PUBLIC WORKS/ENGINEERING DEPARTMENT

Transcription

1 PUBLIC WORKS/ENGINEERING DEPARTMENT ADDENDUM NO. 1 April 9, 016 TOWN OF MORAGA 016 Full Depth Reclamation Project CIP No TO: Prospective Bidders and Interested Parties This Addendum shall be considered as a part of the bid documents for the subject project as though it had been issued at the same time and shall be incorporated integrally therewith. Contractors shall acknowledge receipt of this Addendum in the appropriate space provided on the Proposal. 1. The date of the Bid Opening noted on the cover page of the Specifications and Contract Documents for the Construction of 016 Full Depth Reclamation Project, Project No , shall be revised to read: BID OPENING: :00 p.m. on Tuesday May 17, 016. The first sentence of Item 1 of the Notice Inviting Bids shall be replaced with the following sentence. The Town of Moraga ( Owner ), will accept sealed bids for its 016 FULL DEPTH RECLAMATION PROJECT ( Project ), by or before MAY 17, 016, at :00 p.m., at the Town Offices, nd Floor, Public Works Department, located at 39 Rheem Boulevard, Moraga, California, at which time the bids will be publicly opened and read aloud. 3. The following paragraph shall be inserted after the first paragraph of item number 3 of the Notice Inviting Bids: The work associated with the slope stabilization repair at the storm drain pipe near Station on Bollinger Canyon Road requires obtaining environmental permits with regulatory agencies such as the Army Corps of Engineers and California Department of Fish and Wildlife. As the appropriate permits are still in the process of being procured by the Town, the construction of the slope stabilization work items at Bollinger Canyon Road are to be constructed in 017, after the full depth reclamation and paving elements are completed in 016. The work items associated with the slope stabilization repair include mobilization for slope stabilization repair; traffic control and construction signage for slope stabilization repair;

2 installation of water pollution controls for slope stabilization repair; clearing and grubbing including pruning and tree removal; removal of asphalt concrete (AC); placement of hot mix asphalt (HMA) and rubberized hot mix asphalt (RHMA) overlay; storm drain outfall and roadway embankment stabilization involving construction of a soldier pile and wood lagging retaining wall, storm drain pipe replacement, and installation of rock slope protection; storm drain repair and replacement consisting of replacing corrugated metal pipe (CMP) with high density polyethylene (HDPE) pipe; installation of storm drain manhole; metal beam guard rail installation; placement of thermoplastic traffic stripes; and all other work required to install the slope stabilization repairs as shown on the Plans and as described in the Caltrans Standard Specifications and these Special Provisions to provide a complete project in Moraga, California. 4. The last sentence of item number 3 of the Notice Inviting Bids shall be replaced with the following sentence: The Engineer s Estimate is $1,676, The entire paragraph in Item number 1 of the Notice Inviting Bids is replaced with the following paragraph: A mandatory bidders conference will be held on April 18, 016 at 10:00 a.m., at the following location: 39 Rheem Blvd, Moraga, CA for the purpose of acquainting all prospective bidders with the bid documents and the Worksite. An additional mandatory bidders conference will be held on May 4, 016 at 10:00 a.m., at the following location: 39 Rheem Blvd, Moraga, CA. Bidding Contractors are required to attend at least one of the mandatory pre-bid conferences. A bidder who fails to attend a mandatory bidders conference may be disqualified from bidding. 6. The Base and Bid Alternate Bid Schedule shall be revised with the attached Revised Bid Schedule, dated April 5, The first sentence of the first paragraph of the Bid Schedule shall be replaced with the following sentence: BASED ON CONTRACT DOCUMENTS ENTITLED 016 FULL DEPTH RECLAMATION PROJECT DATED MARCH 9, 016 AND REVISED DATED APRIL 5, The first sentence of the last paragraph of the Bid Schedule shall be replaced with the following sentence: The bidder is required to provide prices for Base Bid Items 1 through 67 and Bid Alternate Items 1,, 3, 4 and Section SP3-01, Payment, of the Special Provisions, shall be replaced with the following sentence: Full compensation for furnishing Performance Bonds and Labor, Mechanics and Materials Bonds shall be considered as included in the lump sum price paid for Mobilization - Paving and Mobilization Slope Stabilization and no additional compensation will be allowed therefor, even if the final contract price is increased up to twenty-five percent (5%) of the original base bid price.

3 10. The following paragraph shall be inserted after the first paragraph of Section SP4-01, Scope of Work, in the Special Provisions: The work associated with the slope stabilization repair at the storm drain pipe near Station BC of Bollinger Canyon Road requires obtaining environmental permits with regulatory agencies such as the Army Corps of Engineers and California Department of Fish and Wildlife. As the appropriate permits are still in the process of being procured by the Town, the construction of the slope stabilization work items at Bollinger Canyon Road are to be constructed in 017, after the full depth reclamation and paving elements are completed in 016. The work items associated with the slope stabilization repair include mobilization for slope stabilization repair; traffic control and construction signage for slope stabilization repair; installation of water pollution controls for slope stabilization repair; clearing and grubbing including pruning and tree removal; removal of asphalt concrete (AC); placement of hot mix asphalt (HMA) and rubberized hot mix asphalt (RHMA) overlay; storm drain outfall and roadway embankment stabilization involving construction of a soldier pile and wood lagging retaining wall, storm drain pipe replacement, and installation of rock slope protection; storm drain repair and replacement consisting of replacing corrugated metal pipe (CMP) with high density polyethylene (HDPE) pipe; installation of storm drain manhole; metal beam guard rail installation; placement of thermoplastic traffic stripes; and all other work required to install the slope stabilization repairs as shown on the Plans and as described in the Caltrans Standard Specifications and these Special Provisions to provide a complete project. 11. The following sentence shall be inserted at the end of the second paragraph of Section SP6-0, Permits and Licenses, in the Special Provisions: The Contractor shall coordinate with Saint Mary s College of California (College) to meet the standards of work and legal requirements upheld by the College when construction takes place at the Town limit and within the College property for the slope stabilization repair at Bollinger Canyon Road. 1. The following section shall be inserted after Section SP6-0, Permits and Licenses, in the Special Provisions: SP ENVIRONMENTAL RESOURCE MANAGEMENT PROTECTION As directed by the Engineer, the Contractor shall install and maintain measures to protect environmental resources within areas regulated by United States Army Corps of Engineers, Regional Water Quality Control Board, and Department of Fish and Wildlife (Regulatory Agencies), which includes the storm drain outfall, storm drain pipe replacement, and slope stabilization near station BC on Bollinger Canyon Road. The final measures to be implemented will be determined when the completed permits are obtained by the Town from the Regulatory Agencies. The Contractor shall implement the following measures at this time: a. Work within these areas can occur from June 1 through October 15. No night work is allowed. b. The Contractor shall implement the SWPPP as described in Section SP-1, Error! Reference source not found., of these Special Provisions prior to commencing work. c. Unless noted otherwise in the Plans, the Contractor shall remove all debris and restore the site to the previous contour and condition after completion of construction. d. Work sites have to be inspected for nesting birds prior to start of work. Discovery of nesting birds might delay work, interrupt work, or constrain the size of a work site. The Contractor shall provide 48 hours advance notice to the Engineer to schedule the biologist.

4 e. If the Contractor leaves trenches open overnight, the Contractor shall either cover the trenches or install a ramp to prevent trapping frogs. The Contractor shall cap the ends of all pipes left within the work zone. f. Should the Contractor import and place soil within areas under the jurisdiction of the Regulatory Agencies, he or she must test it for contamination prior to placement. The Contactor shall not place the material until approved by the Engineer. All soil placed shall meet the standards of the California Regional Water Quality Control Board for a residential land use. g. Per requirements in the Construction General Permit (CGP), rain event action plan (REAP) must be prepared prior to any qualifying rain event to specify measures required to secure the site and control sediment from mobilizing and erosion occurring within or near the project area. h. Construction crews must attend brief training on Special Status Species and steps to take if those species are encountered at the project site. i. Construction in the slope stabilization work area will be conducted while water is not flowing in the ephemeral drainage and fish and frogs are not present. j. The contractor shall provide construction fencing for trees and shrubs in the slope stabilization work area. k. The contractor will be responsible for implementing BMP s to minimize the introduction of invasive plant species. l. If a cultural resource is discovered during the project, work shall cease within a 60 ft. radius of the discovery, the area must be secured, and the engineer notified. Work cannot resume until authorized. m. Section of the California Health and Safety Code states that in the event of discovery or recognition of any human remains in any location other than a dedicated cemetery, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains until the county coroner or Native American Heritage Commission have been contacted and provide recommendations for how to treat the remains and associated cultural materials. The Contractor shall note that the Engineer anticipates receiving the permit to complete this work in spring 017. Thus, when the Contractor completes the other items of work, the Engineer will suspend the contract until the following year. Thus, the unit prices paid for the storm drain outfall, storm drain pipe replacement, and slope stabilization work items near station BC on Bollinger Canyon Road, shall include full compensation for: a. Mobilization Slope Stabilization in accordance with Section SP-11. b. Traffic Control System Slope Stabilization and Portable Changeable Message Signs in accordance with Section SP-14. c. Erosion and sediment control in accordance with Section SP 6-0. d. Water Pollution Control Slope Stabilization in accordance with SP-1. e. Clearing and Grubbing, Tree Removal, and Tree Protection Fencing in accordance with Section SP-16. f. Construction Staking in accordance with Section SP-18. g. Subgrade Preparation in accordance with Section SP-6. h. Remove Surfacing and Base in accordance with Section SP-8. i. Hot Mix Asphalt and Rubberized Hot Mix Asphalt pavement in accordance with Sections SP-3 and 33, respectively. j. Metal Beam Guard Rail in accordance with Section SP-35. k. Replace Storm Drain Pipe (CMP to HDPE), Storm Drain Manhole installation, and Concrete Collar in accordance with Section SP-37. l. Storm Drain Outfall and Roadway Embankment Excavation and Backfill in accordance with Section SP-38.

5 m. Cast-In-Drilled-Hole Concrete Piles, Steel Beam, Wood Lagging, and Pervious Backfill in accordance with Section SP-39. n. Rock Slope Protection in accordance with Section SP-40. o. Thermoplastic Striping in accordance with Section SP-4. The Engineer will require 7 hours advanced notice requesting permission to proceed with the work items listed above. No work shall commence without the Engineer s written approval. 13. The header of Section SP-11: Mobilization, of the Special Provisions, shall be replaced with the following: SECTION SP-11: MOBILIZATION (BID ITEM NO. 1 AND 65) 14. Section SP11-06, Measurement and Payment, of the Special Provisions shall be replaced with the following: The Lump Sum contract price paid for Mobilization Paving shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for all the work involved in mobilization for paving related work, including, but not limited to, furnishing all specified contract bonds and insurance certificates, public notification, furnishing and installing project identification signs and sign posts, transporting equipment, establishing a storage area (revocable item), sanitary restroom facilities and all other work as specified in the Caltrans Standard Specifications and these Special Provisions and as directed by the Engineer and no additional compensation will be allowed therefor. Updating of project identification and notifications signs and removal of these signs shall also be included in the lump sum price for mobilization. The price for mobilization shall not exceed five percent (5%) of the total bid items related to paving work exclusive of the cost for Mobilization - Paving. For the purposes of payment for Mobilization Paving, the Bid Items related to paving work shall include No. through 6, 9 through 34, 36 through 40, 4 through 45, and 56 through 64. Payment for Mobilization Paving will be made as follows: a) Fifty percent (50%) of the total amount bid for Mobilization Paving will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work related to paving has been performed. b) When at least ten percent (10%) of the original Contract Amount for other items of work related to paving has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization - Paving paid to seventyfive percent (75%) of the total amount bid for Mobilization Paving. c) When at least twenty percent (0%) of the original Contract Amount for other items of work related to paving has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization Paving paid to ninety percent (90%) of the total amount bid for Mobilization Paving. d) Upon substantial completion, one-hundred percent (100%) of the remaining contract price paid for Mobilization Paving will be included in the estimate for payment. The Lump Sum contract price paid for Mobilization Slope Stabilization shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for all the work involved in mobilization for paving related work, including, but not limited to, furnishing all specified contract bonds and insurance certificates, public notification, furnishing and installing project identification signs and sign posts, transporting equipment, establishing a

6 storage area (revocable item), sanitary restroom facilities and all other work as specified in the Caltrans Standard Specifications and these Special Provisions and as directed by the Engineer and no additional compensation will be allowed therefor. Updating of project identification and notifications signs and removal of these signs shall also be included in the lump sum price for mobilization. The price for mobilization shall not exceed five percent (5%) of the total bid items related to slope stabilization work exclusive of the cost for Mobilization Slope Stabilization. For the purposes of payment for Mobilization Slope Stabilization, the Bid Items related to slope stabilization work shall include No. 7, 8, 35, 41, 46 through 53, 66, and 67. Payment for Mobilization Slope Stabilization will be made as follows: a) Fifty percent (50%) of the total amount bid for Mobilization Slope Stabilization will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work related to slope stabilization has been performed. b) When at least ten percent (10%) of the original Contract Amount for other items of work related to slope stabilization has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization Slope Stabilization paid to seventy-five percent (75%) of the total amount bid for Mobilization Slope Stabilization. c) When at least twenty percent (0%) of the original Contract Amount for other items of work related to slope stabilization has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization Slope Stabilization paid to ninety percent (90%) of the total amount bid for Mobilization Slope Stabilization. Upon substantial completion, one-hundred percent (100%) of the remaining contract price paid for Mobilization Slope Stabilization will be included in the estimate for payment. 15. The header of Section SP-1: Water Pollution Control, of the Special Provisions, shall be replaced with the following: SECTION SP-1: WATER POLLUTION CONTROL (BID ITEMS NO., 3, AND 66) 16. The first paragraph of Section SP1-07, Measurement and Payment, of the Special Provisions, shall be replaced with the following: The Lump Sum contract price paid for providing and complying with Water Pollution Control - Paving shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for doing all the work involved in installation and maintenance of BMPs for the duration of the work related to paving in the project as required by the SWPPP and as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer. The Lump Sum contract price paid for providing and complying with Water Pollution Control Slope Stabilization shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for doing all the work involved in installation and maintenance of BMPs for the duration of the slope stabilization work in the project as required by the SWPPP and as specified in the Caltrans Standard Specifications and these Special Provisions, and as directed by the Engineer.

7 17. The second sentence of Section SP13-03, Measurement and Payment, of the Special Provisions, shall be replaced with the following: Full compensation for conforming to all the provisions of this section shall be considered as included in the prices paid for Mobilization - Paving, Mobilization Slope Stabilization, Traffic Control System - Paving, and Traffic Control System Slope Stabilization items of work and no additional compensation will be allowed therefor. 18. The header of Section SP-14: Traffic Control, of the Special Provisions, shall be replaced with the following: SECTION SP-14: TRAFFIC CONTROL (BID ITEMS NO. 4, 5 AND 67) 19. The first paragraph of Section SP14-1, Measurement and Payment, shall be replaced with the following: The Lump Sum contract price paid for Traffic Control System - Paving shall be considered as full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals needed to perform all traffic control work, for all phases of the work related to paving performed by the Contractor or the Contractor s subcontractors including, but not limited to, all signs, barricades, arrow boards, steel plates, traffic control plan, detour plan, maintaining traffic, lane closures, detours, flagmen and all other traffic control devices; and all other work as shown on the Caltrans Standard Plans, as specified in the Caltrans Standard Specifications, these Special Provisions and as directed by the Engineer and no additional compensation will be allowed therefor. There will be no additional compensation for traffic control due to an increase in the quantities shown on the bid proposal for pay items within the project limits. The Lump Sum contract price paid for Traffic Control System Slope Stabilization shall be considered as full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals needed to perform all traffic control work, for all phases of the work related to slope stabilization performed by the Contractor or the Contractor s subcontractors including, but not limited to, all signs, barricades, arrow boards, steel plates, traffic control plan, detour plan, maintaining traffic, lane closures, detours, flagmen and all other traffic control devices; and all other work as shown on the Caltrans Standard Plans, as specified in the Caltrans Standard Specifications, these Special Provisions and as directed by the Engineer and no additional compensation will be allowed therefor. There will be no additional compensation for traffic control due to an increase in the quantities shown on the bid proposal for pay items within the project limits. 0. The header of Section SP-16: Clearing and Grubbing, of the Special Provisions, shall be replaced with the following: SECTION SP-16: CLEARING AND GRUBBING (BASE BID ITEMS NO. 6, 7, AND 8 AND BID ALTERNATE ITEMS NO. 1) 1. The second paragraph of Section SP16-04, Measurement and Payment, of the Special Provisions shall be replaced with the following: The Lump Sum contract price paid for Tree Removal shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in removal and disposal of trees, stump and tree roots, contractor meeting, as required by these Special Provisions, and as directed by the Engineer or Arborist.

8 . Section SP-19: Replace and Adjust Survey Monument Box, of the Special Provisions, shall be replaced with the following: SECTION SP-19: REMOVE AND REPLACE SURVEY MONUMENT (BID ITEM NO. 1) SP19-01 DESCRIPTION Existing survey monuments have been identified within areas of work by the Town. These existing features are to be replaced and adjusted to finish grade in conformance with County Standard Plan CA40, these Special Provisions, and as depicted on the Plans. SP19-0 REMOVE AND REPLACE MONUMENT TO GRADE The Contractor shall remove and replace the survey monument to grade as needed to complete the work in accordance with these Special Provisions and the County s Standard Plans. County Standard Plan CA40 is included in Appendix A of these Special Provisions. If the survey monument is damaged during the work, the Contractor shall repair, survey, and record the new survey monument at his/her sole expense to the satisfaction of the Engineer. Existing survey monuments shall be preserved, referenced or replaced pursuant to the requirements of State of California Streets and Highways Code Sections 73.5, 149.5, and and Business and Professions Code Section 8771 and the following: a) The Contractor shall not disturb permanent survey monuments or benchmarks without the consent of the Engineer. The Contractor shall bear the expense of replacing any monuments or benchmarks that may be disturbed without permission. Replacement shall be done only with the direction of and in the presence of the Engineer, and in accordance with County standards. b) Should the Contractor during the course of construction encounter a survey monument or benchmark not shown on the plans, he shall promptly notify the Engineer so that the monument or benchmarks may be referenced accordingly. SP19-03 MEASUREMENT AND PAYMENT The contract unit price for each Remove and Replace Survey Monument shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in removing and replacing existing survey monuments to meet Town and Contra Costa County standards including but not limited to removal and disposal of existing survey monument and box, placement of temporary and/or permanent HMA or RHMA, and purchase and installation of survey monument and box and adjust to finished grade, and any survey work required to locate the monument, including any repair, survey, and filing and recordation of any new monuments, as specified in these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor. 3. The replacement of the corrugated metal storm drain pipe between BC and BC on Bollinger Canyon Road is indicated on the attached revised Plan sheet for Drawing C1 of the Project Plans, dated revised April 5, The limits of paving following the replacement of the storm drain pipe and slope stabilization work between BC and BC on Bollinger Canyon Road is

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10 BID SCHEDULE 016 FULL DEPTH RECLAMATION PROJECT REVISED APRIL 5, 016 Base Bid Bid Estimated Item Description Unit Item Quantity Unit Price 1 Mobilization Paving LS 1 $ $ Water Pollution Control Paving LS 1 $ $ 3 SWPPP LS 1 $ $ 4 Traffic Control System Paving LS 1 $ $ 5 Portable Changeable Message Signs EA 3 $ $ 6 Clearing and Grubbing LS 1 $ $ 7 Tree Removal LS 1 $ $ 8 Tree Protection Fencing (Type ESA) LF 100 $ $ 9 Lead Compliance Plan LS 1 $ $ 10 Remove Thermoplastic Markings, Striping, and Pavement Markers LS 1 $ $ 11 Construction Staking LS 1 $ $ 1 Remove and Replace Survey Monument EA 11 $ $ Replace and Adjust Water Valve Box to Grade (Revocable Item) Adjust Sanitary Sewer Rodding Inlet Frame & Cover to Grade (Revocable Item) Adjust Sanitary Sewer Manhole Frame & Cover to Grade (Revocable Item) Adjust Storm Drain Manhole Frame & Cover to Grade Remove and Replace Concrete Curb and Gutter EA 3 $ $ EA 17 $ $ EA 11 $ $ EA 1 $ $ LF 16 $ $ 18 Concrete Valley Gutter SF 560 $ $ 19 Minor Concrete Sidewalk SF 48 $ $ 0 Minor Concrete Curb Ramp SF,451 $ $ 1 Remove and Replace Asphalt Concrete Dike LF 1,95 $ $ Subgrade Preparation SY 374 $ $ 3 Over Excavation (Revocable Item) CY 3 $ $ Total BID PROPOSAL Page 3

11 Bid Item 4 Item Description Remove Surfacing and Base (6 inch Depth) Unit Estimated Quantity Unit Price CY 138 $ $ 5 15 Foot Conform Grind LF 35 $ $ 6 7 Full Depth Reclamation with Portland Cement (1 inch Depth) Portland Cement for Full Depth Reclamation SY,409 $ $ TON 486 $ $ 8 Micro Cracking Cement Treated Base SY,409 $ $ 9 Pulverized Material Export CY 500 $ $ Hot Mix Asphalt Pavement Type A ( Inches) Hot Mix Asphalt Pavement Type A (3 Inches) Hot Mix Asphalt Pavement Type A (4 Inches) Rubberized Hot Mix Asphalt Overlay Gap Graded ( Inches) TON 7 $ $ TON 4,160 $ $ TON 93 $ $ TON 819 $ $ 34 Shoulder Backing Safety Edge LF 1,395 $ $ 35 Metal Beam Guard Rail LF 45 $ $ 36 Replace Chain Link Fence and Clear Rock Slide Debris LF 978 $ $ 37 Repair Storm Drain Pipe (18" RCP) LF 3 $ $ 38 Repair Storm Drain Pipe (4" RCP) LF 5 $ $ 39 Repair Storm Drain Pipe (30" RCP) LF 16 $ $ Cured In Place Storm Drain Pipe (4" RCP) Replace Storm Drain Pipe (36" CMP to 36" HDPE) Replace Storm Drain Pipe (30" CMP to 4" HDPE) LF 11 $ $ LF 69 $ $ LF 58 $ $ 43 Storm Drain Manhole EA $ $ 44 Storm Drain Drop Inlet EA 1 $ $ 45 Concrete Collar EA 1 $ $ Storm Drain Outfall and Roadway Embankment Excavation Storm Drain Outfall and Roadway Embankment Backfill CY 50 $ $ CY 55 $ $ 48 Cast In Drilled Hole (CIDH) Concrete Piles LF 140 $ $ 49 Steel Beam LF 10 $ $ Total BID PROPOSAL Page 4

12 Bid Item Item Description Unit Estimated Quantity Unit Price 50 Wood Lagging SF 85 $ $ 51 Pervious Backfill CY 9 $ $ 5 Rock Slope Protection (1/T Method A) TON 180 $ $ 53 Rock Slope Protection (Backing No. 1 Method B) TON 95 $ $ 54 Not Used N/A N/A N/A N/A 55 Not Used N/A N/A N/A N/A 56 Thermoplastic Traffic Stripe Detail 1 LF 3,75 $ $ 57 Thermoplastic Traffic Stripe Detail LF,640 $ $ 58 Thermoplastic Traffic Stripe Detail 7B LF 3,771 $ $ 59 Thermoplastic White Stripe (4 inch) LF 14 $ $ Thermoplastic Limit Line Thermoplastic Ladder Crosswalk (White or Yellow) Thermoplastic Pavement Markings (White or Yellow) LF 81 $ $ LF 150 $ $ SF 86 $ $ 63 Blue Fire Hydrant Pavement Markers EA 11 $ $ 64 Roadside Sign and Post EA $ $ 65 Mobilization Slope Stabilization LS 1 $ $ Water Pollution Control Slope Stabilization Traffic Control Systems Slope Stabilization LS 1 $ $ LS 1 $ $ Total Base Bid (Bid Items 1 through 67) $ Total Bid Alternate Bid Item Item Description Unit Estimated Quantity Unit Price 1 Tree Removal LS 1 $ $ 3 Storm Drain Outfall and Roadway Embankment Excavation Storm Drain Outfall and Roadway Embankment Backfill CY 300 $ $ CY 55 $ $ 4 Rock Slope Protection (1/4T Method B) TON 70 $ $ 5 Rock Slope Protection Backing No. Method B) TON 10 $ $ Total BID PROPOSAL Page 5

13 Total Bid Alternate = (Total Base Bid) (Base Bid Items 7, 46, 47, 5, 53) + (Bid Alternate Items 1,, 3, 4, 5) $ BASED ON CONTRACT DOCUMENTS ENTITLED 016 FULL DEPTH RECLAMATION PROJECT DATED MARCH 9, 016, AND REVISED DATED APRIL 5, 016. The bidder is required to provide prices for Base Bid Items 1 through 67 and Bid Alternate Items 1,, 3, 4, and 5. If a bid proposal for any Bid Item is incomplete, that specific bid proposal may be deemed non-responsive and subject to rejection. For the purposes of determining the lowest responsible bid, the lowest responsible bid will be the lowest Total Base Bid. The Town intends to award one contract only to the bidder who submits the lowest responsible bid price among all bid proposals submitted. NOTE: Base Bid Items No. 54 and 55 are not used and shall be left blank. BID PROPOSAL Page 6

14 501 Canal Blvd., Suite I Richmond, Ca BOLLINGER CANYON ROAD 6 JOSEPH DRIVE 6 7 MATCH LINE "BC" SEE BELOW 016 FULL DEPTH RECLAMATION PROJECT TOWN OF MORAGA 39 RHEEM BOULEVARD MORAGA, CA MATCH LINE "BC" SEE ABOVE BOLLINGER CANYON ROAD 4 MATCH LINE "BC" SEE DRAWING C 4 BOLLINGER CANYON ROAD "BC" TO "BC" C1 4 1

15 501 Canal Blvd., Suite I Richmond, Ca FULL DEPTH RECLAMATION PROJECT TOWN OF MORAGA 39 RHEEM BOULEVARD MORAGA, CA PAVING DETAILS D1 19 1