]10 Ton $ 90.00 $ 900.00 125.00$ 1,250.00$ 300.00$ 3,000.00$ 100.00$ 1,000.00$ 32 Disposal of excavated soils at Class 2 landfill. [LOMA VERDE AVE]10 Ton $ 50.00 $ 500.00 50.00$ 500.00$ 150.00$ 1,500.00$ 50.00$ 500.00$ TOTAL: 220,610.00$ 439,244.00$ 306,000.00$ 298,092.00$ C. Additive Alternate Bid Bid Description Bid Unit Unit Extended Unit Bid Unit Bid Unit Bid Item Qty Price Price Price Amount Price Amount Price Amount 33 Design, install and remove sheeting, shoring, bracing & other excavation supports. [WEST CHARLESTON]1 Lump sum $ 5,800.00 $ 5,800.00 12,500.00$ 12,500.00$ 5,000.00$ 5,000.00$ 1,000.00$ 1,000.00$ 34 Recycle asphalt, concrete and soil [WEST CHARLESTON] 1 Lump sum $ 350.00 $ 350.00 500.00$ 500.00$ 1,000.00$ 1,000.00$ 500.00$ 500.00$ 35 Replace 6"/8" VCP w/ 8" HDPE (pipe bursting) [WEST CHARLESTON]359 Linear Feet $ 160.00 $ 57,440.00 225.00$ 80,775.00$ 200.00$ 71,800.00$ 239.00$ 85,801.00$ 36 Replace 4" lateral (open trench) [WEST CHARLESTON]1 Each $ 4,320.00 $ 4,320.00 2,700.00$ 2,700.00$ 4,000.00$ 4,000.00$ 3,000.00$ 3,000.00$ 37 Reconnect 4" lateral to new main [WEST CHARLESTON]1 Each $ 1,350.00 $ 1,350.00 800.00$ 800.00$ 500.00$ 500.00$ 1,500.00$ 1,500.00$ 38 Replace 6" ACP lateral (open trench) [WEST CHARLESTON] 1 Each $ 4,320.00 $ 4,320.00 3,000.00$ 3,000.00$ 4,200.00$ 4,200.00$ 3,000.00$ 3,000.00$ 39 Reconnect 6” lateral to new main [WEST CHARLESTON] 1 Each $ 1,350.00 $ 1,350.00 1,000.00$ 1,000.00$ 500.00$ 500.00$ 1,500.00$ 1,500.00$ 40 Remove existing MH and replace w/ new 48" MH [WEST CHARLESTON]1 Each $ 8,570.00 $ 8,570.00 8,500.00$ 8,500.00$ 8,000.00$ 8,000.00$ 7,000.00$ 7,000.00$ 41 Cleaning and video inspection of mains [WEST CHARLESTON]359 Linear Feet $ 5.00 $ 1,795.00 3.00$ 1,077.00$ 2.00$ 718.00$ 4.00$ 1,436.00$ 42 ACP storage and disposal [WEST CHARLESTON]1 Cubic Yards $ 180.00 $ 180.00 500.00$ 500.00$ 800.00$ 800.00$ 200.00$ 200.00$ 43 Perform GPS survey. [WEST CHARLESTON]1 Lump sum $ 4,500.00 $ 4,500.00 1,000.00$ 1,000.00$ 1,532.00$ 1,532.00$ 500.00$ 500.00$ 44 Disposal of excavated soils at Class 1 landfill [WEST CHARLESTON]1 Ton $ 90.00 $ 90.00 125.00$ 125.00$ 300.00$ 300.00$ 100.00$ 100.00$ 45 Disposal of excavated soils at Class 2 landfill [WEST CHARLESTON]1 Ton $ 50.00 $ 50.00 50.00$ 50.00$ 150.00$ 150.00$ 50.00$ 50.00$ TOTAL: $ 90,115.00 112,527.00$ 98,500.00$ 105,587.00$ GRAND TOTAL (A+B+C): 3,227,257.00$ $3,444,302.00 $3,578,000.00 $3,576,667.00 Ranking 1 3 2 IFB182200 - Sanitary Sewer Replacement Project 30 (SSR 30) Ranger Pipelines, Inc.Cratus, Inc.K.J. Woods Construction, Inc.Engineer's Estimate Bid Due Date: October 18, 2021 BID SUMMARY RFQ162938 Bid Summary 6.a Packet Pg. 29 This map is a product of the City of Palo Alto GIS This document is a graphic representation only of best available sources. 0'300' AT T A C H M E N T C - L O C A T I O N M A P Sa n i t a r y S e w e r R e p l a c e m e n t P r o j e c t 3 0 CITY O F PALO A L TO I N C O R PO RAT E D C ALIFOR N I A P a l o A l t o T h e C i t y o f A PRIL 16 1 8 94 The City of Palo Alto assumes no responsibility for any errors. ©1989 to 2016 City of Palo Alto tnguyen6, 2021-10-19 11:48:07 (\\cc-maps\Encompass\Admin\Personal\tnguyen6.mdb) 8" SAN SEWER 6" SAN SEWER 6" VCP SAN SEWER 1900-Jan-01 6" VCP SAN SEWER 1900 6" SAN SEWER 6" SAN SEWER 6" SAN SEWER 6" VCP SAN SEWER 6" VCP SAN SEWER 6" SAN SEWER 6" VCP SAN SEWER 1900-Jan-01 6" VCP SAN SEWER 1944-Jul-01 6" VCP SAN SEWER 1944-Jul-01 6" SAN SEWER 6" SAN SEWER 6"VCPSAN SEWER1915-Jan-01 6" SAN SEWER 6" SAN SEWER 6" VCP SAN SEWER ABM# 1915-Jan-01 6" VCP SEWER ABM# 1900-Jan-01 6" SAN SEWER 6" VCP SAN SEWER 6" VCP SEWER ABM# 6" VCP SAN SEWER 6" VCP SEWER ABM# Curtner Avenue ue V R Al m a Stre et Fernando Avenue M atadero Avenue La m bert Avenue M argarita Avenue M atadero Avenue Wilton Avenue C hestnut Avenue o n Stre et P ark B o ulev ard Orinda Street Birch St Ash Street M adeline C ourt Lane 66 Lane 66 M argarita Avenue La m bert Avenue M atadero Avenue Wilton Avenue El 15" VCP SAN SEWER 1947-Oct-01 15"VC 15" VCP SAN SEWER 1947-Oct-01 Pl Flo w e r s L ane M ackall W ay L o m a V e r d e A v e C o w p er Stre et W ellsbury W a L a Mid dlefield R oa d St Claire Driv e St St M T oyon Place T orrey a A v alo n C o urt 10" SAN SEWER 6" VCP SAN SEWER Pena Ct ue E l C a m i n o R e a l C a m i n o W a y Ja m es Road Thain W ay Interdale W ay (Pvt)W e st C h arle sto T e n n e ss e e L a n e e W a y T e Driscoll Place Maybell Avenue 6"VC JUL51 8" VCP SAN SEWER 1951-Jul-01 East M eado w Drive C o u r t Br yant Street Roosevelt Circle Sout h PALO VERDE CHARLESTON MEADOWSFAIRMEADOW VENTURA 6.b Packet Pg. 30