CENTRAL UKIAH CIRCULATION 31 Spec No.23-07
Add to section 8-1.04B:
The Contractor shall obtain and pay for all permits required to complete this work except the required City of Ukiah encroachment permit for work within the City right-of-way. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager.
Replace "Reserved" in section 8-1.04C with:
Physical work on the site shall not commence until a “No Fee” encroachment permit is issued by the City of Ukiah to the Contractor.
Do not start job site activities until the City authorizes or accepts your submittal for:
1. Construction Staging and Traffic Control Plan
2. Submit these items, submittals for other long lead-time items, within five (5) days after Notice to Proceed has been issued.
Do not start other job site activities until all the submittals from the above list are authorized or accepted and the following information is received by the Engineer:
1. Notice of Materials To Be Used form.
2. Written statement from the vendor that the order for the sign panels has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped.
3. Written statement from the vendor that the order for electrical material has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Add section 9-1.18:
9-1.18A Payment Item Descriptions
Payment for Mobilization, Demobilization and Final Cleanup will be made in two (2) equal payments at the lump sum (LS) allowance in the Bid Schedule, which price shall constitute full compensation for all such work. The scope of work for mobilization shall include, but not limited to, obtaining all bonds, insurance and permits, moving onto the site of all plant and equipment, submittal and approval of a schedule of values for lump sum items, and obtaining approval for all shop drawings and materials for signal equipment. Payment for demobilization and final cleanup shall occur when all required items per the Contract are fulfilled and the site is free of equipment and clean and ready for use by the public. The bid amount for Mobilization, Demobilization and Final Cleanup items shall not exceed 2.5% of the total construction contract base bid price.
Full compensation for furnishing, placing, maintaining, and removing the Traffic Control System will be paid for at the contract lump sum (LS) price, which price shall include furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing traffic control system required for direction of public vehicular and pedestrian traffic through or around the work, including preparation and implementation of the traffic control plans, pedestrian routing plans, maintaining access to businesses, noticing, temporary facilities including temporary lighting, traffic control equipment, flaggers, signs, striping, walkways, plates, barriers, and temporary pavement marker tabs, and all other pedestrian and vehicular traffic control requirements as required or specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for preparation, implementation and maintenance of Water Pollution Control and conforming to the requirements of this section shall be paid for at the contract lump sum (LS) price, which price shall include full compensation for furnishing all labor, materials, tools and equipment for doing all work involved in the preparation, submission, approval, implementation, maintenance, revising and amending of the Water Pollution
NOT FOR BID
CENTRAL UKIAH CIRCULATION 32 Spec No.23-07
Control Plan as specified herein, including site inspection reports and on-going maintenance of erosion and sediment control BMPs, and no additional allowance will be made therefor.
Full compensation for Roadway Excavation will be measured and paid for at the contract unit price per cubic yard (CY) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing roadway down to subgrade, including but not limited to, saw cutting, removal of asphalt concrete, removal of sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Concrete (Curb) will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete vertical curb including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Concrete (Curb and Gutter) will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete curb and gutter including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Concrete (Sidewalk) will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete sidewalk, pedestrian ramps and driveways, including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Concrete (Valley Gutter) will be measured and paid for at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete valley gutters, including but not limited to saw cutting, removal of concrete and reinforcing, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Water Main will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing water main piping, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, water main piping, pipe fittings, valves, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Water Service and Meter will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing water service and meter, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk, base, sub-base, subgrade, pipe bedding material, water lateral piping, meter and meter box, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in
NOT FOR BID
CENTRAL UKIAH CIRCULATION 33 Spec No.23-07
these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Fire Hydrant and Lateral Assembly will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing fire hydrant and lateral, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, fire hydrant, gate valve, riser and bury, water lateral piping, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Sanitary Sewer Main will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing sanitary sewer main piping, including but not limited to removal of existing asphalt concrete pavement, base, sub-base, subgrade, pipe bedding material, sanitary sewer main piping, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Sanitary Sewer Manhole will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing sanitary sewer manhole, including base material, pipe connections, risers and covers, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Sanitary Sewer Mainline Cleanout will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing sanitary sewer mainline cleanout, including base material, pipe connections, risers and covers, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Sanitary Sewer Service and Cleanout will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing sanitary sewer service and cleanout, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk base, sub-base, subgrade, pipe bedding material, sanitary sewer lateral piping and cleanout, pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Storm Drain Pipe will be measured and paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing storm drain piping, including but not limited to removal of existing asphalt concrete pavement, curb and gutter, sidewalk, base, sub-base, subgrade, pipe bedding material, storm drain piping and pipe fittings, trenching and shoring, stockpiling removed materials, hauling and disposal of removed materials, placement and compaction of backfill materials and trench resurfacing, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Storm Drain Inlet will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing storm drain inlet, including base material, pipe connections, risers and frames, backfilling excavation area, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 34 Spec No.23-07
Full compensation for Remove Storm Drain Manhole will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and disposing of the existing storm drain manhole, including base material, pipe connections, risers and covers, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Roadside Sign will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal and disposal of existing roadside signs, including but not limited to poles, sign panels, foundations, excavation, backfill, metal posts, hardware, and concrete footings, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Remove Tree/Stump shall be paid for at the contract price per each (EA) for tree removal which shall include full compensation for furnishing all labor, materials, tools, equipment, for removal of trees, stumps, and all roots within top 12-in of ground surface, capping of existing irrigation facilities serving the tree to be removed that conflict with the proposed improvements, backfilling of the tree stump excavation area, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Clearing and Grubbing shall be paid for at the contract unit price per lump sum (LS), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in clearing and grubbing existing landscaped and unimproved areas to facilitate the proposed landscaping improvements, including but not limited to, stockpiling, hauling, and disposing of unused material, removal and disposal of fences, debris, wood, and all other existing materials not needed to facilitate the construction of the improvements, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Earthwork (Import) will be measured and paid for at the contract unit price per cubic yard (CY), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work associated with earthwork for the proposed improvements, including but not limited to, transportation, hauling, stockpiling, placing, levelling, compacting, and all incidentals, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Manhole Cover to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed manhole covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor. Lowering manhole covers prior to cold planing/grinding shall be measured and paid for under “Asphalt Concrete 3-Inch Cold Planing/Grinding”.
Full compensation for Adjust Utility Vault to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed utility vault lids to new finish grades, including but not limited to excavation, lowering prior to paving work, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Valve Cover to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed valve covers to new finish grades, including but not limited to excavation, lowering prior to paving work, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications
NOT FOR BID
CENTRAL UKIAH CIRCULATION 35 Spec No.23-07
and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Cleanout Cover to Grade (Roadway) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed cleanout covers to new finish grades, including but not limited to excavation, lowering prior to paving work, hbackfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Utility Box to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed utility box covers in sidewalk areas to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Utility Vault to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed utility vault lids in sidewalk areas to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Valve Cover to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed valve covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Adjust Cleanout Cover to Grade (Sidewalk) will be measured and paid for at the contract unit price per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing and proposed cleanout covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Class II Aggregate Base will be measured and paid for at the contract unit price per ton (TON), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work associated with aggregate base for minor concrete, vehicular concrete, new asphalt concrete roadway, including but not limited to, transporting, stockpiling, placing, levelling, compacting, and all incidentals, and all other related work as shown on the Plans and specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Minor Concrete (Vertical Curb) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vertical curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Minor Concrete (Median Curb) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing median curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 36 Spec No.23-07
Full compensation for Minor Concrete (Retaining Curb) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vertical retaining curbs complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Minor Concrete (Curb and Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb and gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Minor Concrete (Sidewalk) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing sidewalks complete in place, including setting and verification of grade, placing and finishing concrete, expansion joints, scoring and broom finish, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Minor Concrete (Curb Ramp) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb ramps including setting and verification of grade, furnishing and placing concrete, installing truncated dome detectable warning surface, expansion joints and broom finish and all other incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. The work limits for Minor Concrete (Curb Ramp) shall include all sloped and depressed concrete work up to the sidewalk border. Sidewalk area outside of the ramp will be paid for under Minor Concrete (Sidewalk).
Full compensation for Vehicular Concrete (Driveway) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vehicular concrete driveway complete in place, including setting and verification of grade, reinforcing, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Vehicular Concrete (2-ft Valley Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing valley gutter complete in place, including setting and verification of grade, reinforcing, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Vehicular Concrete (8-ft Valley Gutter) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing valley gutter complete in place, including setting and verification of grade, reinforcing, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Vehicular Concrete (Speed Table) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vehicular concrete speed table complete in place, including setting and verification of grade, reinforcing, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 37 Spec No.23-07
Full compensation for Asphalt Concrete End of Pavement Conform will be measured and paid for at the contract unit price per square yard (SY) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the end of pavement conform to existing roadway, including but not limited to, saw cutting, grinding, removal of asphalt concrete, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials, and all other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Asphalt Concrete 3-Inch Cold Planing/Grinding will be measured and paid for at the contract unit price per square yard (SY) and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planing and grinding along the corridor, including but not limited to, removal of striping and markings within conform grind limits, lowering utility covers, excavation and stockpiling of removed materials, hauling and disposal of removed materials, cleaning of materials, furnishing the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, as shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor.
Full compensation for Asphalt Concrete will be measured and paid for at the contract unit price per ton (TON), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in placing the asphalt concrete surface and conforms, including but not limited to subbase or subgrade preparation, tack coat, asphalt concrete placement, and no additional allowance will be made therefor.
No adjustments in payment will be made for fluctuations in the cost of asphaltic materials.
Full compensation for Fiber Reinforced Asphalt Concrete will be measured and paid for at the contract unit price per ton (TON), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in placing the fiber reinforced asphalt concrete surface, including tack coat, and no additional allowance will be made therefor. No adjustments in payment will be made for fluctuations in the cost of asphaltic materials.
Full compensation for Domestic Water Main (8-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the domestic water main including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Domestic Water Service (1-Inch) and Meter (3/4-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, where specified on plans, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal of concrete, replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie-ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor.
Full compensation for Domestic Water Service (1.5-Inch) and Meter (1.5-Inch) will be measured and paid for at the contract price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools, equipment, and any incidentals for doing all work involved, including, as specified herein: saw cutting, excavation and disposal of excavated material, supporting, placing and compacting all required bedding and backfill, installing saddle and corporation stop/valve, proper size penetration in main, polyethylene tubing, gate valve, where specified on plans, installing new meter, meter boxes and lids to grade, installation of inlet and outlet meter valves, Removal
NOT FOR BID
CENTRAL UKIAH CIRCULATION 38 Spec No.23-07
of concrete, replacement of curb, gutter and sidewalk (in areas where curb, gutter or sidewalk is not being replaced on the plans) pressure testing, chlorinating, on site tie-ins at back of sidewalk or at the locations shown on the plans, meter transfers, abandoning, removing and/or disposing of old meter boxes, restoration/reconstruction of landscaping/irrigation, the work involved in removing and resetting landscape bricks or other surface material in planter strips, replacing any disturbed landscaping in kind, testing, temporary trench surfacing, and any other work required for constructing water services not specifically enumerated on the Plans and Specifications, and no additional allowance will be made therefor.
Full compensation for Domestic Water Reduced Pressure Backflow Device (1.5-Inch) shall be measured and paid for at the contract price per each (EA) which price shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and doing all work involved in reduced pressure backflow device installation, including but not limited to: excavation and disposal of excavated material; dewatering and disposal of trench groundwater; contamination awareness; removing and replacing concrete as required; removal and disposal of old backflow and tubing; backflow device; fittings as required; insulated cover; placing and compacting all required bedding and backfill; testing and chlorination; restoration/reconstruction of landscaping/irrigation as needed; as specified herein, and no additional allowance will be made therefor.
Full compensation for Water Main Tie-In will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in water main tie-in including all pipe fittings and valves, thrust blocks and pipe restraints, as shown on the plans, complete in place, all excavation and disposal of excavated material; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Fire Hydrant and Lateral Assembly will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the fire hydrant and lateral assembly as shown on the plans, complete in place, including the hydrant, pipes and fittings, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor.
Full compensation for Sanitary Sewer Main (6-Inch) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer main including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Sanitary Sewer Manhole (48-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing sanitary sewer manholes including excavation, subgrade preparation, manholes, grade rings, manhole covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the manhole on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Sanitary Sewer Mainline Cleanout will be measured and paid for at the contract price each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in sanitary sewer mainline cleanouts complete in place as specified herein, including: excavation, removal of existing cleanouts, frames and covers, installing manhole bases, frame and cover, dewatering, backfill, concrete collar, cleanout plug, connecting mainlines to new cleanout, disposal of soil and groundwater, and other work necessary to installing sanitary sewer manholes not specifically enumerated in the Plans or Specifications, and no additional allowance will be made.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 39 Spec No.23-07
Full compensation for Sanitary Sewer Service Lateral will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in furnishing and installing the sanitary sewer lateral including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; temporary connections; connecting to new or existing pipe, valves, or fittings; trenching, shoring, and backfilling; dewatering; ground water disposal; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Sanitary Sewer Service Cleanout will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing sanitary sewer service cleanouts including that portion of pipe not paid for under pipe; excavation, subgrade preparation, cleanouts, cleanout covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the cleanout on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these Specifications, and no additional allowance will be made therefor.
Full compensation for Storm Drain Pipe (12-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing 12-inch drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Pipe (15-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing 15-inch drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Pipe (18-Inch RCP, Class IV) will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and any incidentals for doing all the work involved in furnishing and installing 18-inch drainage pipe including all pipe fittings, as shown on the plans, complete in place, all excavation and disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe, catch basins, or manholes; trenching, shoring, and backfilling; dewatering; ground water disposal; controlled density fill if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Grate Inlet (18-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing 18-inch storm drain grate inlets, including excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the storm drain grate inlet on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Grate Inlet (24-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing 24-inch storm drain grate inlets, including
NOT FOR BID
CENTRAL UKIAH CIRCULATION 40 Spec No.23-07
excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the storm drain grate inlet on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Grate Inlet (36-Inch x 48-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing 36-inch by 48-inch storm drain grate inlets, including excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the storm drain grate inlet on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Storm Drain Manhole (48-Inch) will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials, tools and equipment, and any incidentals for doing all the work involved in providing storm drain manholes including excavation, subgrade preparation, manholes, grade rings, manhole covers, providing all pipe fittings, grouting, furnishing, placing and compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the manhole on specified fill when required by the work or shown on the Plans, and any other items when required by the work shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Bioretention Area (with Planter Rail) will be measured and paid for at the contract unit price per square foot (SF), which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in preparing and installing the amended soil and drain rock, including but not limited to preparation, excavation, soil placement, installation of planter rail along retaining wall and all incidentals, and other related work or shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Drainage Channel Headwall will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing vertical channel headwall complete in place, including formwork, reinforcing, dowelling into existing structure, forming, placing, and curing concrete, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.
Full compensation for Accessible Trench Drain will be measured and paid for at the contract unit price per linear foot (LF), which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved, including, but not limited to, removal and disposal of existing concrete, sawcutting, excavation, aggregate base, backfill, compaction, forms, reinforcing steel, furnishing and placing expansion joint filler, angle frames and anchors, open grating and solid covers, securing the grate and covers to the angle fames, concrete, conforming to existing curb and gutter, removing discoloration, and broom finish, and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Under Sidewalk Drain will be measured and paid for at the contract unit price per each (EA), which price shall include full compensation for furnishing all labor, materials and equipment, and any incidentals for doing all work involved in the installation of under sidewalk drains including; excavation, removal of concrete and aggregate base, PVC pipe, fittings, reinforcement, concrete, and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these Specifications, and no additional allowances will be made therefor.
Full compensation for Chain Link Fence will be measured and paid for at the contract unit price per linear foot (LF) which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, and incidentals for installing new fencing, including but not limited to procuring and installing fence posts, chain link panels, brackets, braces, straps, screws, bolts, washers, nuts, and all other required hardware, as well as reinstalling salvaged gates and sliders, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 41 Spec No.23-07
Full compensation for Signing and Striping will be paid for at the contract unit price of lump sum (LS), which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the paint and thermoplastic pavement striping and markings, and traffic signage, per the Standard Details, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, paint, adhesive, temporary striping, sign posts, post foundations, excavation, backfill, concrete, sign panels, all required hardware, and other related work as shown on the Plans and as specified in these Construction Details, as stated in the Standard Specifications and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Street Lighting shall be paid for at the contract unit price of lump sum (LS), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in the installation of street lights on Clay Street between Main Street and Leslie Street, including all procurement, installation of new poles and foundations, conduits, pull boxes and vaults, excavation, backfill and removal of existing foundations, complete in place and functioning system and any other work required for the street light relocation, not specifically enumerated in these contract documents, and no additional allowance will be made therefor.
Full compensation for RRFB System will be paid for at the contract lump sum (LS) price, which price shall constitute full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing the rectangular rapid flashing beacon (RRFB), including but not limited excavation, backfill, compaction, sign poles, sign panels, flashing beacon, solar panel, communication radio, APS push button, pole foundations, functional testing and all other work required for a complete and operating system as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
Full compensation for Fine Grading and Soil Preparation shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in the soil preparation and grading of proposed landscaped areas, including soil amendments, and other related work as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Irrigation 120V Electrical Meter shall be paid for at the contract unit price per each (EA), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the irrigation electrical meter, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Irrigation System shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the irrigation system, including but not limited to, the irrigation controller assembly and pedestal, weather sensor, water meter and meter box, backflow assembly, master control valve, flow sensor, quick coupler, drip wires and piping, connection to the existing water main, trenching and trench repair, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Trees (24” Box) shall be paid for at the contract unit price per each (EA), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the 24” box trees, including but not limited to, excavation, stockpiling, hauling and disposal of material, pole stakes, cinch ties, trunk guards, root barriers, soil backfill, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Shrubs and Ground Cover shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the shrubs and ground cover, including but not limited to, excavation, stockpiling, hauling and disposal of material, soil backfill, and other related work, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Mulch (3-Inch) shall be paid for at the contract unit price per cubic yard (CY), and shall
NOT FOR BID
CENTRAL UKIAH CIRCULATION 42 Spec No.23-07
include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the mulch, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
Full compensation for Cobble Paving shall be paid for at the contract unit price per square foot (SF), and shall include full compensation for furnishing all labor, materials, tools, and equipment, and any incidentals for doing all work involved in furnishing and installing the cobbles in concrete, as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION II GENERAL CONSTRUCTION
10 GENERAL
No Changes.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
11 WELDING
Not Used.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
12 TEMPORARY TRAFFIC CONTROL
Add to section 12-1.01:
Prior to commencing construction which will affect existing traffic, the Contractor shall submit for review by the Engineer, a Traffic Control Plan on 11" x 17" paper which contains only information specifically related to work zone traffic control, including pedestrian traffic control. The plan will show which California MUTCD typical application is to be used for each work operation. If the Contractor proposed to use the current edition of the MUTCD in specific work operations, they shall submit in writing for consideration which Typical Application Diagram will be used for each work operation. A Traffic Control Plan or proposal shall be submitted to the Engineer for review at least two weeks prior to implementation.
The Traffic Control Plan shall be prepared by, sealed and signed a California licensed civil or traffic engineer and contain a title block which contains the Contractor's name, address, phone number, project superintendent's name, contract name, dates and hours traffic control will be in effect, and a space for review acknowledgment.
The content of the Traffic Control Plan shall include, but is not limited to, the following:
A. Show location and limits of the work zone.
B. Give dimensions of lanes affected by traffic control that will be open to traffic.
C. Indicate signing, cone placement, and other methods of delineation and reference to appropriate City or Caltrans standard.
D. Dimension location of signs and cone tapers.
E. Identify side streets and driveways affected by construction and show how they will be handled.
F. Show how pedestrian access to businesses will be maintained through the construction site.
G. Show how pedestrian traffic will be handled through the construction site.
H. Show how public transit will be handled through the construction area.
I. Demonstrate how two-way traffic will be maintained.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 43 Spec No.23-07
J. Identify message board locations. A minimum of four (4) changeable message boards and four (4) arrow boards shall be required.
No work except for installation of project identification signs will be allowed to commence prior to approval of the Work Zone Traffic Control Plan.
Replace section 12-1.03 with:
The Contractor shall be responsible for all costs of furnishing all flaggers, including transporting flaggers and furnishing all materials and equipment to provide passage of traffic through the work as specified in section 7-1.03 and 7-1.04.
Add to section 12-3.01A(1):
Construction area traffic control signs, equipment and devices shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 7-1.03 and Section 12 of the Standard Specifications, the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD), and as directed by the Engineer.
Notify Underground Services Alert (USA) at (800) 227-2600 or 811 a minimum of two (2) working days prior to installing signposts.
Attention is directed to Sections 7-1.03, "Public Convenience," 7-1.04, "Public Safety," and 12, "Temporary Traffic Control," of the Standard Specifications and to the Section entitled "Public Safety" elsewhere in these Special Provisions. Nothing in these Special Provisions shall be construed as relieving the Contractor from these responsibilities.
Replace section 12-3.20D with:
Attention is directed to "Public Safety" and "Order of Work" of these special provisions.
Temporary railing (Type K) placed in conformance with the provisions in "Public Safety" of these special provisions will be neither measured nor paid for. The cost to provide temporary railing (Type K) is included in the various items of work.
Add to section 12-3.32C:
Start displaying the message on the portable changeable message signs 15 minutes before closing the lane.
Provide four (4) portable changeable message signs.
Place the portable changeable message signs in advance of the 1st warning sign for each:
1. Stationary lane closure
2. Detour
For 5 days, starting on the day of Notice of Substantial Completion, place 1 portable changeable message sign in each direction of travel located 300 feet in advance of the northern and southern project limits and display the following message: "CHANGED CONDITIONS AHEAD."
Add to section 12-4.02A:
The Work Area shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. Access to abutting property, businesses and driveways shall be maintained during the performance of the work. The Contractor is advised that commercial businesses abut the entire Project Area. The Contractor shall provide advance written notification of the work and of temporary closures of driveways to the abutting owners or managers of the business at least five (5) business days prior to the start of the Work or the temporary closure of the driveway to the respective business property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 44 Spec No.23-07
Full costs for "Traffic Control System," including "Flagging Costs" and providing and maintaining access to abutting property, shall be considered as included in the bid item for “Traffic Control System,” and no additional compensation will be made therefor.
Designated holidays are shown in the following table:
Designated Holidays
Holiday Date observed
New Year's Day January 1st
Washington's Birthday 3rd Monday in February
Memorial Day Last Monday in May
Independence Day July 4th
Labor Day 1st Monday in September
Veterans Day November 11th
Thanksgiving Day 4th Thursday in November
Christmas Day December 25th
If a designated holiday falls on a Sunday, the following Monday is a designated holiday. If November 11th falls on a Saturday, the preceding Friday is a designated holiday.
Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including sections closed to traffic.
For all work, if work vehicles or equipment are parked within 6 feet of a traffic lane, close the shoulder area with fluorescent orange traffic cones or portable delineators. Place the cones or delineators on a taper in advance of the parked vehicles or equipment and along the edge of the traveled way at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. Use at least 9 cones or delineators for the taper.
Use a W20-1, "Road Work Ahead," W21-5b, "Right/Left Shoulder Closed Ahead," or C24(CA), "Shoulder Work Ahead," sign mounted on a crashworthy, portable sign support with flags. The sign must be 48 by 48 inches and placed as ordered by the Engineer. If a cone or delineator is displaced or overturned, immediately restore the device to its original position or location.
No work shall commence until Contractor’s Traffic Control Plan has been approved by the Engineer.
Exact locations of Project Identification signs and Advance Notice signs shall be determined in the field by the Engineer.
Except as noted elsewhere, only one lane may be closed at a time and no lanes shall be closed at any other hours unless specifically approved by the Engineer. The Contractor shall maintain vehicle access to adjacent streets, homes, businesses and other properties at all times while work is in progress except when necessary construction precludes such access for reasonable periods of time as determined by the Engineer.
When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 12 feet without written approval from the Engineer.
The Contractor will be required to maintain vehicle access to homes, businesses and other properties within the block where work is in progress.
The Contractor shall keep the City of Ukiah Fire Department informed regarding the closure of any traveled way. At a minimum, the Contractor shall call the Fire Department at (707) 463-6261 daily to report any traveled way closure. This requirement applies immediately upon closure for that day and again immediately after removal of the closure. For closures over multiple days, the daily notification still applies. This requirement does not apply for single lane closures on multiple lane local streets.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 45 Spec No.23-07
If the Contractor has been given an approved Traffic Control Plan that includes road closures, they will be required to maintain vehicular access to homes, businesses and other properties where work is in progress within the closure area.
Existing and regulatory signs are to be temporarily relocated, as directed by the Engineer, until new traffic signals are in place and operable for two-way traffic.
Seventy-two (72) hours prior to construction, the Contractor shall place a notice on each front door, and attempt to notify each owner or tenant verbally that work will be underway within his block between stated hours, and request that cars be parked out of the roadway by 9:00 a.m. Service of notice shall not bar use of cars within the block; however, as individual plans change and emergencies may arise.
Cross streets will require maintenance of at least one-half (½) width of each street for traffic purposes, unless a parallel route is approved by the Engineer. Flagging will only be allowed between the hours of 9:00 a.m. and 3:00 p.m.
Existing traffic signals shall remain in service at all times.
Barricades and flaggers shall be positioned to allow safe turns at intersections.
Replace section 12-4.02A(3)(b) with:
Every Monday by noon, submit a closure schedule request of planned closures for the next week period. The next week period is defined as Friday midnight through the following Friday midnight.
Submit a closure schedule request not less than 25 days and not more than 125 days before the anticipated start of any activity that reduces:
1. Horizontal clearances of traveled ways, including shoulders, to 2 lanes or less due to activities such as temporary barrier placement and paving
2. Vertical clearances of traveled way, including shoulders, due to activities such as pavement overlays, overhead sign installation, falsework, or girder erection Submit closure schedule amendments, including adding additional closures, by noon at least three (3) business days before a planned closure.
Cancel closure requests by notifying the City at least 48 hours before the start time of the closure.
You will be notified by the City of unauthorized closures or closures that require coordination with other parties as a condition for authorization.
The Engineer may reschedule a closure cancelled due to unsuitable weather.
If a closure is not opened to traffic by the specified time, suspend work. No further closures are allowed until the Engineer has reviewed and authorized a work plan submitted by you that ensures that future closures will be opened to traffic by the specified time. Allow 2 business days for review of your proposed work plan. The City does not compensate you for your losses due to the suspension of work resulting from the late opening of closures.
Notify the Engineer of delays in your activities caused by:
1. Your closure schedule request being denied although your requested closures are within the specified time frame allowed for closures. The City does not compensate you for your losses due to amendments to the closure schedule that are not authorized.
2. Your authorized closure being denied.
If you are directed to remove a closure before the time designated in the authorized closure schedule, you will be compensated for the delay.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 46 Spec No.23-07
Add to section 12-4.02C(7):
12-4.02C(7)(a) General
Section 12-4.02C(7)(c) includes specifications for closing traffic lanes, with stationary lane closures on multilane highways. The traffic control system for a lane closure must comply with the details shown.
Traffic control system includes signs.
Each vehicle used to place, maintain, and remove components of a traffic control system on a multilane highway must be equipped with a Type II flashing arrow sign that must be in operation whenever the vehicle is being used for placing, maintaining, or removing the components. Vehicles equipped with a Type II flashing arrow sign not involved in placing, maintaining, or removing the components if operated within a stationary-type lane closure must display only the caution display mode. The sign must be controllable by the operator of the vehicle while the vehicle is in motion. If a flashing arrow sign is required for a lane closure, the flashing arrow sign must be operational before the lane closure is in place.
Whenever components of the traffic control system are displaced or cease to operate or function as specified from any cause, immediately repair the components to the original condition or replace the components and restore the components to the original location.
For a stationary lane closure made only for the work period, remove the components of the traffic control system from the traveled way and shoulder, except for portable delineators placed along open trenches or excavation adjacent to the traveled way at the end of each work period. You may store the components at selected central locations designated by the Engineer within the limits of the highway.
Add to section 12-4.04:
The Contractor is directed to Chapter 6D, Pedestrian and Worker Safety, in the California MUTCD, the improvement Plans, and these special provisions.
Pedestrians shall be provided with a safe, convenient and accessible path that, at a minimum, replicates the most desirable characteristics of the existing sidewalk, path or footpath and maintains pedestrian access to all businesses.
The Contractor shall construct and maintain temporary pedestrian pathways through the work zone, where required, and to all businesses that shall be in compliance with the requirements of the Americans with Disabilities Act (ADA) and the MUTCD.
Pedestrian routes shall not be impacted for the purposes of any non-construction activities such as parking of vehicles or equipment, or stock piling of materials.
Pedestrians shall not be led into conflicts with work site vehicles, equipment or operations. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 WATER POLLUTION CONTROL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
14 ENVIRONMENTAL STEWARDSHIP
Replace section 14-2.03A with:
Section 14-2.02 applies if archaeological resources are discovered at the job site. Archaeological resources include chipped or ground stone, historic debris, building foundations and human bone. Do not disturb the resources and immediately:
1. Stop all work within 100 feet of the discovery.
2. Protect the discovery area.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 47 Spec No.23-07
3. Notify the Engineer.
The City of Ukiah will provide a qualified archaeologist to assess the significance of the find and, if necessary, develop appropriate treatment measures in consultation with the City and other appropriate agencies.
Replace section 14-4.01 with:
If human remains of Native American origin are discovered during project construction, it is necessary to comply with state laws relating to the disposition of Native American burials, which fall within the jurisdiction of the Native American Heritage Commission (NAHC) (PRC 5097). If any human remains are discovered or recognized in any location other than a dedicated cemetery, there will be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until:
1. The county coroner has been informed and has determined that no investigation of the cause of death is required; and
2. If the remains are of Native American origin, the descendants of the deceased Native Americans have made a recommendation to the landowner or the person responsible for the excavation work for means of treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provide in the PRC 5097.98.
Or:
3. The NAHC was unable to identify a decedent, or the descendent failed to make a recommendation within 24 hours after being notified by the commission.
If human remains are discovered during any demolition/construction activities, all ground-disturbing activities within a 330-foot radius of the remains shall be halted immediately, and the Mendocino County coroner shall be notified immediately, according to Section 5097.98 of the state Public Resources Code and Section 7050.5 of California’s Health and Safety Code. If the remains are determined by the County coroner to be Native American, the NAHC shall be notified within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains. The City shall consult with the Most Likely Descendant, if any, identified by the NAHC regarding the treatment and disposition of the remains.
Should paleontological resources be identified at any project construction site, the Contractor shall cease operation within a 330-foot radius of the discovery and immediately notify the City. The City will provide a qualified paleontologist to provide an evaluation of the find and to prescribe mitigation measures to reduce impacts to a lessthan-significant level. In considering any suggested mitigation proposed by the paleontologist, the City shall determine whether avoidance is necessary and feasible in light of factors such as the nature of the discovery, project design, costs, land use assumptions, and other considerations. If avoidance is unnecessary or infeasible, other appropriate measures shall be instituted. Work may proceed on other parts of the project site while mitigation for paleontological resources is carried out.
Add to section 14-6.03B:
Construction shall not cause nest abandonment of special-status species of birds or destruction of active nests of species protected by the Migratory Bird Treaty Act or Section 3503 of the California Department of Fish and Wildlife (CDFW) Code (protection of nesting passerines). The following measures shall be implemented to avoid disturbing any special status species nesting above ground. Vegetation removal conducted during the nesting period shall require a pre-construction survey for active bird nests, conducted by a qualified biologist. No known active nests shall be disturbed without a permit or other authorization from the U.S. Fish and Wildlife Service (USFWS) and the CDFW.
1. For earth-disturbing activities occurring during the breeding season (March 1 through September 1), a qualified biologist shall conduct pre-construction surveys of all potential nesting habitat for all birds within 500 feet of earth disturbing activities.
2. If active special status bird nests are found during pre-construction surveys:
a. A 500-foot no-disturbance buffer shall be created around active raptor nests during the breeding season or until it is determined that all young have fledged.
b. A 250-foot buffer zone will be created around the nests of other special status birds and of all other birds that are protected by CDFW Code 3503. These buffer zones are consistent with CDFW avoidance
NOT FOR BID
CENTRAL UKIAH CIRCULATION 48 Spec No.23-07
guidelines; however, they may be modified in coordination with CDFW based on existing conditions at the project site.
3. If preconstruction surveys indicated that nests are inactive or potential habitat is unoccupied during the construction season, no further mitigation is required. Shrubs and trees that have been determined to be occupied by special status birds or that are located 500 feet from active nests may be removed.
4. If vegetation removal activities are delayed or suspended for more than two weeks after the preconstruction survey, the areas shall be resurveyed.
The City of Ukiah will provide a qualified biologist. The Contractor shall coordinate with the City of Ukiah and the biologist and schedule all surveys sufficiently in advance so as to not cause delays in the Work. The Contractor shall anticipate and incorporate such surveys into the construction schedule.
Replace the 2nd paragraph of section 14-8.02 with:
The Contractor’s attention is directed to the provisions of Section 14-8, “Noise and Vibration", of the Standard Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of the General Conditions concerning the control of noise emissions and authorized work hours and days.
Do not exceed 86 dBA LMax at 50 feet from the job site activities from 7:00 p.m. to 7:00 a.m. except you may operate equipment within the project limits during these hours to:
1. Service traffic control facilities
2. Service construction equipment
The Contractor shall notify all residents within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the Engineer for approval a minimum of 5 working days prior to the proposed public notification.
The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with these requirements and of the Standard Specifications.
The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines.
Add to section 14-9.02:
The Contractor shall comply with the Mendocino County Air Quality Management District Rules 1-410 and 4- 130.
Add to section 14-11.08E:
Dust control shall conform to the provisions of Section 14-11.08E and Section 18 of the Standard Specifications.
In accordance with the recommendations contained in the certified Project EIR, all active construction areas shall be watered at least twice daily and more often during hot or windy periods. The active areas adjacent to businesses and residential areas shall be kept damp at all times. Hauling trucks shall be covered or at least a two-foot freeboard shall be maintained.
Unpaved access roads, parking areas for construction equipment and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix asphalt or have a stabilized access in accordance with the Plans and referenced details. Unpaved construction staging areas shall receive the application of either water twice daily or non-toxic soil stabilizers. All paved access roads, parking areas, staging areas, storage areas, and public roads impacted by the work of the project shall be swept daily with street sweepers equipped with water spray to remove soil materials that have been deposited on these surfaces by reason of the work.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 49 Spec No.23-07
The Contractor shall enclose, cover, or water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposed stockpiles, embankment slopes, and cut slopes.
Traffic speeds on unpaved surfaces shall be limited to a maximum speed of 15 mph.
Add after the 2nd paragraph of section 14-11.12A:
This project includes removal of yellow thermoplastic that will produce hazardous waste residue.
Add after the 1st paragraph of 14-11.12E:
After the Engineer accepts the analytical test results, dispose of yellow thermoplastic and yellow paint hazardous waste residue at a Class 1 disposal facility located in California within 60 days after accumulating 220 lb of residue.
If less than 220 lb of hazardous waste residue and dust is generated in total, dispose of it within 30 days after the start of accumulation of the residue.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Add to section 15-1.03B:
Concrete sidewalk, curb ramp, shoulder and curb and gutter designated on the Plans to be removed shall be removed by the Contractor. The Contractor shall dispose of all Portland cement concrete and asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
16 TEMPORARY FACILITIES
No Changes.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ Add to section 17-2.03A:
This work shall consist of removing all objectionable material within the limits shown on the Plans and as directed by the Engineer. Clearing and grubbing shall be performed in advance of grading operations and in accordance with the requirements of these Special Provisions.
Special care shall be taken by the Contractor to protect adjacent property, improvements, utilities facilities, lawns, landscape features and landscape irrigation and shrubbery from damage. Any such objects or improvements so damaged shall be replaced or restored in kind by the Contractor, at his own expense, to the satisfaction of the Engineer.
All existing street designation and traffic control signs and posts within the limits of work shall be carefully removed, cleaned of excess earth and debris, and delivered to the City, except those that are required for traffic control as determined by the Engineer or as shown on the Plans to be relocated.
The area to be cleared and grubbed shall be the area shown on the Plans, unless otherwise specified.
The Contractor shall be responsible for coordinating with the City to remove and dispose of wood and other debris from the portion of the properties currently being acquired by the City, located at APN 002-282-02-00 and APN 002- 232-05-00 (122 Leslie Street) as needed to provide a clean, clear area within the future City ownership limits.
All stumps, large roots, and other objectionable materials shall be removed to a depth of 3 feet below finished
NOT FOR BID
CENTRAL UKIAH CIRCULATION 50 Spec No.23-07
grade in the area between curbs, and to a depth of 12 inches below finished grade in the area between curb and public utility easement line. The resulting spaces shall be backfilled with suitable fill material placed and compacted in accordance with the applicable provisions of Section 19-6.03 of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
18 DUST PALLIATIVE
Add to section 18-1.01A:
The application of water and the developing of a water supply shall be performed in accordance with the provisions of Section 18, “Dust Palliative,” of the Standard Specifications except as modified by these Special Provisions.
The Contractor is advised that water may be obtained from fire hydrants within the project area under permit with the City’s Public Utilities Department and upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City’s Corporation Yard located at 1320 Airport Road, (707) 463-6200. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
19 EARTHWORK
Add to section 19-1.03B:
Removal of existing bituminous pavement and base materials will be paid for as “Roadway Excavation” for the quantities involved and no additional allowance will be made therefor.
Existing utilities exposed during subgrade excavation shall be immediately brought to the attention of the Engineer.
Excess materials from the excavation shall become the property of the Contractor and shall be disposed of by the Contractor at the Contractor’s expense.
In the event that the subgrade material is unstable and cannot be made stable by drying the top six inches as determined by the Engineer then the Contractor shall excavate an additional depth as directed in the field and install 12 inches of Class 2 aggregate base as backfill.
Add to section 19-2.01A:
Roadway excavation shall include all excavation, grading, bioretention area excavation, landscape and tree excavation and fill, subgrade preparation, disposal of excess material, and all other work as specified herein.
Add to section 19-7.02C:
Imported borrow shall have a minimum Resistance Value (R-Value) of 20, rock particles no larger than 3 inches, and with 100% passing a 6-inch sieve, 85% minimum passing a 2.5-inch sieve, 30% minimum passing a No. 200 sieve.
Atterberg limits: Plastic Limit PI < 20, Liquid Limit < 40. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20 LANDSCAPE
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
21 EROSION CONTROL
No Changes
Add to section 21-2.03A:
Remove sediment deposits from inside of existing storm drains and culverts shown on the Plans.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 51 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
22 FINISHING ROADWAY
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION IV SUBBASES AND BASES
23 GENERAL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 24 STABILIZED SOILS
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
26 AGGREGATE BASES
Add to section 26-1.02A:
Aggregate base shall be Class 2 3/4" inch maximum.
Aggregate base shall be placed, moisture conditioned, graded, and compacted to the grades or limits shown on the Plans.
Add to section 26-1.02B:
Construction of the new aggregate base shall conform to Section 26 of the Standard Specifications. Grading shall comply with the requirements of Section 19 of the Standard Specifications and these special provisions.
During any grading operations, the Contractor is directed to Section 7, “Legal Relations and Responsibility to the Public”. The Contractor shall protect any items, facilities, or improvements, as necessary, in order to avoid causing damage.
The existing subgrade material below the new aggregate base shall be prepared as described in Section 19 of these special provisions.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
27 CEMENT TREATED BASES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
28 CONCRETE BASES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
29 TREATED PERMEABLE BASES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
30 RECLAIMED PAVEMENT
Not Used
NOT FOR BID
CENTRAL UKIAH CIRCULATION 52 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
31–35 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION V SURFACINGS AND PAVEMENTS
36 GENERAL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
37 BITUMINOUS SEALS
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
38 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
39 ASPHALT CONCRETE
Add to section 39-2.01A(1):
Test method Year of publication
AASHTO T322 - Standard Method of Test for Determining the Creep Compliance and Strength of Hot Mix Asphalt (HMA) Using the Indirect Tensile Test Device 2007
AASHTO TP 79 - Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT)
2018
ASTM D2172 - Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures
2017
ASTM D6433 - Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys
2018
Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method (Attached)
2014
Add to section 39-2.01A(2):
reinforcing fibers: High tensile strength aramid fiber blend specially formulated to reinforce hot mix asphalt. fiber reinforced asphalt concrete (FRAC): A mixture of hot mix asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to conventional non-fiber asphalt mixes.
Aramid Dispersion State Ratio (ADSR): A measure of the dispersion efficiency of the Reinforcing Fibers within asphalt mixes. ADSR is calculated by comparing the mass of aramid in the individual state to the total mass of extracted aramid fibers, expressed as a percentage.
Add to section 39-2.01A(3)(b)(i):
5. Representative fiber product sample.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 53 Spec No.23-07
6. Fiber product data sheet and certification from the Manufacturer that the fiber product supplied meets the requirements of this specification.
7. Manufacturer’s instructions and general recommendations.
8. Performance results of ADSR testing from a minimum of three (3) separate laboratory trials to validate Dispersion Efficiency.
a. Perform ADSR test based on modified ASTM D2172 procedures as provided in the document entitled “Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method”. A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials Laboratory at Arizona State University at [email protected]. b. To validate ADSR results, average extracted aramid fiber quantity must equal 0.007 percent by total sample weight with no individual result less than 0.005 percent of the total sample weight. c. All tested fiber mixes must achieve a minimum ADSR of 85%.
9. Performance results of Pavement Condition Index (PCI) testing from a minimum of three (3) separate side-by-side field trials with a minimum in-service pavement age of four (4) years to validate Cracking Resistance.
a. PCI surveys shall be performed according to ASTM D6433. b. Tests results shall include a control and a fiber reinforced pavement section. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project.
c. In field performance sections shall be subject to the same environmental and traffic conditions.
A minimum surface area of 500 yd2 per FRAC and control section is required. d. PCI results from fiber sections shall show a minimum 10 PCI points greater than the control section after a minimum of 4 years.
10. Performance results of FN testing from a minimum of three (3) separate laboratory trials to validate Rutting Resistance. **NOTE: Testing is NOT required on samples from the job mix, submit previously completed lab testing only.
a. Perform FN tests using the protocol from AASHTO TP79. b. Tests results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project.
c. Results from fiber specimens shall each show an average FN increase of at least 75% over control specimens.
11. Submit a minimum of five (5) public project examples within the State of California with references (name, phone number and email address) where the reinforcing fiber product was used.
All historical test results submitted to validate the fiber’s performance in asphalt mixes shall be from previously completed laboratory and field trials using plant-produced FRAC from a documented source only. Results from lab-produced FRAC or FRAC from an undocumented source will not be accepted.
Fiber dosage rate in all submitted test reports must be equal to the rate proposed for this project. Only testing performed by an AASHTO accredited laboratory or nationally recognized university testing lab will be considered.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 54 Spec No.23-07
Add to section 39-2.01A(4)(b):
In the Engineer's presence and from the same production run, take the following samples:
1. Aramid Dispersion Visual Test: Collect a 10kg sample of mix from the discharge chute during first 50 tons of production. Visually assess the state of aramid fibers in the sample according AASHTO TP79 and rate the sample as “Pass” or “Fail”.
a. “Pass” = All fibers exist in an Individual State and no Undistributed Clips or Agitated Bundles of fiber are detected.
b. “Fail” = One or more Undistributed Clips or Agitated Bundles are detected.
2. If a sample is rated as “Fail”, adjust mixing operations to improve fiber dispersion and repeat Step 1 above.
3. If Visual Test results in three consecutive “Fail” ratings, plant mix samples should be sent to a thirdparty laboratory for complete ADSR testing before production is allowed to commence.
4. In addition to Visual Test, use a shovel to inspect FRAC mix in the back of first three (3) trucks and every tenth truck thereafter to confirm adequate blending of the fiber.
5. Remove any observed fiber bundles from placed mixture and adjust operations per the manufacturer’s recommendation to eliminate future fiber bundle development, and repeat Steps 1 through 3 above to confirm adequate aramid fiber dispersion.
New section 39-2.01B(6) Reinforcing Fibers
Provide a reinforcing fiber blend of Virgin Polyolefins and Virgin Aramids that meets the requirements in the tables below.
Reinforcing Fiber Material Properties
Property Test Method Polyolefin Aramid
Form Manufacturer
Certification Serrated Monofilament
Nominal Specific Gravity ASTM D276 0.91 1.44
Tensile Strength (psi) ASTM D7269 NA1 400,000
Length (in) Manufacturer
Certification 0.75 0.75
Reinforcing Fiber Performance Properties
Performance Measure Test Method Standard Requirement
Dispersion Efficiency
Aramid Dispersion
State Ratio
(ADSR)
Modified ASTM
D2172 ≥ 85%
Field Performance
Cracking Resistance
Pavement
Condition Index ASTM D6433
≥ 10 PCI Points
Increase,
Minimum 4 Years
Resistance to Permanent
Deformation (Rutting) Flow Number (FN) AASTHO TP79 ≥ 75% increase
NOT FOR BID
CENTRAL UKIAH CIRCULATION 55 Spec No.23-07
Reinforcing fibers shall be FORTA-FI®, provided by the Forta Corporation, or an approved equivalent product and meets the specified submittal, performance and material properties outlined in these Special Provisions.
Replace section 39-2.01B(3) with:
Asphalt binder used in HMA Type A must be Grade PG 64-16.
Replace section 39-2.01B(10) with:
Tack Coat shall be Grade PG 64-16, conforming to the provisions of Sections 39 and 92 of the Standard Specifications and shall be used between layers of each lift of HMA, and on curbs, gutters and construction joints.
Replace the 2nd paragraph in section 39-2.02A(1) with:
Produce and place HMA Type A.
Add to section 39-2.02B(4):
Aggregate used in HMA Type A must comply with the 3/4-inch HMA Types A gradation for initial course.
Aggregate used in HMA Type A must comply with the 1/2-inch HMA Types A gradation for final course.
Add to section 39-2.01B(8)(a):
Deliver fiber-reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number.
Deliver fiber-reinforcement to location where it will be added to each batch or loaded into the mixer.
Store materials covered and off the ground. Keep sand and dust out of boxes and do not allow boxes to become wet.
Add aramid and polyolefin reinforcing fiber blends at a dosage rate of one (1) pound fiber per one (1) ton of asphalt.
Add alternative aramid fiber blends at a rate proposed by the manufacturer that achieves the ADSR, PCI, and FN results required by Section D.
A fiber manufacturer’s representative shall be on site during mixing and production. This requirement may be waived by the City if fiber manufacturer and asphalt producer can supply evidence of manufacturer’s brand of fiber being successfully produced a minimum of three (3) times at the asphalt plant to be used for the project.
Batch Plant. When a batch plant is used, add fiber to the aggregate in the weigh hopper and increase both dry and wet mixing times. Ensure that the fiber is uniformly distributed before the injection of asphalt cement into the mixture.
Drum Plant: Inject fibers through the RAP collar manually or by feeding them with a metered air blown system to promote rapid and complete fiber dispersion. Rate the feeding of fibers with the rate the plant is producing asphalt mix. If there is any evidence of fiber bundles at the discharge chute, increase the mixing time and/or temperature or change the angle of the fiber feeder line to increase dry mixing time.
1. Add fibers continuously and in a steady uniform manner. Provide automated proportioning devices and control delivery within ±10% of the mass of the fibers required. Perform an equipment calibration to the satisfaction of the fiber manufacturer’s representative to show that the fiber is being accurately metered and uniformly distributed into the mix.
2. Include the following with the air blown system:
a. Low level indicators
b. No-flow indicators
NOT FOR BID
CENTRAL UKIAH CIRCULATION 56 Spec No.23-07
c. A printout of feed rate status in pounds/minute
d. A section of transparent pipe in the fiber supply line for observing consistency of flow or feed. e. Manufacturer’s representative’s approval of fiber addition system Add to section 39-2.01B(11):
HMA shall be 1/2-inch Type A.
The minimum asphalt binder content must be 6.0 percent for 1/2-inch aggregate.
Asphalt binder shall be PG 64-16.
Add to section 39-2.02C:
During the entire construction period, the Contractor shall take care to protect existing pavement and concrete surfaces. Surfaces scarred by cleanup or equipment shall be repaired in a manner satisfactory to the Engineer. Any and all damage caused by the Contractor's operations to existing roads and streets shall be repaired by the Contractor to at least the original condition and to the satisfaction of the Engineer, at no additional cost to the City.
If pavement is damaged (excessive loading, grouser marking, scarring/scraping of pavement, etc.) outside the limits of the work, a full lane width grinding and overlay will be required as directed by the Engineer at no additional compensation to the Contractor.
Ensure the area is clean and dry. All material accumulations which would interfere with the adhesion of the tack coat or with the placing and performance of the HMA shall be removed, including dust, loose aggregate, soil, leaves, and pieces or lumps of other foreign material deposited on the surface.
A tack coat shall be applied to existing pavement including planed surfaces, between HMA layers, and to vertical surfaces of curbs, gutters and construction joints at the minimum residual rates specified in Section 39-2.01C(3)(f) “Tack Coat” of the Standard Specifications.
Before placing HMA, a tack coat shall be furnished and applied uniformly to contact surfaces of all cold pavement joints, curbs, gutters, pavement reinforcing fabric and all existing pavement to be surfaced in conformance with Section 39 of the Standard Specifications.
Tack coat shall be applied to any course in advance of spreading the next course unless the surface temperature is at least 140 °F.
Hot mix asphalt shall not be placed until tack coat has cured.
Immediately in advance of placing HMA, apply additional tack coat to damaged areas or where loose or extraneous material is removed.
Close areas receiving tack coat to traffic. Do not track tack coat onto pavement surfaces beyond the job site.
Placing HMA shall be done under suitable weather conditions for such operations. Rain, snow or other inclement weather will be cause for discontinuing paving Work. The Engineer shall have the authority for determining whether weather conditions are sufficient cause to postpone work.
Spreading and compacting shall be performed in accordance with Section 39-2.01C and Section 39-2.02C of the Standard Specifications.
HMA shall be transferred from the trucks into the hopper of the paving machine by means of a shoulder machine equipped with a conveyor belt. Any equipment used to transfer asphalt concrete to the paving machine shall not exceed the load capacity of any surface it is driven over and, therefore, shall not produce rutting or pumping of the existing roadway surface or newly placed HMA at any time. No trucks or other rubber-tired construction equipment are allowed on the subgrade at any time except when proofrolling in the
NOT FOR BID
CENTRAL UKIAH CIRCULATION 57 Spec No.23-07
presence of the Engineer.
Longitudinal joints in the top layer must match specified lane edges shown on the striping Plans. Longitudinal joints in lower HMA layers shall be offset at least 0.5 feet from each side of the specified lane edges.
Finish rolling shall be completed before pavement surface temperature is below 150 degrees F.
Traffic shall not be allowed on HMA until mid-depth temperature is below 160 degrees F and the pavement surface temperature is below 140 degrees F.
The completed surfacing shall be true to grade and cross section, of uniform smoothness and texture, compacted firmly and free from depressions, humps or irregularities.
Dikes shall be shaped and compacted with equipment capable of shaping and compacting the material to the required cross section.
Add to section 39-3.04:
39-3.04 Cold Planing Asphalt Concrete Pavement
39-3.04A General
Existing asphalt concrete pavement shall be removed by cold-plane methods at the locations and to the dimensions shown on the Plans, including conform grinding. Striping and markings located within cold-plane limits shall be removed with cold planed asphalt concrete. Conform grinding asphalt concrete pavement shall be performed by the cold planing method. Planing of the asphalt concrete pavement shall not be done by the heater planing method.
Cold planing machines shall be equipped with a cutter head not less than 30 inches in width and shall be operated so as not to produce fumes or smoke. The cold planing machine shall be capable of planing the pavement without requiring the use of a heating device to soften the pavement during or prior to the planing operation.
The depth, width and shape of the cut shall be as indicated on the typical cross-sections, details, or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross-sections and details.
The outside lines of the planed area shall be neat and uniform. Planing asphalt concrete pavement operations shall be performed without damage to the surfacing to remain in place.
Planed widths of pavement shall be continuous except for intersections at cross-streets where the planing shall be carried around the corners and through the conform lines. Following planing operations, a drop-off of more than
0.15-foot will not be allowed at any time between adjacent lanes open to public traffic.
When transverse joints are planed in the pavement at conform lines, no drop-off shall remain between the existing pavement and planed area when the pavement is opened to pubic traffic. If asphalt concrete has not been placed to the level of existing pavement before the pavement is to be opened to public traffic, temporary asphalt concrete tapers shall be constructed. Asphalt concrete for temporary tapers shall be placed to the level of the existing pavement and tapers on a slope of 30:1, or flatter, to the level of the planed area.
Asphalt concrete for temporary tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Temporary asphalt concrete tapers shall be completely removed, including the removal of all loose material from the underlying surface, before placing the permanent surfacing.
Such removed material shall be disposed of outside the highway right-of-way in accordance with the provisions of Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications.
Operations shall be scheduled such that not more than seven (7) days shall elapse between the time when transverse joints are planed in the pavement at the conform lines and the permanent surfacing is placed at such conform lines.
The material planed from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be removed and disposed of outside the right-of-way in accordance with the provisions in Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. Removal operations of coldplaned material shall be concurrent with planing operations and follow within 50 feet of the planer, unless otherwise directed by the Engineer. A cold planer may not be used for recycling asphalt concrete pavement into aggregate base.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 58 Spec No.23-07
Any concrete rings (i.e., at manholes) within the roadway shall be adjusted to cleanly accommodate new HMA pavement.
Schedule cold planing activities so that not more than 3 days elapses between the time the pavement is cold planed and the HMA is placed.
39-3.04B Materials
Use the same quality of HMA for temporary tapers that is used for the HMA overlay or comply with the specifications for minor HMA in Section 39.
39-3.04C Construction
39-3.04C(1) General
The machine used for planing shall have performed satisfactorily on similar work and shall meet the following requirements herein.
The planing machine shall be specifically designed and built for the planing of bituminous pavements without the addition of heat.
The machine shall be capable of being operated at speeds of zero to forty feet per minute, it shall be self-propelled, and have the capability of spraying water at the cutting drum to minimize dust. The machine shall be operated in such a way so that no fumes or smoke will be produced. The machine shall be capable of removing the paving material next to curbs or gutters and be designed such that the operator thereof can at all times observe the planing operation without leaving the controls. The machine shall be adjustable for slope and depth and shall be equipped with sonic sensing devices for controlling depth.
Prior to cold planing, all utility facilities shall be lowered to below the grinding planes.
Limits of cold planing are shown on the Plans. The depths and dimensions of the cold planing and edge grinds are designated on the Plans and may vary as required to achieve design finish grades.
Cold planing may require removal of existing asphalt concrete above gutter lips, in addition to the required depth below the gutter lip.
Pavement to be cold planed may contain pavement fabric.
Prior to cold planing, on streets to have a uniform depth of the existing surface removed, all utility covers shall be lowered such that the cutting teeth of the planing machine passes over the adjusted lid without causing damage to the lid or frame. Contractor will be responsible for maintaining any temporary asphalt fill material over these facilities until the final paving surface is installed. The Contractor shall clearly mark or reference lowered sanitary sewer manholes, storm drain manholes, and water valves in case emergency access is required by the agency responsible for operation of those systems.
All pavement areas designated for removal and replacement shall be cold planed to the full width of the roadway.
Pavement against curb faces shall be removed to the full depth designated for that particular section of roadway. If pavement against curb faces cannot be removed by the planing machine, the Contractor shall use other means to remove this material.
If tear-out to the underlying layers occurs during the cold planing operation, the Contractor shall adjust his operation to minimize tear-out. Corrections shall include changing operation speed and replacing cutting teeth. Changes in cold planing depth shall only be made with approval of the Engineer.
Areas torn out by lack of diligence on the Contractor’s part shall be corrected by placement of asphalt concrete conforming to the requirements of these special conditions. Areas torn out due to pre-existing adhesion problems in the existing asphalt concrete shall be corrected at the City’s expense as directed by the Engineer.
Remove cold planed material concurrent with planing activities so that removal does not lag more than 50 feet behind the planer.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 59 Spec No.23-07
During the cold planing operation, the Contractor shall sweep the roadway with mechanical equipment and remove all loosened material from the project site until completion of the removal work.
All material removed shall be considered the property of the Contractor and shall be removed and disposed of in accordance with Section 14-10, “Solid Waste Disposal and Recycling,” and all applicable laws at the Contractor’s expense.
Contractor shall dispose of all asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense.
In addition to removing the cold planned asphalt concrete, the Contractor shall remove any slurry seal or asphalt concrete which is adhered to the top of the adjacent gutter, cross gutter, or spandrel.
The Contractor shall take all necessary measures to avoid the dispersion of dust. Attention is directed to section 18, “Dust Palliatives,” of the Standard Specifications and these special provisions.
Add to section 39-3.05C:
Asphalt and concrete removal operations shall be performed without damage to any structure or facility that is to remain in place, and the Contractor shall, at his own expense, repair any such damage to the satisfaction of the Engineer.
Where no joint exists between concrete or asphalt concrete to be removed and concrete or asphalt concrete to remain in place, the concrete or asphalt concrete shall be cut in a neat line to a minimum depth of 0.25-foot with a power driven saw before the concrete or asphalt concrete is removed.
Asphalt shall be removed along clean, straight lines and may be cut by any method which will not damage existing pavement, base or subgrade to remain in place. Edges of asphalt broken down during the making of subgrade shall be recut and removed before surfacing material or new asphalt pavement is placed, and no additional compensation will be made therefor. Sections of asphalt outside the lines and limits of removal shown on the Plans or established by the Engineer that are removed, broken or damaged by the action of the Contractor, or through his negligence or operations, shall be replaced by the Contractor at his own expense to the satisfaction of the Engineer.
Striping and markings located within asphalt pavement removal limits shall be removed as part of asphalt concrete removal.
The Contractor shall dispose of all Portland cement concrete and asphalt concrete generated from removal or demolition activities on the project at a recycler for these materials and in accordance with Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications. The Contractor shall provide receipts verifying delivery and approximate quantities (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by him at his expense.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
40 CONCRETE PAVEMENT
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
41 EXISTING CONCRETE PAVEMENT
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
42 GROOVE AND GRIND CONCRETE
Not Used
NOT FOR BID
CENTRAL UKIAH CIRCULATION 60 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
43–44 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VI STRUCTURES
45 GENERAL
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
46 GROUND ANCHORS AND SOIL NAILS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
47 EARTH RETAINING SYSTEMS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
48 TEMPORARY STRUCTURES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
49 PILING
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
50 PRESTRESSING CONCRETE
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
51 CONCRETE STRUCTURES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
52 REINFORCEMENT
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
53 SHOTCRETE
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
54 WATERPROOFING
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
55 STEEL STRUCTURES
Not Used
NOT FOR BID
CENTRAL UKIAH CIRCULATION 61 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
57 WOOD AND PLASTIC LUMBER STRUCTURES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
58 SOUND WALLS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
59 STRUCTURAL STEEL COATINGS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
60 EXISTING STRUCTURES
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VII DRAINAGE
61 GENERAL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
62-63 RESERVED
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
64 PLASTIC PIPE
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
65 CONCRETE PIPE
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
66 CORRUGATED METAL PIPE
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
67 STRUCTURAL PLATE CULVERTS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
68 SUBSURFACE DRAINS
Not Used
NOT FOR BID
CENTRAL UKIAH CIRCULATION 62 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
69 OVERSIDE DRAINS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
70 MISCELLANEOUS DRAINAGE FACILITIES
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
71 EXISTING DRAINAGE FACILITIES
Add to section 71-5.03B:
The concrete around all adjusted frames, covers, grates and manholes shall be left one and one-half (1-1/2”) inches lower than the adjacent pavement. The concrete surface shall be tack coated with 0.10 gallons per square yard and paved with ½ inch Type A HMA. Immediately after placement, the surface shall be sand sealed.
The surface adjusted facilities shall be true to the new pavement surface to within one-eighth inch (1/8”) deviation.
This tolerance shall apply in a single direction only, either up or down. In addition, the adjusted facility shall not vary by the high tolerance on one side and the low tolerance on the other (i.e. the total aggregated tolerance on both sides shall be limited to the 1/8” inch variation). This variation shall apply to the adjacent patch paving around the facility as well such that neither the paving nor the facility varies by more than the stated tolerance. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 SLOPE PROTECTION
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
73 CONCRETE CURBS AND SIDEWALKS
Replace section 73-1.02B with:
Pedestrian curb ramp detectable warning surface shall consist of raised truncated domes constructed with pedestrian ramps in conformance with the details shown on the Plans and described in these special provisions.
The detectable warning surface shall be Vitrified Polymer Composite (VPC) Cast In Place Detectable/Tactile Warning Surface Tiles, and shall be an epoxy polymer composition with an ultra violet stabilized coating employing aluminum oxide particles in the truncated domes. Detectable warning surface shall be Armor-Tile cast-in-place detectable warning surface or approved equal.
Submit manufacturer’s literature describing products, specifications, installation procedures and routine maintenance. Install in strict accordance with manufacturer’s written installation procedures.
The color of the detectable warning shall be yellow conforming to Federal Standard 595B, Color No. 33538.
The finish surface of the detectable warning surface shall be free from blemishes. No cutting of the tiles will be allowed. Installation will be per manufacturer’s instructions or as directed by the Engineer.
The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is a defect in the dome shape, color, fastness, sound-on-cane acoustic quality, resilience, or attachment. The warranty period shall begin upon final acceptance of the project.
Prior to constructing the cast-in-place detectable warning surface, the Contractor shall demonstrate the ability to produce a detectable warning surface conforming to the details shown on the Plans and these special provisions by constructing a 24" x 24" test panel.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 63 Spec No.23-07
Add before the 1st paragraph in section 73-3.03:
Before placing concrete, verify that forms and site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if you encounter site conditions that will not accommodate the design details. Modifications ordered by the Engineer are change order work.
Replace section 73-4.01C with:
Submit the manufacturer data for the curing and finishing compounds for each type of concrete finish.
Replace section 73-4.01D(1) with:
Installer Qualifications: Engage an experienced Installer who has completed in the last three (3) years at least ten (10) concrete installations similar in material, design, and extent to that indicated for this Project, and whose work has resulted in construction with a record of successful in-service performance. The installer shall be able to document examples of completed work.
Specifications and recommended practices of American Concrete Institute (ACI), American Society for Testing and Materials (ASTM), and The Uniform Building Code are referred to in this Specification, with their individual designations are to be considered part of this Specification.
Single-Source Responsibility: Obtain each color, type, and variety of concrete, aggregates, sand, joint materials, and other materials, from a single source with resources to provide products and materials of consistent quality in appearance and physical properties without delaying the Work. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
74 PUMPING EQUIPMENT AND CONTROLS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
75 MISCELLANEOUS METAL
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
76 WELLS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
77 LOCAL INFRASTRUCTURE
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
78 INCIDENTAL CONSTRUCTION
Placeholder for now – new monument on Clay St needed?
Add to section 78-2.01:
Survey monument adjustments shall conform to the provisions in Section 78-2, “Survey Monuments,” of the Standard Specifications, and these Construction Details. This item of work shall consist of resetting cast-in-place Portland cement concrete survey monument at the location shown on the Plans, as directed by the Engineer, and these Construction Details.
The survey marker disk for the survey monument will be furnished by the City at the site of the project. The exact location of the monuments will be established by the Engineer and upon completion, the monuments will be checked and the center point stamped by the Engineer.
Waste materials generated by resetting survey monuments shall be disposed of in accordance with the requirements of Section 14-10, “Solid Waste Disposal and Recycling,” of the Standard Specifications.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 64 Spec No.23-07
The concrete portion of monuments shall be constructed in accordance with the provisions in Section 51, “Concrete Structures,” and Section 90, “Portland Cement Concrete.” Concrete shall be minor concrete. A one-inch maximum aggregate shall be used.
Any monuments which will or may be disturbed by construction activities or are replaced as part of the project must be tied out and corner record filed prior to construction. The Contractor will not be required to file corner records.
The Contractor MUST receive clearance from the Engineer in writing prior to disturbing any monument.
All work associated with resetting survey monuments is the responsibility of the Contractor, including any costs associated with the work.
The Contractor shall be responsible for constructing the “New Monument” where monuments are shown on the plan to be disturbed/destroyed. Work shall be performed in the presence of the Engineer. The Contractor shall notify the Engineer at least seventy-two (72) hours prior to construction of monuments to set the straddlers for the new monuments. The Contractor shall set the monument in accordance with City Standard Plan. No. 140.
The Engineer will provide the “center punch” upon completion of the new monument construction. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
79 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
80 FENCES
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION IX TRAFFIC CONTROL FACILITIES
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 82 SIGNS AND MARKERS
Add to section 82-9.03A:
In paved areas, the metal post shall be removed, the foundation removed to 4 inches below grade, and the surface repaired. In unpaved areas, metal posts and foundations shall be removed in their entirety and the hole backfilled where the post and foundation has been removed.
Relocate roadside signs to locations shown on the Plans. New and relocated signs shall be installed on removable posts per City Drawing No. 120. New sign panels shall conform to the requirements in the California Manual on Uniform Traffic Control Devices, latest edition. Signage shall conform to Section 56 in the Caltrans Standard Specifications, 2018 Edition.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
83 RAILINGS AND BARRIERS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
84 MARKINGS
Add to section 84-2.01A:
All pavement legends and traffic striping shall conform to the forms and dimensions in the Caltrans Standard Plans and Specification, 2018 Edition, and the California Manual on Uniform Traffic Control Devices, latest edition, and be thermoplastic, unless otherwise noted.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 65 Spec No.23-07
Add to section 84-2.03A:
The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed fifty square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the Engineer for review of tie downs.
The Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional lines, arrows, and other markings in accordance with the Plans.
Temporary tab markers shall be placed not more than six (6’) feet apart on curves nor more than twelve (12’) feet apart on straight segments.
Temporary tab markers (floppies) shall be the same color as the permanent traffic stripe that they are replacing, shall measure two (2”) inches tall by three and one-half (3-1/2”) inches wide, and have a reflective lens across the width of the marker. Temporary tab markers shall be placed before the lane is opened to traffic, unless otherwise approved by the Inspector.
Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope.
Prior to application of permanent striping and markers, the Contractor shall call for review and approval of the proposed striping by the Engineer. The Engineer shall have the right to make changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied until after approval is granted by the Engineer. The Contractor shall allow a minimum of three (3) working days for review of the layout by the Engineer.
Permanent traffic striping and markings including legends and arrows shall be placed within twenty-one (21) days after paving or surfacing, unless otherwise directed by the Engineer.
Temporary marking tape or temporary tab markers denoting crosswalks shall be placed the same day that the pavement surfacing is placed. Temporary tab markers denoting crosswalks or limit lines shall be placed at intervals not to exceed three (3’) feet.
Failure to comply with these requirements shall result in a liquidated damage of $150 per day for each street that has not received permanent installation of the required raised pavement markers, traffic striping, and markings.
Add to section 84-2.03B:
In areas adjacent to the reconstructed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. Removal of existing striping and markings shall not materially damage the underlying pavement.
Existing striping and markings that are to remain in place shall be protected from damage in accordance with Section 84-1.03B of the Standard Specifications. The Contractor shall replace all striping which has been damaged or obliterated by or during the work. This shall include striping replacement completely across the street even in the event that the Contractor’s work may not extend that far. Both lines of each crosswalk shall be completely repainted even if only a portion of a line has been obliterated.
When the Contractor’s work removes or reduces the visual appearance of a lane or center line, the Contractor shall replace all striping between the adjacent intersections in both directions. Where a median exists, this work will be required only in the roadway where the work has occurred, unless a detour which altered the pavement markings occurred in the other roadway. In such cases, the striping will be replaced in both directions.
Add to section 84-2.03C(2)(a):
No primer or thermoplastic shall be installed within forty-eight (48) hours from the last measurable rain report as provided by the Engineer.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 66 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
85 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION X ELECTRICAL WORK
The work shall consist of furnishing all the labor, materials, tools, and equipment necessary to construct and complete in an efficient, operative, and workmanlike manner the installation of traffic control systems in accordance with the Plans and these Technical Provisions. The Work also includes the exploratory excavations by potholing at the locations of all proposed street light poles.
Rectangular Rapid Flashing Beacon (RRFB) at:
Leslie St, 525-feet south of Peach St
Street Lighting Installation at:
E Clay St between S Main St and GRTA pathway
E Clay St between Courthouse Blvd and Leslie St
86 GENERAL
Replace section 86-1.01D(3) with:
Deliver material and equipment for testing to the City of Ukiah Public Works Salvage Yard located at 1320 Airport Boulevard in Ukiah.
Allow 30 days for testing. The City of Ukiah will notify the contractor when testing is complete.
If the City of Ukiah accepts the material or equipment, the contractor must pick it up from the test site and deliver it to the job site.
If the City of Ukiah rejects material or equipment, remove it within 5 business days after you are notified it is rejected. If it is not removed within that period, the City of Ukiah may remove it and ship it to you and deduct the costs of labor, material and shipping.
Resubmit a new sample and allow 30 days for retesting. The retesting period starts when the replacement material or equipment is delivered to the City of Ukiah Public Works Salvage Yard.
Add to section 86-1.02B:
The conduit in a foundation and between a foundation and the nearest pull box shall be Type 1.
All primary electrical conduit shall be Type 3 for all conduit and fittings. All elbows and sweeps shall be a minimum 36” radius. Long Line Couplings shall be used. Flex adapters or PVC Flexible Couplings shall not be used.
All street light conduit shall be Type 3 for all conduit and fittings. All elbows and sweeps shall be minimum 24” radius. Existing street light conduit may require splice with Type 3 conduit, with elbows and sweeps to be a minimum 24” radius.
Add to section 86-1.02C(1):
A pull box cover must have a marking that is:
1. Clearly legible
2. Uniform in depth
3. Parallel to the longer side
NOT FOR BID
CENTRAL UKIAH CIRCULATION 67 Spec No.23-07
4. From 1 to 3 inches in height
The cover marking must include UKIAH and one of the following:
1. LIGHTING for a lighting system
All existing pull boxes to receive new conductors and/or conduits shall be cleaned out, allexisting groutremoved, and the bottoms re-grouted with a drain hole or the boxes replaced to meet current StateStandards.
All street light pull boxes / junction boxes shall be No. 5 (17”x30”x18”) with penta head coil nuts and bolts unless otherwise noted on plan. All street light pull box / junction box covers shall be labeled “Electric.” Replace section 86-1.02F(1) with:
Conductors and cables must be clearly and permanently marked the entire length of their outer surface with:
1. Manufacturer’s name or trademark
2. Insulation-type letter designation
3. Conductor size
4. Voltage
5. Number of conductors for a cable
The minimum insulation thickness must be 40 mils for #14 to #10 and 54 mils for #10 to #2, and color code requirements must comply with NEC.
Replace section 86-1.02Q(2)(b) with:
Contractor furnishes the battery backup system in NEMA enclosure, TESCO 22-000-BBS, or approved equal.
Replace section 86-1.02U with:
Push button assemblies shall be Polara iNS2, or approved equal. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 87 ELECTRICAL SYSTEMS
Replace Section 87-1.01D(2)(a) with:
Before shipping the material to the job site, submit test samples to the City of Ukiah of:
1. Luminaires
Submit a sample size as shown in the following table:
NOT FOR BID
CENTRAL UKIAH CIRCULATION 68 Spec No.23-07
Electrical Material Sampling
Contract quantity Test sample size
1–8 1
9–15 2
16–25 3
26–90 5
91–150 8
151–280 13
281–500 20
501–1200 32
Before starting operation of an electrical system, perform a conductor test in the presence of the Engineer.
Conductor test consists of testing each conductor and the conductors in cables for:
1. Continuity.
2. Grounds.
3. Insulation resistance at 500 V(dc) between the circuit and ground. A minimum insulation resistance of 100 MΩ on circuits must be attained.
Start the operational test of the system on any day except Friday or the day before a holiday. The operational test for signals must start from 9:00 a.m. to 2:00 p.m. Notify the Engineer 48 hours before starting the test.
An operational test consists of a minimum of 5 business days of continuous, satisfactory operation of the system. If the system fails, correct the problem and retest the system. A shutdown of the system caused by traffic, a power interruption, or unsatisfactory performance of Agency-furnished materials does not constitute discontinuity of the test.
Add to section 87-1.03B:
Conduit runs shown on the Plans to be located behind curbs may be installed in the street, within 3 feet of and parallel to the face of the curb, by the trenching in pavement method described in Section 86-2.05C of the StandardSpecifications.Allpull boxes shall be located behind the curb or at the locations shown on thePlans.
After conductors have been installed, the ends of conduits terminating in pull boxes and in service and controller cabinets shall be sealed with an approved type of sealing compound.
At locations where conduit is required to be installed under pavement and existing underground facilities require special precautions, conduit shall be placed by the "Trenching in Pavement Method." At other locations where conduit is required to be installed in the traveled wayand if delay to any vehicle will not exceed 5 minutes, conduit may be installed by the "Trenching in Pavement Method" as described below:
When the Trenching in Pavement Method is used, the existing asphalt concrete shall be cut with a power driven saw or ground to a depth of not less than 1/15 foot, a minimum of 6 inches beyond either side of the trench, in order to provide a neat and true edge with no shatter outside the removal area. If the trench is within 3 feet of a gutter edge, only one saw cut will be required (on the side of the trench opposite of the gutter) and the asphalt surfacing shallbereplacedallthewaytothe gutter edge. A tack coat shallbeappliedtotheverticaledges just prior to place the asphalt concrete used to cap the trench.
Damage to pavement that is to remain in place shall be repaired to a conditionsatisfactorytotheEngineer,orthe damaged pavement shall be removed and replaced with new asphalt concrete if ordered by the Engineer.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 69 Spec No.23-07
Repairing orremoving and replacing pavement damaged outside the limits of pavement to be replaced shall be at the Contractor's expense.
If the Contractor elects to use Directional Boring, the conduit shall be installed between a minimum depth of 30" and a maximum depth of 60" unless directed otherwise by the Engineer.
Add to Section 87-1.03C(1):
Install pull boxes within City right of way. Place pull boxes either 2-inches from the back of curb or 2-inches from the rear of walkways. Do not place in the center of walkways, nor within or in front of any existing or proposed driveway or curb ramp unless directed. Pull boxes that are directed to be placed in a driveway must conform to Caltrans Standard Drawing ES-8.
Pull boxes placed outside of an existing concrete area, in dirt, or within a planter strip or island, must be set with a concrete cap that extends 6-inches on all outside surfaces areas with a minimum thickness of 4-inches.
You may install larger pull boxes than specified or shown and additional pull boxes to facilitate the work except in structures.
Install a pull box on a bed of crushed rock and grout it before installing conductors. The grout must be from
0.5 to 1 inch thick and sloped toward the drain hole. Place a layer of roofing paper between the grout and the crushed rock sump. Make a 1-inch drain hole through the grout at the center of the pull box.
Set the pull box such that the top is 1-1/4 inches above the surrounding grade in unpaved areas and leveled with the finished grade in sidewalks and other paved areas.
Place the cover on the box when not working in it.
Grout around conduits that are installed through the sides of the pull box.
Bond and ground the metallic conduit before installing conductors and cables in the conduit.
Bond metallic conduits in a nonmetallic pull box using bonding bushings and bonding jumpers.
Do not install pull boxes in concrete pads, curb ramps, or driveways.
Reconstruct the sump of a pull box if disturbed by your activities. If the sump was grouted, remove and replace the grout.
Add to section 87-1.03E(1):
No native material shall be used as trench backfill within paved areas.
All trench spoils shall be removed from the work area bythe Contractor as theyare generated at theContractor’s expense.
Where conduit containing conductors of 100 volts orless is installedparallelandadjacenttotheexistinggutterlip, the trench shall be approximately 2 inches wider than the outside diameter of the conduitandshallnot exceed 6 inches inwidth.Trench depth shall not exceed conduit trade-diameter plus 10 inches, except that at pull boxes the trench may be hand dug to required depth. The conduit shall be placed in the bottom of the trench with the top of the conduit a minimum of 9 inches below finish grade.
When conduit containing conductors of 100 volts or less is not installed adjacent to the lip of gutter it shall be installed with a minimum of 30 inches of cover below grade.
All conduit containing conductors of more than 100 volts shall be installed with a minimum of 30 inches of cover.
Where existing facilities prevent installing conduit with 24 inches of cover, the Contractor shall depress the new conduit under the existing facilities without exception.
The Contractor shall pothole and record the depth of all existing utilities which are within the area to be trenched or excavated.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 70 Spec No.23-07
Where excavation occurs within the drip line of any street tree the contractor shall hand dig to protect tree roots as directed by the Engineer. Root pruning shall be done only when directed by the Engineer and shall be accomplished byuse of sharp tools appropriate forthe size of root to be cut.Each cut shall be cleanwith no torn bark or splintered wood remaining on the root. At no time shall roots be pulled on by excavating equipment.
Add to section 87-1.03U:
When replacing an existing push button assembly, the housing color must match the color of the existing housing.
Add to section 87-2.03A:
Existing electrical equipment to remain which is damaged by the Contractor, shall be replaced by the Contractor at their expense.
Contractor’s attention is directed to Section 15, “Existing Highway Facilities” and Section 86-7.01, “Removing Electrical Equipment” of the Standard Specifications. Removal shall include disconnection from lighting circuit, removal of lighting standard, base and foundation to the depth shown on the Plans.
Protect lighting standard from damage during removal and relocation.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 71 Spec No.23-07
Add to end of section 87-2.01:
Streetlights shall be DOMUS DMS5X-C-196L1150NW-G2-3.
Replace Section 87-21.03A with:
You may abandon unused underground conduit after pulling out all conductors and removing conduit terminations from the pull boxes.
If standards are to be salvaged, remove:
1. All components
2. Mast arms from the standards
3. Luminaires, signal heads, and signal mounting assemblies from the standards and mast arms Unless otherwise directed, salvage standards, pedestals, poles, and posts that are shown to be salvaged.
Deliver salvaged material to the City of Ukiah storage yard located at 1320 Airport Boulevard.
If the existing material is unsatisfactory for reuse and the Engineer orders you to replace it with new material, replacing the existing material with new material is change order work.
If the removed electrical equipment is to be reinstalled, supply all materials and equipment, including signal mounting assemblies, anchor bolts, nuts, washers, and concrete, needed to complete the new installation.
Add Section 87-22 Solar-Powered Rapid Flashing Beacon Systems 87-22.01 General
Section 87-22 includes specifications for constructing solar-powered rapid flashing beacon systems.
Solar-powered flashing beacon system includes:
1. Foundations
2. Standards
3. Solar-powered Rectangular Rapid Flashing Beacons (RRFBs) a. RRFB Light Bar Warning Assemblies
b. Solar-Powered Control Cabinets with Flash Controllers and Wireless Transceivers c. Crosswalk Illuminator
d. 30W Solar Panels
e. 44Ah Batteries (2x22Ah)
f. Audible Push Buttons
The components of the RRFB and lighting are shown on the project plans.
The flash rate for the flashing beacon must comply with chapter 4L, “Flashing Beacons,” of the California MUTCD.
The flashing beacon must allow alternating wig-wag operation.
The flashing beacon must have a separate flasher unit installed in the flashing beacon control assembly. 87-22.02 Materials
87-22.02A RRFB-XL2’" Light Bar
• The RRFB-XL2" Light Bar shall be able to be in conformance with applicable FHWA MUTCD standards and guidelines.
• Shall house two rapidly and alternately flashing rectangular yellow LED array vehicle indications and two field-configurable side-mounted yellow LED array pedestrian indications. The LED arrays shall be designed, located and operated in accordance with the detailed requirements as specified on the plans. • When activated, the RRFB-XL2" Light Bar shall have 75 periods of flashing per minute and shall have alternating and simultaneous flash operations following the “WW+S” flash pattern.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 72 Spec No.23-07
• Active vehicle indications shall be visible at distances over 1000 feet during the day and over 1 mile at night.
• The light intensity of the vehicle indications shall meet the minimum specifications of Society of Automotive Engineers (SAE) standard J595 (Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles) dated January 2005. Manufacturer Certification of Compliance shall be provided upon request.
• Have a housing that shall be constructed of durable, corrosion-resistant powder-coated aluminum with stainless steel vandal resistant fasteners.
• Have enclosed components that are modular in design whereby any component can be easily replaced without having to uninstall the entire RRFB assembly.
• Include mounting hardware for either single or back-to-back pole mounting and shall be universal to common traffic pole type.
• Have two vehicle RRFB indications that are approximately 7” wide x 2.8” high, each with 8 yellow LEDs in its array and two field-configurable Pedestrian indicators that are approximately 0.5” wide x 1.7” high with 8 individual yellow LEDs in its array.
• Have overall dimensions of approximately 23.6”wide x 3.8” high x 1.4” deep. .
87-22.02B Control Cabinet, Self-Contained, Top-of-Pole• Solar panel, Smart Controller, and batteries are all in the same cabinet.
o Solar panel is a minimum of 19 Watt or 30 Watt or equivalent and right sized for system location and system components
o Batteries are independently replaceable, 1 2V DC nominal rechargeable sealed lead acid type and use up to two of either 9 Amp hour or 22 Amp hour batteries or equivalent o Cabinet dimensions approximately
30Watt 15.5”H x 22.5” W x 4.75” D
19 Watt 15.0L X 14.5” W X 4.25” D
o Cabinet material
0.080 thick black textured powder coated 5052-H32 Aluminum o Cabinet weight approximately
30 Watt - 39.5Ibs with batteries 13.5Ibs without batteries 19 Watt - 18.5Ibs with batteries 8.5Ibs without batteries o Battery weight approximately
13Ibs weight of individual 22Ah battery
5Ibs weight of individual 9Ah battery
• NEMA 250 Type 3R to help ensure protection against environmental hazards. • Wind load rating of up to 120MPH.
• Uses a universal top of pole mounting bracket for easy installation on a wide range of pole sizes and types.
The mounting bracket positions the cabinet at a fixed 60° angle. Hardware is included. o Side-Of-Pole mounting bracket option available
• Hardware is aluminum, stainless steel, or weather resistant material. • Anti-vandal hardware available.
87-22.02B(2) Smart Controller
The Programmable connected capable controller is housed within the control cabinet and shall include:
• Connection options
o Two constant current-LED drivers
o Two 12V outputs
o Two digital outputs
o Two RS485 ports
o One RS232 port
o Two digital inputs
o One analog input
• Wireless transceiver radio
o Operates wirelessly at 900Mhz, utilizing Frequency Hopping Spread Spectrum (FHSS) technology to minimize the effects of external RF interference
o Advanced Interference-Free Radio Network: proprietary radio network leverages thousands of unique combinations to ensure interference-free communication. o Capable of operating as a Transmitter or Receiver
o Supports up to 16 devices on one network
NOT FOR BID
CENTRAL UKIAH CIRCULATION 73 Spec No.23-07
o Synchronizes the system components to activate together and remain synchronized throughout the duration of the flash (timeout) cycle
o Operates on the license-free ISM band
o This device complies with Part 15 of FCC rules.
• Cellular Modem
o Provides access to the Smart Controller
o Communicates remotely and securely to cloud-based software o Includes a SIM card (unless otherwise specified) that can roam between carriers • GPS
o Provides geolocation (latitude and longitude) and date and time (as a backup) • Bluetooth connectivity
o Bluetooth Version 5.0
o Bluetooth pairing button for local configuration
o Bluetooth connection allows users to manage Smart Controller o Tapco Smart Mobile App supported on both iOS and Android • The following capabilities, when applicable:
o Flash warning and other devices according to the MTUCD unless otherwise specified o Flash 24/7, dusk to dawn, or a programmable time
Programmable time period can be activated by: passive sensor, active sensor (push button), scheduled time period (remote time clock schedule), contact closure, or other input o A timekeeper option via cellular network or GPS (based on signal strength) o MPPT Solar charging to charge batteries
o LED output is capable of adjustments to optimize brightness during daytime and nighttime dimming
o Battery save mode, Low Voltage Disconnect (LVD), and Load-Reconnection once battery levels have been restored to an acceptable value
o Protect against and automatically recover from: short circuit, overload, reverse polarity, high temperature, resistant to lightning and transient surges, as well as voltage spikes. o Temperature monitoring and operating temperature between -34°C to 74°C (-29°F to 165°F) o USB-C Port for local service configuration
o LED indicators for status and troubleshooting
o In the unlikely event of failure, quickly replaceable independent of other components with basic hand tools.
• Other parameters:
o Power: 12VDC nominal, 10.5-16VDC; solar input range 19W to 85W; battery input range 18Ah to 105Ah; solar charging efficiency greater than 95%
o NEMATS4 rated (for applicable standards)
o Smart Controller Dimensions: 8.69” L X 4.85” W X 1.75”H o Operating temperature:-29F to +165F (-34C to +74C)
87-22.02C SafeWalk™ Crosswalk Illuminator
• Operate in conjunction with the crosswalk controller and intelligent warning devices. • Activate when less than 10 lux of ambient light is present (when activated by a pedestrian). • Provide at least 20 vertical lux at 5 feet for a standard 2 lane crosswalk. • Activate with a .5 second soft start.
• Allow for multiple brightness options for each illuminator. • Be housed in its own IP66 type enclosure.
• Be made of weather resistant materials (aluminum, stainless steel, plastic). • Be able to be adjusted and aimed both horizontally and vertically. • Be independently replaceable among other control panel components. • Operate between the temperatures of -40° to +176°F (-40° to +80°C). 87-22.02E Audible Push Button
• Shall have the following features:
o Activation indicator LED
o Voice narration message with adjustable volume control o Ambient noise detection configurable for auto volume control o Configurable Locator Tone
o Additional configurable features through app
• Shall function as a normally open (n/o) circuit.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 74 Spec No.23-07
• Shall be ADA compliant.
• Shall have a directional push button that can be rotated into a fixed position for the application (other button types available if specified).
• Shall be provided with all necessary mounting hardware, wiring and associated ADA signage (other signs available).
• Shall have an operating voltage range of 10-24 VDC.
• Shall have an idle current up to 46 mA @ 12VDC.
• Shall operate from -30°F to +165°F (-34° to +74°C).
87-22.02F RRFB Accessible Pedestrian Signal
The pedestrian push buttons shall have an LED indicator with audible tone with Piezo control and shall be ADA compliant. The RRFB shall be capable of operating with either 1 or 2 pushbuttons. 87-22.02G Signs and Plaques
All signs shall conform to CA-MUTCD standards. All signs shall be fluorescent yellow-green.
All sign blanks and plaques shall be Federally specified .080 gauge, 5052 aluminum.
Unless specified otherwise, sign sheeting shall be 3M™ DG3 diamond grade cubed or equivalent prismatic sheeting, with anti-graffiti overlay.
All sign assemblies shall use provided anti-vandal fasteners and tools to mount components to sign, and sign to fixture.
Crossing signs shall be W11-2 per CA-MUTCD (two per Double-Sided RRFB Assemblies) Crossing plaques W16-7P shall also accompany the crossing signs. Crossing plaques W16-9P (“AHEAD”) shall also accompany the advance crossing signs.
R10-25 Pedestrian pushbutton instruction signs shall be installed per PPB as indicated on the plans. PPB instruction sign shall be furnished, at a minimum size of 5" x 7", to be mounted adjacent to or integral with each pedestrian pushbutton.
87-22.02H Standards, Poles, Pedestals, and Posts
New RRFB poles shall conform to Caltrans Revised Standard Plan ES-7B, Type 1-A Standard Detail A-1. New RRFB pole foundations shall conform to Caltrans Standard Plan ES-7N, Detail A. • Pole shall be 13’- 15’ length Schedule 40 pipe raw aluminum as required. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
88 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION XI MATERIALS
89 AGGREGATE
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
90 CONCRETE
No Changes
NOT FOR BID
CENTRAL UKIAH CIRCULATION 75 Spec No.23-07
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
91 PAINT
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
92 ASPHALT BINDERS
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
93 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
94 ASPHALTIC EMULSIONS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
95 EPOXY
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
96 GEOSYNTHETICS
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
97–98 RESERVED
Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION
Not Used
NOT FOR BID
CENTRAL UKIAH CIRCULATION 76 Spec No.23-07
SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS
14-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions:
(1) Section 6-02. Office at the Site
(2) Section 7-03. Surveys
No other exclusions.
SECTION 15. AMENDMENTS TO GENERAL CONDITIONS
15-01. Sections of General Conditions to be Amended.
The following designated sections of the Special Provisions are hereby amended to read as follows:
No amendments.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 77 Spec No.23-07
BID SUBMITTAL CHECKLIST
The following is a checklist to assist you in your submission of your bid documents. Please make sure you include the following when submitting your bid documents to reduce the risk of having your bid rejected:
o Proposal (Page 90)
Unit prices filled out clearly.
Extended prices filled out clearly and calculated correctly Total bid amount filled out clearly and calculated correctly Sign the proposal, and provide complete information
CLSB No. and expiration date
Department of Industrial Relations Public Works Contractor Registration Number o Fair Employment Practices Certification (Page 98)
Filled out completely per instruction
o Worker’s Compensation Certificate (Page 99)
Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page 100) Filled out completely per instruction
o List of Proposed Subcontractors (Page 101)
Filled out completely per instruction
o Statement of Experience (Page 102)
o Signature of Bidder (Page 103)
Filled out completely per instruction
Authorized signature provided
o Bidder’s Bond (Page 104)
Filled out completely per instruction
o Non-Collusion Affidavit (Page 105)
Filled out completely per instruction
Notarized
o Equal Employment Opportunity Certification (Page 163) o Debarment and Suspension Certification (Page 164)
o Disclosure of Lobbying Activities (Page 166)
o Public Contract Code Section 10285.1 Statement (Page 177) o Public Contract Code Section 10162 Questionnaire (Page 178) o Public Contract Code Section 10232 Statement (Page 179) o Addenda – Checked for any issued on the City website at www.cityofukiah.com/purchasing
NOT FOR BID
CENTRAL UKIAH CIRCULATION 78 Spec No.23-07
CITY OF UKIAH
MENDOCINO COUNTY, CALIFORNIA
PROPOSAL
FOR
CENTRAL UKIAH CIRCULATION
Specification No. 23-07
The undersigned, as bidder,
declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect.
AND he or she proposes and agrees, if this proposal is accepted, 1) that he or she will contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the agreement herein contained
a) to provide all necessary machinery, tools, apparatus and other means of construction; b) to furnish all materials;
c) to provide all superintendence, overhead expenses and all labor and expenses of whatever nature necessary to complete the job in conformity with the specifications and drawings and other contract provisions herein or reasonably implied hereby or as necessary to complete the work in the manner and within the time named herein and according to the requirements and to the reasonable satisfaction of the City Engineer;
d) to pay all charges of freight transportation and hauling; 2) that he or she indemnifies the City against any loss or damage arising from any act of the undersigned as Contractor; and
3) that he or she will accept as full payment therefor the following sums:
NOT FOR BID
CENTRAL UKIAH CIRCULATION 79 Spec No.23-07
BIDDING SCHEDULE
In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following:
1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;
2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.
The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each bidder.
The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project. All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated.
Lowest bid will be based on the lowest Base Bid, not including the add alternate bid item.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 80 Spec No.23-07
NAME OF BIDDER:
SPEC #: 23-07
PROJECT NAME: CENTRAL UKIAH CIRCULATION IMPROVEMENT PROJECT Will update with final quantities pre-bid
Item
No. Description Unit of Measure Quantity Unit Price Total 1 Mobilization, Demobilization, and Final
Cleanup
LS $__________ $_____________
2 Traffic Control System LS $__________ $_____________
3 Water Pollution Control LS $__________ $_____________ 4 Roadway Excavation CY $__________ $_____________
5 Remove Concrete (Curb) LF $__________ $_____________
6 Remove Concrete (Curb and Gutter) LF $__________ $_____________ 7 Remove Concrete (Sidewalk) SF $__________ $_____________ 8 Remove Concrete (Valley Gutter) LF $__________ $_____________ 9 Remove Water Main LF $__________ $_____________
11 Remove Water Service and Meter EA $__________ $_____________ 12 Remove Hydrant and Lateral Assembly EA $__________ $_____________ 13 Remove Sanitary Sewer Main LF $__________ $_____________ 14 Remove Sanitary Sewer Manhole EA $__________ $_____________ 15 Remove Sanitary Sewer Mainline
Cleanout
EA $__________ $_____________
16 Remove Sanitary Sewer Service and
Cleanout
EA $__________ $_____________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 81 Spec No.23-07
17 Remove Storm Drain Pipe LF $__________ $_____________ 18 Remove Storm Drain Inlet EA $__________ $_____________ 19 Remove Storm Drain Manhole EA $__________ $_____________ 20 Remove Roadside Sign EA $__________ $_____________
21 Remove Tree/Stump EA $__________ $_____________
22 Clearing and Grubbing SY $__________ $_____________
23 Earthwork (Import) CY $__________ $_____________
24 Adjust Manhole Cover to Grade
(Roadway)
EA $__________ $_____________
25 Adjust Utility Vault to Grade (Roadway) EA $__________ $_____________ 26 Adjust Valve Cover to Grade (Roadway) EA $__________ $_____________ 27 Adjust Cleanout Cover to Grade
(Roadway)
EA $__________ $_____________
28 Adjust Existing Utility Box to Grade
(Sidewalk)
EA $__________ $_____________
29 Adjust utility Vault to Grade (Sidewalk) EA $__________ $_____________ 30 Adjust Vault Cover to Grade (Sidewalk) EA $__________ $_____________ 31 Adjust Cleanout Cover to Grade
(Sidewalk)
EA $__________ $_____________
32 Class II Aggregate Base TON $__________ $_____________ 33 Minor Concrete (Vertical Curb) LF $__________ $_____________ 34 Minor Concrete (Median Curb) LF $__________ $_____________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 82 Spec No.23-07
35 Minor Concrete (Retaining Curb) LF $__________ $_____________ 36 Minor Concrete (Curb and Gutter) LF $__________ $_____________ 37 Minor Concrete (Sidewalk) SF $__________ $_____________ 38 Minor Concrete (Curb Ramp) EA $__________ $_____________ 39 Vehicular Concrete (Driveway) SF $__________ $_____________ 40 Minor Concrete (2-ft Valley Gutter) SF $__________ $_____________ 41 Minor Concrete (8-ft Valley Gutter) SF $__________ $_____________ 42 Vehicular Concrete (Speed Table) SF $__________ $_____________ 43 Asphalt Concrete End of Pavement
Conform Grind
SY $__________ $_____________
44 Asphalt Concrete 3-Inch Cold
Planing/Grinding
SY $__________ $_____________
45 Asphalt Concrete TON $__________ $_____________
46 Fiber Reinforced Asphalt Concrete TON $__________ $_____________ 47 Domestic Water Main (8-Inch) LF $__________ $_____________ 48 Domestic Water Service (1-inch) and
Meter (3/4-inch)
EA $__________ $_____________
49 Domestic Water Service (1.5-inch) and
Meter (1.5-Inch)
EA $__________ $_____________
50 Domestic Water Reduced Pressure
Backflow Device (1.5-Inch)
EA $__________ $_____________
51 Water Main Tie-In EA
52 Fire Hydrant and Lateral Assembly EA $__________ $_____________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 83 Spec No.23-07
53 Sanitary Sewer Main (6-Inch) LF $__________ $_____________ 54 Sanitary Sewer Manhole (48-Inch) EA $__________ $_____________ 55 Sanitary Sewer Mainline Cleanout EA $__________ $_____________ 56 Sanitary Sewer Service Lateral and
Cleanout
EA $__________ $_____________
57 Storm Drain Pipe (12-Inch RCP, Class
IV)
LF $__________ $_____________
58 Storm Drain Pipe (15-Inch RCP, Class
IV)
LF $__________ $_____________
59 Storm Drain Pipe (18-Inch RCP, Class
IV)
LF $__________ $_____________
60 Storm Drain Grate Inlet (18-Inch) EA $__________ $_____________ 61 Storm Drain Grate Inlet (24-Inch) EA $__________ $_____________ 62 Storm Drain Grate Inlet (36-Inch x 48-
Inch)
EA $__________ $_____________
63 Storm Drain Manhole (48-inch) EA $__________ $_____________ 64 Bioretention Area (with Planter Rail) SF $__________ $_____________ 65 Accessible Trench Drain LF $__________ $_____________ 66 Under Sidewalk Drain EA $__________ $_____________
67 Chain Link Fence LF $__________ $_____________
68 Signing and Striping LS $__________ $_____________
69 Street Lighting LS $__________ $_____________
70 RRFB System LS $__________ $_____________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 84 Spec No.23-07
71 Fine Grading & Soil Preparation SF $__________ $_____________ 72 Irrigation 120V Electrical Meter EA $__________ $_____________ 73 Irrigation System SF $__________ $_____________
74 Trees (24” Box) EA $__________ $_____________
75 Shrubs and Ground Cover SF $__________ $_____________ 76 Mulch (3-Inch) CY $__________ $_____________
77 Cobble Paving SF $__________ $_____________
TOTAL BID $_____________________________
We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned.
Witness our hands this day of ___________________, 20____.
Licensed in accordance with an act providing for the registration of California Contractors License No. ______________, expiration date ________________.
THE CONTRACTOR'S LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY.
Department of Industrial Relations Public Works Contractor Registration Number:_____________________ Signature of bidder or bidders, with business name, address, phone number and fax number:
_________________________________________________________________ _________________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 85 Spec No.23-07
_________________________________________________________________ _________________________________________________________________ Notice: In the case of a corporation, give below the addresses of the principal office thereof and names and addresses of the President, Secretary, Treasurer.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 86 Spec No.23-07
FAIR EMPLOYMENT PRACTICES CERTIFICATION
TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein.
CENTRAL UKIAH CIRCULATION
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.)
NOT FOR BID
CENTRAL UKIAH CIRCULATION 87 Spec No.23-07
WORKER'S COMPENSATION CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract.
Witness my hand this________ day of _______________, 200____ Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 88 Spec No.23-07
CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT
The bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards.
Signature and address of Bidder:
__________________________________________________ Date_____________ __________________________________________________
__________________________________________________
__________________________________________________
(This certification shall be executed by the bidder in accordance with Section 60-1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for implementing Executive Orders 10925 and 11114.)
NOT FOR BID
CENTRAL UKIAH CIRCULATION 89 Spec No.23-07
LIST OF PROPOSED SUBCONTRACTORS
In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-
09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.
SUBCONTRACTOR
NAME
SUBCONTRACTOR
LICENSE NUMBER
SUBCONTRACTOR
DIR REGISTRATION
NUMBER
SUBCONTRACTOR
BUSINESS
ADDRESS
DESCRIPTION
OF WORK
NOT FOR BID
CENTRAL UKIAH CIRCULATION 90 Spec No.23-07
STATEMENT OF EXPERIENCE OF BIDDER
The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 91 Spec No.23-07
SIGNATURE(S) OF BIDDER
Accompanying this proposal is ___________________________________ (insert the words "cash ($)", "cashier's check" or "bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid.
The names of all persons interested in the foregoing proposal as principals are as follows:
IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Licensed in accordance with an act providing for the registration of Contractors:
License No. ______________________________, License Expiration Date .
Signature(s) of Bidder: ______________________________________________ ______________________________________________
______________________________________________
NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his or her signature shall be placed above. If a member of a partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.
Business address: ___________________________________________________ ___________________________________________________
Place of residence: ___________________________________________________ ___________________________________________________
Dated: __________________
CITY OF UKIAH
Mendocino County, California
NOT FOR BID
CENTRAL UKIAH CIRCULATION 92 Spec No.23-07
BIDDER'S BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, ______________________________________________________________ ________________________________________________________________, as PRINCIPAL and ________________________________________________________________ ________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $____________________
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above mentioned bid to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on <<DATE OF BID OPENING>> for CENTRAL UKIAH CIRCULATION.
NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signatures, enters into a written contract, in the prescribed form, in accordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of ________________, A.D. 20_____.
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Surety
Address: __________________________________________________________ __________________________________________________________ __________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 93 Spec No.23-07
NON-COLLUSION AFFIDAVIT
Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid.
To City Council, City of Ukiah:
The undersigned in submitting a bid for performing CENTRAL UKIAH CIRCULATION by contract, being duly sworn, deposes and says:
that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. __________________________________________________
__________________________________________________
__________________________________________________
Signature(s) of Bidder
Business Address:__________________________________________________ __________________________________________________
__________________________________________________
Place of Residence:__________________________________________________ __________________________________________________
__________________________________________________
NOTARIZATION
Subscribed and sworn to before me this ______ day of _________, 20____. __________________________________________________
Notary Public in and for the County of______________________________, State of California.
My Commission Expires ________________________, 20 ____.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 94 Spec No.23-07
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder_________________________________________________________________, proposed subcontractor ______________________________________________, hereby certifies that he has ___ , has not , participated in
a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or
11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal
Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on
Equal Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. ____________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 95 Spec No.23-07
DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
Notes: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.
_________________________________________________________
NOT FOR BID
CENTRAL UKIAH CIRCULATION 96 Spec No.23-07
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats, 1986), The bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has___, has not___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided.
The above Statement is part of the Proposal. Signing the Contractor’s Proposal on the signature portion thereof shall also constitute signature of this Statement.
Bidders are cautioned that making false certification may subject the certifier to criminal prosecution.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 97 Spec No.23-07
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, The Bidder shall complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes _____ No ______
If the answer is "Yes," explain the circumstances in the following space.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 98 Spec No.23-07
PUBLIC CONTRACT SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 99 Spec No.23-07
CITY OF UKIAH
Mendocino County, California
AGREEMENT
FOR
CENTRAL UKIAH CIRCULATION
Specification No. 23-07
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:
WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other contract documents for the work herein described and shown and has approved and adopted these contract documents, specifications and drawings and has caused to be published in the manner and for the time required by law a notice to bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and WHEREAS, the Contractor, in response to the notice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty in an amount of not less than 10 percent of the bid price for the construction of the proposed work in accordance with the terms of this contract and WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible bidder for the work and for the sums named in the proposal, NOW, THEREFORE, THIS AGREEMENT WITNESSETH:
Article 1. Work to be Done and Contract Days Allowed.
That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within 240 WORKING days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer Article II. Contract Prices.
That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete performance of the contract by the Contractor. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may
NOT FOR BID
CENTRAL UKIAH CIRCULATION 100 Spec No.23-07
be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, the Details, the instructions and the requirements of the City.
Article III. Labor Discrimination.
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." In connection with the performance of work under this contract, the Contractor agrees as follows:
(a) The Contractor will not willfully discriminate against any employee or an applicant for employment because of race, color, religion, ancestry, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, ancestry, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the awarding authority setting forth the provisions of this Fair Employment Practice section. (b) The Contractor will send to each labor union or representative of workers with which he or she has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the awarding authority, advising the said labor union or worker's representative of the Contractor's commitments under this section, to employees and applicants for employment. (c) The Contractor will permit access to his or her records of employment, employment advertisements, application forms and other pertinent data and records by the Fair Employment Practices Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.
(d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining the Contractor to be not a "responsible bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor.
The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor has violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429.
Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period.
(e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for each person who was denied employment as a result of such non-compliance, the penalties provided
NOT FOR BID
CENTRAL UKIAH CIRCULATION 101 Spec No.23-07
in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section shall be construed in any manner of fashion so as to prevent the City or the State of California from pursuing any other remedies that may be available at law.
(g) Prior to awarding the Contract, the Contractor shall certify to the awarding authority that he or she has or will meet the following standards for affirmative compliance, which shall be evaluated in each case by the awarding authority:
(1) The Contractor shall provide evidence, as required by the City that he or she has notified all supervisors, foremen and other personnel officers in writing of the content of the anti-discrimination clause and their responsibilities under it.
(2) The Contractor shall provide evidence, as required by the City, that he or she has notified all sources of employees’ referrals (including unions, employment agencies, advertisements, Department of Employment) of the content of the anti-discrimination clause. (3) The Contractor shall file a basic compliance report, as required by the City. Willfully false statements made in such reports shall be punishable as provided by law. The compliance report shall also spell out the sources of the work force and who has the responsibility for determining whom to hire, or whether or not to hire.
(4) Personally, or through his or her representatives, the Contractor shall, through negotiations with the unions with whom he or she has agreements, attempt to develop an agreement which will:
a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment.
(5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor. (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid.
Article IV. Parts of the Contract.
That the complete contract consists of the following documents, all of which shall be considered a part of this agreement.
1. Notice to Bidders
2. Wage Rates
3. General Conditions
4. Technical Specifications
5. Proposal
6. Fair Employment Practices Certification
7. Agreement
8. Contract Bonds
NOT FOR BID
CENTRAL UKIAH CIRCULATION 102 Spec No.23-07
9. Contract Drawings and Construction Details
10. Standard Drawings
11. Indemnification Agreement
IN WITNESS WHEREOF, this contract being executed in duplicate and the parties having caused their names to be signed by authority of their duly authorized office this _____ day of _____________, 20____.
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
By: ______________________________________________________________
CITY MANAGER, CITY OF UKIAH
Attest: ______________________________________________________________
CITY CLERK, CITY OF UKIAH
By: ______________________________________________________________
CONTRACTOR
Attest: ______________________________________________________________ Title: ______________________________________________________________ The foregoing contract is approved as to form and legality this ______ day of ______________, 20 ____. __________________________________________________
CITY ATTORNEY, CITY OF UKIAH
NOT FOR BID
CENTRAL UKIAH CIRCULATION 103 Spec No.23-07
INDEMNIFICATION AGREEMENT
This Indemnification Agreement is made and entered in Ukiah, California, on _________________, 20____, by and between the City of Ukiah (Ukiah) and ______________________________________ (Contractor).
Contractor is
_________________________________________________________________________________ ___________________________________________ for Ukiah.
As a condition of issuing the work order, attached hereto, Ukiah requires assurance that Contractor will protect Ukiah from damage or damage claims which arise from its performance of the work.
Accordingly, Contractor agrees as follows:
1. Indemnification. Contractor shall indemnify and hold harmless Ukiah and its officers, agents, and employees from and against any claim, loss, or damage, including the legal and other costs of defending against any claim of damage or loss which arises out of the Contractor’s negligent or wrongful performance under the work order attached hereto, except for claims, losses, or damages resulting from the sole and exclusive negligence or other wrongful conduct of Ukiah or its officers, agents and employees.
CONTRACTOR
BY: _______________________________________________
TITLE: _______________________________________________ NOT FOR BID
CENTRAL UKIAH CIRCULATION 104 Spec No.23-07
CITY OF UKIAH
Mendocino County, California
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS,
That we the undersigned, ______________________________________________________________ __________________________________________________________________________________, AS PRINCIPAL, and
__________________________________________________________________________________,
AS SURETY,
are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City”, in the penal sum of dollars ($____________________)
for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally.
WHEREAS, the Principal has entered into a certain Contract with the City, dated __________, 20_____, a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect. No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived.
IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______.
In the presence of:
WITNESS:
_________________________________
________________________________(SEAL)
(Individual Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
NOT FOR BID
CENTRAL UKIAH CIRCULATION 105 Spec No.23-07
WITNESS:
____________________________________
______________________________(SEAL)
(Corporate Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
________________________________
(Corporate Principal) Affix
Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
____________________________ ________________________________ Affix (Corporate Surety) Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
The rate of premium on this bond is $___________________________ per thousand.
The total amount of premium charges is $____________________________.. (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached).
(CERTIFICATE AS TO CORPORATE PRINCIPAL)
I,_________________________________________, certify that I am the ______________________________ Secretary of the corporation named as Principal in the foregoing bond; that _______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body.
____________________________________________ Affix Corporate Seal
NOT FOR BID
CENTRAL UKIAH CIRCULATION 106 Spec No.23-07
CITY OF UKIAH
Mendocino County, California
MATERIAL AND LABOR BOND
KNOW ALL MEN BY THESE PRESENTS,
That we the undersigned, ______________________________________________________ __________________________________________________________________________, AS PRINCIPAL, and __________________________________________________________________________ __________________________________________________________________________, AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City” in the penal sum of
dollars ($____________________)
for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally.
WHEREAS, the Principal has entered into a certain Contract with the City, dated _________________, 20_____, a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect. No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived.
IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______.
In the presence of:
WITNESS:
____________________________________
________________________________(SEAL)
(Individual Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
NOT FOR BID
CENTRAL UKIAH CIRCULATION 107 Spec No.23-07
WITNESS:
____________________________________
______________________________(SEAL)
(Corporate Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
________________________________
(Corporate Principal) Affix
Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
____________________________ ________________________________ Affix (Corporate Surety) Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
The rate of premium on this bond is $___________________________ per thousand.
The total amount of premium charges is $____________________________.. (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached).
(CERTIFICATE AS TO CORPORATE PRINCIPAL)
I,_________________________________________, certify that I am the ______________________________ Secretary of the corporation named as Principal in the foregoing bond; that _______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body.
____________________________________________ Affix Corporate Seal
NOT FOR BID
CENTRAL UKIAH CIRCULATION 108 Spec No.23-07
DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND
1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable.
2. The name of the Principal shall be shown exactly as it appears in the Contract.
3. The penal sum shall not be less than required by the Specifications.
4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence.
5. If the Principal is a corporation, the bond shall be executed under its corporate seal.
If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name.
6. The official character and authority of the person(s) executing the bond for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary thereof under the corporate seal, or copies attached to such records of the corporation as will evidence the official character and authority of the officer signing, duly certified by the Secretary or Assistant Secretary, under the corporate seal, to be true copies.
7. The current power-of-attorney of the person signing for the surety company must be attached to the bond.
8. The date of the bond must not be prior to the date of the Contract.
9. The following information must be placed on the bond by the surety company:
a. The rate of premium in dollars per thousand; and
b. The total dollar amount of premium charged.
10. The signature of a witness shall appear in the appropriate place attending to the signature of each party of the bond.
11. Type or print the name underneath each signature appearing on the bond.
12. An executed copy of the bond must be attached to each copy of the Contract (original counterpart) intended for signing.
NOT FOR BID
CENTRAL UKIAH CIRCULATION 109 Spec No.23-07
CITY OF UKIAH
Mendocino County, California
DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, _____________________________________________________________________ __________________________________________________________________, as PRINCIPAL and__________________________________________________________________________ ___________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of ___________________________________________________________________________________ _________________________________________________________($____________________), (5 PERCENT OF THE FINAL CONTRACT AMOUNT)
to which payment well and truly to be made, we do bind ourselves, our and each of our heirs, executors, administrators successors and assigns jointly and severally, firmly by these presents.
WHEREAS, the said Principal entered into a Contract with the City Of Ukiah dated_________________________
for _________________________________________________________________________________ ____________________________________________________________________________________ WHEREAS, said Contract has been completed, and was approved on the ______ day of ___________, _________,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any defective materials or workmanship which become apparent during the period of one (1) year following completion of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the surety assumes no liability for such a guarantee.
Signed, sealed, and dated this __________ day of ____________, 20_____. __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Surety
NOT FOR BID
Agenda Item No: 8.b.
MEETING DATE/TIME: 10/21/2026
ITEM NO: 2026-1648
AGENDA SUMMARY REPORT
SUBJECT: Approval of Budget Amendment of $386,858.23 for the Remodel of 501 South State Street, Specification No. 25-04.
DEPARTMENT: Finance PREPARED BY:
Mary Horger, Assistant Finance Director, Matt
Keizer, Chief Building Official / Fire Code Official
UVFD
PRESENTER: Matt Keizer, Chief Building Official
ATTACHMENTS:
1. 501 State Street Costs and Funding Summary
Summary: Council will consider approving a budget amendment of $386,858.23 for the Remodel of 501 South State Street, Specification No. 25-04, to fund additional anticipated construction change orders and provide funding for remaining project needs through completion.
Background: In September 2025, the City Council awarded a construction contract to DMR Builders for the Remodel of 501 South State Street, Specification No. 25-04, in the amount of $3,487,850, with an additional 10% construction contingency of $348,785. The project involves remodeling the former Bank of America building at 501 South State Street for use as a centralized location for providing municipal services.
On September 2, 2026, Council approved construction change orders totaling $380,732.29, exceeding the previously authorized contingency by $31,947.29. Council also approved a corresponding budget amendment, increasing the authorized construction contract amount to $3,868,582.29. The revised contract amount established a new 10% change order authority of $386,858.23.
Discussion: Throughout the 501 South State Street Remodel project, Staff has maintained ongoing oversight of construction activities, project expenditures, and available funding. The project and its budget have been regularly reviewed, with adjustments brought forward for consideration and approval as necessary to address evolving construction requirements, unforeseen conditions, and other project needs. This approach has allowed Staff to respond to changing circumstances while maintaining appropriate financial controls and accountability.
Following the budget amendments approved by the City Council in September 2026, the project management team, working collaboratively with the Finance Department, conducted a comprehensive evaluation of the remaining work necessary to complete the project. This review considered not only anticipated construction costs, but also the broader project budget, previously incurred expenditures, outstanding commitments, and available funding resources. The objective was to develop an updated financial plan that accounts for the remaining project requirements and supports completion in the most efficient and cost-effective manner practicable.
As part of this evaluation, the project manager identified additional anticipated construction costs totaling $158,667.80, as detailed in Attachment 1. These items include an access door, exterior painting, additional asphalt, cooling rack installation, front counter millwork, handrails and ramp modifications, data cabling and card readers, electrical outlets in the IT room, storefront improvements, and signage.
Although the City Council approved additional change orders and a corresponding budget amendment in September 2026, that action addressed the construction changes and associated costs identified at that time.
The current request reflects a more comprehensive assessment of the work remaining through project completion, incorporating both identified construction needs and an allowance for potential unforeseen conditions.
In addition to the $158,667.80 in identified work, Staff recommends an allowance of $228,190.43 for remaining construction needs and unforeseen conditions, resulting in a total requested budget amendment of $386,858.23.
The proposed amendment represents a proactive effort to establish a realistic and comprehensive budget for the remaining construction activities, minimize the potential need for additional budget amendments, and provide the flexibility necessary to complete the project efficiently. Importantly, the requested funding represents budgetary authority rather than a commitment to expend the full amount. Actual expenditures and change orders will continue to be evaluated for necessity, cost-effectiveness, and consistency with the project's objectives and will remain subject to the City's established approval requirements and applicable authorization limits.
Staff believes the ongoing coordination between project management and Finance, together with the regular review and adjustment of project budgets, reflects a prudent and responsible approach to managing a complex capital improvement project. The proposed amendment builds upon that process by aligning anticipated remaining expenditures with available funding resources and positioning the City to complete the remodel while maintaining appropriate fiscal oversight.
Staff recommends approval of the requested budget amendment. Funding for the project is provided through the Series 2020A Lease Revenue Bonds and Series 2022 Lease Revenue Bonds.
Recommended Action: Approve a budget amendment in the amount of $386,858.23 for the Remodel of 501 South State Street, Specification No. 25-04, to fund additional anticipated construction change orders and remaining project costs.
BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 20824700.80220.18176: $113,730.01 PROPOSED BUDGET AMOUNT: 20824700.80220.18176: $500,588.24 FINANCING SOURCE: Series 2020A Lease Revenue Bonds (Community Facilities): $86,373.77; Series 2022 Lease Revenue Bonds (Corporation Yard): $300,848.46
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2526-116
COORDINATED WITH: Finance Department, City Manager's Office, and Community Development Department
STRATEGIC PLAN (SP): N/A
GENERAL PLAN ELEMENTS (GP): N/A
PROJECT COST & FUNDING SUMMARY
501 South State Street Remodel
Specification No. 25-04 | Budget Amendment Request
CONSTRUCTION CONTRACT HISTORY
Original DMR construction contract $3,487,850.00
Change orders approved by Council — Sept. 2, 2026 $380,732.29 Revised construction contract $3,868,582.29
ADDITIONAL CHANGE ORDERS AND ESTIMATED REMAINING WORK
PCO / Status Work item Amount
26.0 — PM Approved Access door $810.75
27.1 — PM Approved Exterior painting $45,314.10
29.0 — PM Approved Additional asphalt $12,042.95
Subtotal — additional PCOs marked approved $58,167.80
Pending estimate Cooling rack installation $25,000.00
Pending estimate Front counter millwork $10,000.00
Pending estimate Handrail, ramp and front drop $7,500.00 Pending estimate Data cabling and card readers $10,000.00 Pending estimate 110V plugs in IT room $4,000.00
Pending estimate Front and rear storefront $40,000.00
Pending estimate Signage $4,000.00
Subtotal — pending estimates $100,500.00
Total identified additional work $158,667.80
Allowance for remaining needs / unforeseen costs $228,190.43 TOTAL REQUESTED BUDGET AMENDMENT $386,858.23
PROPOSED FUNDING
Series 2020A Lease Revenue Bonds — Community Facilities $86,373.77 Series 2022 Lease Revenue Bonds — Corporation Yard $300,484.46 Total requested funding $386,858.23
ATTACHMENT 1
Agenda Item No: 8.c.
MEETING DATE/TIME: 10/21/2026
ITEM NO: 2026-1649
AGENDA SUMMARY REPORT
SUBJECT: Approval of New Airport Ground Lease with the California Department of General Services (Cal Fire) and Authorization for the City Manager to Negotiate and Execute the Agreement.
DEPARTMENT: Airport PREPARED BY: Greg Owen, Airport Manager PRESENTER: Greg Owen , Airport Manager
ATTACHMENTS:
1. Cal Fire Draft Lease 2026
2. Cal Fire Final Lease 2018
Summary: Council will consider approving a new Airport ground lease with the California Department of General Services (Cal Fire) and authorize the City Manager to negotiate and execute the agreement.
Background: CAL FIRE has operated its Air Attack base at Ukiah Regional Airport since at least 1975, established by the original ground lease signed with the City on April 1, 1975. The State extended this lease for approximately 43 years, with monthly payments increasing to $660 by 2018. Following several years of negotiations, City staff presented a revised ground lease to the Council on June 20, 2018 (Attachment 2), aimed at aligning the lease terms with fair market value. The Airport Commission supported the proposed rates with a unanimous vote of 3-0. The Council subsequently approved the lease, which encompasses approximately 1.54 acres of fenced airside and landside space located on the northeast side of the airport.
Discussion: CAL FIRE has requested a lease renewal, and City staff, in conjunction with the State, have prepared a new agreement (Attachment 1). The proposed lease retains the same premises, uses, and general terms as the existing lease, featuring a new 10-year term. The current monthly rent of $2,350.49 will be carried forward and adjusted each year for inflation using an annual Consumer Price Index (CPI) escalator. The adjustment will occur every July 1, based on the change in the CPI from April 2026. The State establishes landing fees for state aircraft. Overall, the new agreement is consistent with the 2018 lease and ensures CAL FIRE's ongoing presence at the airport, which supports regional fire protection and generates steady ground rent revenue for the Airport. The Airport Commission voted unanimously (3-0) at its regular meeting to recommend that the City Council approve the proposed lease renewal.
Staff requests Council approve the new Airport ground lease with the California Department of General Services (Cal Fire) and authorize the City Manager to negotiate and execute the agreement.
Recommended Action: Approve a new Airport ground lease with the California Department of General Services (Cal Fire) and authorize the City Manager to negotiate and execute the agreement.
BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
REVENUE: Yes GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 1718-235
COORDINATED WITH: Darcy Vaughn, City Attorney
STRATEGIC PLAN (SP): N/A
GENERAL PLAN ELEMENTS (GP): GP-A1 - Land Use Element.
DRAFT
Page-1 “RESD Land Lease (Rev 7/22)
STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES
REAL ESTATE SERVICES DIVISION
STANDARD LAND LEASE FORM
LEASE COVERING PREMISES LOCATED AT
Ukiah Regional Airport
1475 S State Street
Ukiah, CA
COUNTY AND APN:
Mendocino County, APN: 003-310-08-00
LESSOR'S FED. TAX. I.D. NO. OR SOCIAL SECURITY NO. Lease File No.: 3436-001 Project No.: 16458
TENANT AGENCY
California Department of Forestry and Fire Protection
THIS LEASE, made and entered into this 2nd day of April 2026 by and between
THE CITY OF UKIAH, A MUNICIPAL CORPORATION
hereinafter called the Lessor, without distinction as to number or gender, and the State of California, acting by and through the Director of the Department of General Services, hereinafter called the State.
WITNESSETH
1. The Lessor hereby leases unto the State and the State hereby hires from the Lessor those certain premises with appurtenances situated in the City of Ukiah, County of Mendocino, State of California, and more particularly described as follows:
A land area of approximately 1.54 acres of land hereinafter referred to as the premises as outlined on the attached map labeled Exhibit “A” and more particularly described as Assessor Parcel Number(s): ; . The State shall have access to and use of the leased premises 24 hours per day, seven (7) days per week with no exceptions.
2. The term of this lease shall commence on July 1, 2026, and shall end on June 30, 2036, with such rights of termination as may be hereinafter expressly set forth.
3. The State may terminate this lease at any time effective on or after June 30, 2030, by giving written notice to the Lessor at least thirty (30) days prior to the date when such termination shall become effective. If the State fails to complete its move out within the notice period and remains in the premises, additional rent shall be paid and prorated on a thirty (30) day month, based on the actual number of days the State occupies the premises following the effective date of termination.
4. Rental payments shall be paid by the State, from legally available funds and subject to the California Constitution, in arrears on the last day of each month during said term as follows:
TWO THOUSAND THREE HUNDRED FIFTY AND 49/100 DOLLARS
(2,350.49) from July 1, 2026 through June 30, 2030; and thereafter Rental payable hereunder for any period of time less than one month shall be determined by prorating the monthly rental herein specified based on the actual number of days in the month.
Preamble
Description
Term
Early
Termination
Rent
Attachment 1
DRAFT
Page-2 “RESD Land Lease (Rev 7/22)
Rental shall be paid to Lessor at the address specified in Paragraph 5 or to such other address as the Lessor may designate by a notice in writing. If the premises are not complete pursuant to Paragraph 6 by the date shown in Paragraph 2, it is understood and agreed by and between the parties that, at the State's sole option, the dates shown in Paragraphs 2 and 3 and the dates and dollar amounts shown in Paragraph 4 may be adjusted to the first of the month following the State's acceptance of the completed premises, such acceptance shall not unreasonably be withheld. If the State exercises this option, it is agreed the State will complete unilaterally an amendment to the lease to revise the herein above stated dates. Any accrued rents for the period of time prior to the unilaterally adjusted commencement date will be paid in accordance with Paragraph 8. Additionally, it is understood and agreed between the parties that, at the State's option, the dates shown in the "CPI Escalator Operating Expenses" paragraph, if incorporated herein, shall be adjusted to reflect the time delay between lease commencement and the first of the month following the actual acceptance date. In the event this lease agreement contains a provision granting the State an Option to Purchase the premises, it is further agreed herein by the parties that, notwithstanding the provision of the Option to Purchase paragraph herein, the effective dates and corresponding purchase option prices of said Option to Purchase shall be adjusted consistent with any adjustment to the lease commencement date. Said "adjusted" purchase option dates shall be established consistent herewith and incorporated into said lease with a unilateral amendment by the State.
Landing fees for aircraft landing at the airport shall be as follows for the duration of the lease:
Plane Type Landing Fee
OV 10 $15.00
S2T $35.00
King A $15.00
Payment for landing fees will be remitted annually at the end of each fiscal year upon receipt of an invoice.
Self-Fueling and Fuel Flowage Fees
This lease in no way permits the operations of self-fueling. State must obtain a self-fueling permit as per City Ordinance # 1123. Fuel Flowage Fees are as set per Council resolution.
5. All notices and correspondence herein provided to be given, or which may be given by either party to the other, shall be deemed to have been fully given when made in writing and either: 1) deposited in the United States Mail, certified and postage prepaid; or 2) sent via an alternate commercial overnight delivery service (i.e. FedEx or similar) with receiver’s signature required; and addressed as follows:
To the Lessor: City of Ukiah
Attn: City Manager
300 Seminary Ave.
Ukiah, CA 95482 Phone No.: (707) 467-2855
FAX No.: (707) 467-2853
Email: [email protected]
To the State:
DEPARTMENT OF GENERAL SERVICES, Phone No. (916) 375-4172 REAL ESTATE SERVICES DIVISION FAX No. (916) 375-4029
LEASE MANAGEMENT A 3436-001 Email: [email protected] 707 THIRD STREET, SUITE 5-305
WEST SACRAMENTO, CA 95605
Landing Fees
for State
Aircraft
Notices
DRAFT
Page-3 “RESD Land Lease (Rev 7/22)
ALL NOTICES AND CORRESPONDENCE MUST REFERENCE
TENANT AGENCY AND PREMISES ADDRESS
Rental warrants shall be made payable to: City of Ukiah and mailed to: Attn: City Manager
300 Seminary Ave.
Ukiah, CA 95482
Nothing herein contained shall preclude the giving of any such written notice by personal service.
The address to which notices and correspondence shall be mailed to either party may be changed by giving written notice to the other party.
6. Lessor agrees that, prior to July 1, 2026, and at Lessor's sole cost and expense, all required construction, improvements and/or alterations, if any, shall be completed and the leased premises made ready for State's occupancy in full compliance with Exhibit "A", consisting of 1 sheets titled, "Site Plan , Project No. " dated .
7. Lessor shall notify the State in writing by certified mail of the date the leased premises will be completed and ready for occupancy at least thirty (30) days prior thereto. Such notice shall be a condition precedent to the accrual of rental hereunder, except however, that if the State occupies the premises prior to the receipt of such notice or prior to the expiration of the notice period of such notice, rental shall commence to accrue as of the date of occupancy.
Following execution of this lease, and not more than sixty days (60) prior to completion of construction and occupancy under this lease, State or its contractors or other representatives shall have the right to have access to the premises for the purpose of installing certain equipment.
State agrees to indemnify and hold Lessor harmless from and against any claims, damages, or other injury suffered by Lessor as a result of the work to be performed pursuant to this right to access the premises prior to State's acceptance and occupancy of the premises. Lessor agrees to indemnify and hold State and its agents, contractors, or other representatives harmless from and against any claims, damages, injury, or other harm suffered by reason of the negligence or other wrongful act of Lessor or any of Lessor's agents, contractors, or other representatives.
In no event shall the exercise of this right of access be construed so as to cause an acceleration of the occupancy date of this lease or the obligation of the State to pay rent.
Lessor and State shall each make all reasonable efforts to ensure that the respective construction and installation work is scheduled in such a manner so as to not interfere with or delay the other.
In the event that one or the other party causes a delay in the other party’s work, such injured party shall be compensated in the following manner:
Delays caused by the Lessor:
Credit the State a compensating day of delay in the occupancy date and corresponding day of delay in payment of rent.
Delays caused by the State:
Credit the Lessor a compensating day of payment of rent from the actual date of occupancy.
Compensation will be in one day increments.
Completion
and
Compliance
with Plans
and
Specifications
Notice of
Completion
and Access to
Premises
during
Construction
DRAFT
Page-4 “RESD Land Lease (Rev 7/22)
The parties agree that this shall be the sole remedy for delay, in that the calculation of damages in any other manner is too uncertain and not susceptible of accurate determination.
8. Lessor agrees that if the leased premises are ready for occupancy prior to the completion date specified above in Paragraph 6, State may elect to occupy the premises on the earliest date practical after its receipt of the herein required completion notice. The rent payable for any such early occupancy by the State shall be at the rate of $ per month and shall be prorated on a daily basis for any partial month.
9. No rental shall accrue under this lease, nor shall the State have any obligation to perform the covenants or observe the conditions herein contained until the leased premises have been made ready for occupancy in accordance with the provisions hereof. It is specifically agreed that in the event the leased premises are not completed and ready for occupancy by the State on or before , then and in that event the State may, at its option and in addition to any other remedies it may have, terminate this lease and be relieved of any further obligations hereunder, providing that a fair and reasonable allowance for the following delays shall be added to said time for completion:
A. Acts of the State, its agents or employees, or those claiming under agreement with or grant from the State; or by
B. The acts of God which Lessor could not reasonably have foreseen or guarded against; or by
C. Any strikes, boycotts or like obstructive actions by employees or labor organizations and which are beyond control of Lessor, and which cannot be reasonably overcome; or by D. Restrictive regulations by the Federal Government which are enforced in connection with a National Emergency.
In the event that the State elects to occupy premises before the work on the premises specified in Exhibit “A”, and “B”, the State will provide the Lessor with a punch list of work remaining to be completed (referenced as the State’s “Punch List”). Lessor agrees that Lessor shall complete the remaining work no later than 14 calendar days from the date of receipt of said Punch List. If said Punch List is not completed within the specified 14-day period, Lessor agrees that, beginning on the first day after said 14-day period following occupancy of premises by the State, rent may at the State’s sole option be reduced to $ which is seventy percent (70%) of the base rent specified in paragraph 4 herein (excluding any amortization payments) until such time that the Punch List work is completed in full and that such completion of work is inspected and accepted by the State. The portion of the rent specified for amortization of tenant improvements, if any shall continue to be paid in full without interruption.
It is understood and agreed that the rent reduction specified above does not relieve Lessor of its obligation to complete said work and the State shall maintain all other remedies specified in the Lease.
It is understood by all parties hereto that it shall be the Lessor’s responsibility to remove any prior tenant.
10. Occupancy of the leased premises by the State shall not relieve Lessor in any respect from full compliance at all times with aforesaid Exhibits "A” and “B”. It is further understood and agreed that any installation not in conformity with said Exhibits "A" shall be immediately corrected by the Lessor at Lessor's sole cost and expense. In the event Lessor shall, after notice in writing from the State requiring the Lessor to comply with the requirements of this paragraph in regard to a specified condition, fail, refuse or neglect to remedy such condition, State may terminate this lease without further obligation, or as to such specified condition, at its option and in addition to any other remedy the State may have, withhold rent due and bring the leased premises into conformity with said Exhibits at its own cost including State's Administrative costs, if any, and deduct the amount thereof from the rent that may then be or thereafter become due hereunder.
Early
Occupancy
Time limit and
Prior Tenancy
Conformity to
Exhibits
DRAFT
Page-5 “RESD Land Lease (Rev 7/22)
11. Lessor hereby warrants and guarantees that the premises leased to the State will be operated and maintained free of hazard from Asbestos Containing Materials (ACM) and agrees to the conditions for survey, testing, and abatement of ACM as applicable. Lessor specifically agrees that, in the event the State elects to exercise its rights under the provisions of Paragraph 16 of this lease, any costs related to abatement or hazard from asbestos shall be the Lessor's responsibility.
12. Lessor, at Lessor's sole cost and expense, during the term of this lease shall furnish the following services, utilities, and supplies to the Premises:
A. Electricity and/or gas, as necessary, as needed for State's operations.
In the event of failure by the Lessor to furnish any of the above services or supplies in a satisfactory manner, the State may furnish the same at its own cost; and, in addition to any other remedy the State may have, may deduct the amount thereof, including State's administrative costs, from the rent that may then be, or thereafter become due hereunder.
13. During the lease term, Lessor State shall maintain the leased premises together with appurtenances, rights, privileges, and easements belonging or appertaining thereto, in good repair and tenantable condition, except in case of damage arising from the negligence of State's agents, invitees or employees. STATE shall make no changes and/or alterations to the leased premises without the prior written consent of the Lessor, with the exception of routine repairs to the premises. It is understood maintenance and repair of the entire lease premises is the State’s responsibility.
Lessor agrees that in no event shall STATE be required to perform any maintenance on or make repairs or alterations to the leased Premises of any nature whatsoever. Lessor agrees at Lessor’s sole cost and expense, to repair and to maintain in good operating condition any fencing, watering facilities, water pumps, including waterlines, barns, roads, buildings, equipment, or other improvements existing on the Premises.
14. The State shall have the right during the existence of this lease to make change orders and alterations; attach fixtures; and erect additions, structures, or signs upon the leased premises.
Such fixtures, additions, structures, or signs so placed upon or attached to the premises under this lease or any extension hereof shall be and remain the property of the State and may be removed therefrom by the State prior to the termination or expiration of this lease or any renewal or extension hereof, or within a reasonable time thereafter.
In the event alterations, fixtures, additions, structures, or signs upon the leased premises are desired by State and State elects not to perform the work, any such work, when authorized in writing by the State shall be performed by the Lessor in accordance with plans and specifications provided by State. Lessor agrees to obtain competitive bids from at least three licensed contractors and to contract with the lowest bidder. Lessor further agrees that the overhead and profit for the work shall not exceed fifteen percent (15%) total for Lessor and any general contractor combined. Within forty-five (45) days after receiving Lessor's notice of completion of the requested work and an invoice requesting payment therefor, together with a complete detailed accounting of all costs for each trade, State agrees to reimburse Lessor by a single total payment for the cost of such work.
15. The State shall not assign this lease without prior written consent of the Lessor, which shall not be unreasonably withheld, but shall in any event have the right to sublet the leased premises.
16. The Lessor agrees that the State, while keeping and performing the covenants herein contained, shall at all times during the existence of this lease, peaceably and quietly have, hold, and enjoy the leased premises without suit, trouble, or hindrance from the Lessor or any person claiming under Lessor.
Asbestos
Services,
Utilities, and
Supplies
Repair and
Maintenance
Change
Orders and
Alterations
Assignment
and
Subletting
Quiet
Possession
DRAFT
Page-6 “RESD Land Lease (Rev 7/22)
17. The Lessor reserves the right to enter and inspect the leased premises at reasonable times, and to render services and make any necessary repairs to the premises.
18. If the leased premises are totally destroyed by fire or other casualty, this lease shall terminate. If such casualty shall render ten percent (10%) or less of the leased premises unusable for the purpose intended, Lessor shall affect restoration of the premises as quickly as is reasonably possible, but in any event within thirty (30) days.
In the event such casualty shall render more than ten percent (10%) of the leased premises unusable but not constitute total destruction, Lessor shall forthwith give notice to State of the specific number of days required to repair the same. If Lessor under such circumstances shall not give such notice within fifteen (15) calendar days after such destruction, or if such notice shall specify that such repairs will require more than ninety (90) days to complete from date such notice is given, State, in either such event, at its option may terminate this lease or, upon notice to Lessor, may maintain occupancy and elect to undertake the repairs itself, deducting the cost thereof from the rental due or to become due under this lease and any other lease between Lessor and State.
In the event of any such destruction other than total, where the State has not terminated the lease as herein provided, or pursuant to the terms hereof has not elected to make the repairs itself, Lessor shall diligently prosecute the repair of said premises and, in any event, if said repairs are not completed within the period of thirty (30) days for destruction aggregating ten percent (10%) or less of the leased premises, or within the period specified in Lessor's notice in connection with partial destruction aggregating more than ten percent (10%), the State shall have the option to terminate this lease or complete the repairs itself, deducting the cost thereof from the rental due or to become due under this lease and any other lease between Lessor and State.
In the event the State remains in possession of said premises though partially damaged, the rental as herein provided shall be reduced by the same ratio as the net square feet the State is thus precluded from occupying bears to the total net square feet in the leased premises.
It is understood and agreed that the State or its agent has the right to enter its destroyed or partially destroyed leased premises no matter what the condition. At the State's request, the Lessor shall immediately identify an appropriate route through the property to access the State leased premises. If the Lessor cannot identify an appropriate access route, it is agreed that the State may use any and all means of access at its discretion in order to enter its leased premises.
19. To the extent authorized by any fire and extended coverage insurance policy issued to Lessor on the herein leased premises, Lessor hereby waives the subrogation rights of the insurer, and releases the State from liability for any loss or damage covered by said insurance.
20. For those projects defined as "public works" pursuant to Labor Code §1720.2, the following shall apply:
A. Lessor/contractor shall comply with prevailing wage requirements and be subject to restrictions and penalties in accordance with §1770 et seq. of the Labor Code which requires prevailing wages be paid to appropriate work classifications in all bid specifications and subcontracts.
B. The Lessor/contractor shall furnish all subcontractors/employees a copy of the Department of Industrial Relations prevailing wage rates which Lessor will post at the job site. All prevailing wage rates shall be obtained by the Lessor/contractor from:
Inspection
Destruction
Subrogation
Waived
Prevailing
Wage
Provision
DRAFT
Page-7 “RESD Land Lease (Rev 7/22)
Department of Industrial Relations
Division of Labor Statistics and Research
455 Golden Gate Avenue, 8th Floor
San Francisco, California 94102
Phone:(415) 703-4774
Fax: (415) 703-4771
For further information on prevailing wage: http://www.dir.ca.gov/dlsr/statistics_research.html C. Lessor/contractor shall comply with the payroll record keeping and availability requirement of §1776 of the Labor Code.
D. Lessor/contractor shall make travel and subsistence payments to workers needed for performance of work in accordance with the Labor Code.
E. Prior to commencement of work, Lessor/contractor shall contact the Division of Apprenticeship Standards and comply with §1777.5, §1777.6, and §1777.7 of the Labor Code and Applicable Regulations.
21. During the performance of this lease, the Lessor shall not deny benefits to any person on the basis of religion, color, ethnic group identification, sex, age, physical or mental disability, nor shall they discriminate unlawfully against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, mental disability, medical condition, marital status, age, or sex. Lessor shall insure that the evaluation and treatment of employees and applicants for employment are free of such discrimination.
Lessor shall comply with the provisions of the Fair Employment and Housing Act (Government Code, Section 12900 et seq.), the regulations promulgated thereunder (California Administrative Code, Title 2, Section 7285.0 et seq.), the provisions of Article 9.5, Chapter 1, Part 1, Division 3, Title 2 of the Government Code (Government Code, Sections 11135-11139.5), and the regulations or standards adopted by the awarding State agency to implement such article.
22. The State of California supports the use of Disabled Veteran Business Enterprise (DVBE) and we encourage the Lessor to utilize DVBEs when contracting for tenant improvements and services. Lessor shall complete the attached Exhibit “B” titled “DVBE Program Certification Sheet (Form F)” prior to acceptance and occupancy of this lease. Lessor may refer to the following internet link for DVBE guidelines and instructions.
Disabled Veteran Business Enterprise (DVBE) Program Guidelines
23. Within fifteen (15) days after occupancy of the leased premises by the State, Lessor shall provide the State with the name, address, and telephone number of an agency or person convenient to the State as a local source of service regarding the Lessor's responsibilities under this lease as to repairs, maintenance, and servicing of the premises and any or all related equipment, fixtures, and appurtenances. State shall maintain the leased premises.
24. In the event the State remains in possession of the premises after the expiration of the lease term, or any extension or renewal thereof, this lease shall be automatically extended on a month-to-month basis, subject to thirty (30) days termination by either party, and otherwise on the terms and conditions herein specified, so far as applicable. If the last rental amount shown in Paragraph 4 included the amortization of a capital sum expended by Lessor for certain alterations and improvements, as described in a separate paragraph herein, and the capital sum has been fully amortized, the holdover rent shall be reduced by the amount of the monthly amortization. If the State fails to vacate the premises within the notice period and remains for an extended period, additional rent shall be paid and prorated on a thirty (30) day month, based on the actual number of days the State occupies the premises following the effective date of termination.
Fair
Employment
Practices
DVBE
Participation
Service
Companies
Holding Over
DRAFT
Page-8 “RESD Land Lease (Rev 7/22)
25. Upon termination or expiration of this lease, the State will peacefully surrender to the Lessor the leased premises in as good order and condition as when received, except for reasonable use and wear thereof and damage by earthquake, fire, public calamity, the elements, acts of God, or circumstances over which State has no control or for which Lessor is responsible pursuant to this lease. The State shall have no duty to remove any improvements or fixtures placed by it on the premises or to restore any portion of the premises altered by it, save and except in the event State elects to remove any such improvements or fixtures and such removal causes damages or injury to the leased premises, and then only to the extent of any such damage or injury.
26. Time is of the essence of this lease, and the terms and provisions of this lease shall extend to and be binding upon and inure to the benefit of the heirs, executors, administrators, successors, and assigns to the respective parties hereto. All of the parties hereto shall be jointly and severally liable hereunder.
27. It is mutually understood and agreed that no alterations or variations of the terms of this lease shall be valid unless made in writing and signed by the parties hereto, and that no oral understanding or agreement not incorporated herein, shall be binding on any of the parties hereto.
28. Pursuant to California Civil Code §1938, the Lessor states that the leased premises:
☒ have not undergone an inspection by a Certified Access Specialist (CASp). A CASp can inspect the subject premises and determine whether the subject premises comply with all of the applicable construction-related accessibility standards under state law. Although state law does not require a CASp inspection of the premises, the Lessor may not prohibit the tenant from obtaining a CASp inspection of the premises for occupancy by the tenant, if requested by the tenant.
The parties shall mutually agree on the arrangements for the time and manner of the CASp inspection, the payment of the fee for the CASp inspection, and the cost of making any repairs necessary to correct violations of construction-related accessibility standards within the premises.
☐ have undergone an inspection by a Certified Access Specialist (CASp) and it was determined that the leased premises met all applicable construction-related accessibility standards pursuant to California Civil Code §55.53 et seq. Lessor shall provide a copy of the current disability access inspection certificate and any inspection report to the State within seven days of the date of execution of the lease pursuant to subdivision (b).
☐ have undergone an inspection by a Certified Access Specialist (CASp) and it was determined that the leased premises did not meet all applicable constructionrelated accessibility standards pursuant to California Civil Code §55.53 et seq.” Lessor shall provide a copy of any inspection report to the State prior to the execution of the Lease. If the report is not provided to the State at least 48 hours prior to execution of the lease, the State shall have the right to rescind the lease, based upon the information contained in the report, for 72 hours after execution of the lease.
29. The State agrees to indemnify and hold harmless the Lessor to the extent authorized by Government Code Section 14662.5 and agrees to repair or pay for any damage proximately caused by reason of the State’s use of said premises during the term of this lease, except to the extent that any such damages suffered by Lessor are the result of Lessor’s negligent or wrongful acts or the acts of any persons acting under or on behalf of the Lessor and/or where the State is found to have no liability by reason of any immunity arising by statute or common law in connection with the fulfillment of the State’s constitutional and statutory public responsibilities.
Lessor agrees to indemnify and hold harmless the State in the event of any claim, demand, cause of action, judgments, obligations, or liabilities, and all reasonable expenses which State may suffer as direct and proximate result of the negligence or other wrongful act or violation of Surrender of
Possession
Time of
Essence,
Binding upon
Successors
No Oral
Agreements
ConstructionRelated
Accessibility
Standard
Compliancy
Act
Indemnification
DRAFT
Page-9 “RESD Land Lease (Rev 7/22)
law by the Lessor, its employees, or any person or persons acting under the direct control and authority of the Lessor or its employees, in connection with the State’s occupancy of said premises under and during the term of this lease except to the extent that any such damages or expenses suffered by State are the result of State’s sole negligence.
30. Lessor understands and agrees to the following:
In accordance with Government Code Section 11007.4, the State of California has elected to be self-insured for liability exposures. Under this form of insurance, the State and its employees acting in the course and scope of their employment are insured for tort liability arising out of official State business. All claims against the State of California based on tort liability should be presented as a government claim to the Government Claims Program, PO Box 989052 MS 414, West Sacramento, CA 95798-9052 (Gov. Code Section 900, et. seq.). Internet link:
https://www.dgs.ca.gov/ORIM/Services/Page-Content/Office-of-Risk-and-InsuranceManagement-Services-List-Folder/File-a-Government-Claim The State of California has also elected to be insured for its motor vehicle liability exposures through the State Motor Vehicle Liability Self-Insurance Program (VELSIP). This program provides liability coverage arising out of the operations of motor vehicles used by state employees for official state business (California Vehicle Code Sections 17000 and 17001). Motor vehicle liability claims against the State of California should be presented to the Office of Risk and Insurance Management, P.O. Box 989052 MS-403, West Sacramento, CA 95798-9052, (800) 900-3634, [email protected]. If your motor vehicle liability claim is not resolved within six months from the date of loss, California law requires you to file a formal claim with the Government Claims Program, PO Box 989052 MS 414, West Sacramento, CA 95798-9052 (Gov. Code section 900, et. seq.).
Internet link:
https://www.dgs.ca.gov/ORIM/Services/Page-Content/Office-of-Risk-and-InsuranceManagement-Services-List-Folder/File-a-Government-Claim The State of California has a Master Agreement with the State Compensation Insurance Fund regarding workers’ compensation benefits for all state employees, as required by the Labor Code.
31. Lessor shall have the right to subordinate this lease to any ground lease, deed of trust, or mortgage encumbering the Property, any advances made on the security thereof and any renewals, modifications, consolidations, replacements, or extensions thereof, whenever made or recorded. However, State's right to quiet possession and quiet enjoyment of the Property during the lease term shall not be disturbed if State pays the rent and performs all of State's obligations under this lease and is not otherwise in default. If any ground lessor, beneficiary, or mortgagee elects to have this lease prior to the lien of its ground lease, deed of trust, or mortgage and gives written notice thereof to State, this lease shall be deemed prior to such ground lease, deed of trust, or mortgage whether this lease is dated prior or subsequent to the date of said ground lease, deed of trust, mortgage, or the date of recording thereof.
32. Beginning on July 1, 2026 and each July 1st thereafter during the term of this lease, the State will automatically increase or decrease the monthly rent payable under this lease. The amount of the monthly rental adjustment shall be determined by multiplying $2,350.49 by the percentage which the Consumer's Price Index** for the preceding April increased over or decreased under the same Index for the month of April 2026 which shall be the base period.
Notwithstanding any other provisions contained herein, no CPI adjustments will accrue or be paid during any agreed periods of free rent.
In the event the above-mentioned Index is discontinued prior to the expiration of this lease, the State shall immediately request the Bureau of Labor Statistics of the U.S. Department of Labor Insurance
Subordination
CPI Escalator
Operating
Expense
DRAFT
Page-10 “RESD Land Lease (Rev 7/22)
to supply a formula for the conversion of the above-mentioned Index to a similar Index then available; and said formula shall thenceforth be the basis for computation. **U.S. Bureau of Labor Statistics, U. S. City Average, All Items Series A (1982-1984=100), "Urban Wage Earners and Clerical Workers."
33. State agrees that it will comply with all applicable laws existing during the term of this lease pertaining to the use, storage, transportation, and disposal of any hazardous substance as that term is defined in such applicable law. In the event Lessor or any of its affiliates, successors, principals, employees, or agents should incur any liability, cost, or expense, including attorney's fees and costs, as a result of the State's illegal or alleged illegal use, storage, transportation, or disposal of any hazardous substance, including any petroleum derivative, the State shall indemnify, defend, and hold harmless any of these individuals against such liability, to the extent authorized by Government Code section 14662.5. Where the State is found to be in breach of this provision due to the issuance or a government order directing the State to cease and desist any illegal action in connection with a hazardous substance, or to remediate a contaminated condition caused by the State or any person acting under State's direct control and authority, State shall be responsible for all costs and expenses of complying with such order, including any and all expenses imposed on or incurred by Lessor in connection with or in response to such government order, to the extent authorized by Government Code section 14662.5. In the event a government order is issued naming the State or the State incurs any liability during or after the term of the lease in connection with contamination which pre-existed the State's obligations and occupancy under this lease or which were not caused by the State, Lessor shall hold harmless, indemnify, and defend the State in connection therewith and shall be solely responsible as between State and Lessor for all efforts and expenses thereto.
34. On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (EO) regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as any sanctions imposed under state law. The EO directs state agencies to terminate contracts with, and to refrain from entering any new contracts with, individuals or entities that are determined to be a target of Economic Sanctions. Accordingly, should the State determine Contractor is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this agreement.
The State shall provide Contractor advance written notice of such termination, allowing Contractor at least 30 calendar days to provide a written response. Termination shall be at the sole discretion of the State.
35. Effective upon acceptance and occupancy of this space hired herein, this lease supersedes and cancels that certain lease for premises located at 1475 South State Street, Ukiah, CA, more commonly known as the Ukiah Regional Airport, dated October 1, 2019, by and between The City Ukiah as Lessor, and the State of California by and through its Director of the Department of General Services.
Remainder of Page Intentionally Left Blank
IN WITNESS WHEREOF, this lease has been executed by the parties hereto as of the dates written below Hazardous
Substance
Executive
Order N-6-22
– Russia
Sanctions
Superseding
An Existing
Lease
DRAFT
Page-11 “RESD Land Lease (Rev 7/22)
STATE OF CALIFORNIA
Approval Recommended
DEPARTMENT OF GENERAL SERVICES
REAL ESTATE SERVICES DIVISION
ASSET MANAGEMENT BRANCH
By
Garret Fukuda, Real Estate Officer
Real Estate Leasing and Planning Section
Date
Approved
DIRECTOR OF THE DEPARTMENT
OF GENERAL SERVICES
By
Mike Engeman, Leasing Manager
Real Estate Leasing and Planning Section
Date
LESSOR
CITY OF UKIAH
By
,
Date
By
,
Date
By
,
Date
Attachment 2
Agenda Item No: 8.d.
MEETING DATE/TIME: 10/21/2026
ITEM NO: 2026-1651
AGENDA SUMMARY REPORT
SUBJECT: Notification of Contract Amendment with Community Development Services in the Amount of $45,000 for Underwriting Services for Business Assistance Program Funded by a State Grant from Housing and Community Development.
DEPARTMENT: Community
Development PREPARED BY: Jim Robbins, Housing and Grants Manager PRESENTER: Jim Robbins, Housing and Grants Manager
ATTACHMENTS:
1. Agreement_2324-105_CDS
2. CDS Amendment 3
Summary: Council is requested to receive notification of a contract amendment with Community Development Services (CDS) to increase the existing contract amount by $45,000 to provide underwriting services for the City of Ukiah Business Assistance Program funded by a State grant from Housing and Community Development.
Background: City Council approved the professional services agreement between the City and Community Development Services (CDS), COU No. 2324-105 (Attachment 1), on September 20, 2023, in the amount of up to $5,356 for State Community Development Block Grant (CDBG) Business Assistance program loan underwriting services. Between 2022 and 2024, with the underwriting and consulting assistance from CDS, Staff completed loans assisting six small businesses. All loans were funded by CDBG funds within standard agreement No. 20- CDBG-12041 and CDBG Program Income (PI). Loans provided to these six Ukiah businesses created and/or retained approximately eight full-time jobs. By May 2024, the City had expended all Business Assistance Program grant funds within 20-CDBG-12041.
Discussion: Although the City's Business Assistance program, which has been in existence since 2010, has been successful in delivering financial assistance to start-ups and existing businesses, a critical need expressed by existing businesses has been for a facade improvement program. Since the loss of State Redevelopment funding in 2011, the City has in the past been unable to identify a funding source that would provide adequate grant funding to stand up such a program. It is anticipated that the 2027-2029 version of the Business Assistance Program will be able to meet this need by offering low-interest loans to local businesses for facade improvement as well as other business purposes, including the retention and hiring of staff for business expansion.
The addition of up to $45,000 to the existing contract with CDS through Amendment 3 (see Attachment 2) requires Council notification.
Recommended Action: Receive notification of contract amendment with Community Development Services in the amount of $45,000 for underwriting services for the Business Assistance Program funded by a State grant from Housing and Community Development.
BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: 61123412.52155.18547: $140,186.92
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: State grant - details of grant source embargoed by the State until the State releases their press release regarding the program.
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2324-105
COORDINATED WITH: Craig Schlatter, Community Development Director; Myles Fisette, Purchasing Manager
STRATEGIC PLAN (SP):SP 4A - Identify and remove barriers to economic development while leveraging economic opportunities.SP 4B - Develop and preserve the historic downtown as a regional center of civic and economic activity.
GENERAL PLAN ELEMENTS (GP): GP-A2 - Economic Development Element - Goals ED-1.3 Public/Private Partnerships (with local lending institutions); ED-4.2 Downtown; ED-10.4 Local-Serving Retail; and ED-10.5 Culturally Diverse Businesses
ATTACHMENT 1
09/29/2026
09/29/2026
Attachment 2
Agenda Item No: 8.e.
MEETING DATE/TIME: 10/21/2026
ITEM NO: 2026-1652
AGENDA SUMMARY REPORT
SUBJECT: Notification of a Contract Amendment with JM Integration in the Amount of $76,212.50 as Part of the SCADA Upgrades at the Water Treatment Plant.
DEPARTMENT: Public Works PREPARED BY: Seth Strader, Public Works Management Analyst II PRESENTER: Jared Walker, Water Resources Director
ATTACHMENTS:
1. Contract 2021-167 JM Integration - WTP SCADA Upgrade
2. JM INTEGRATION CO 1
3. JM Integration - SCADA Water Treatment Plant 2021-167-A2 - Amendment
4. Invoice_23605_from_JM_Integration_LLC
Summary: Council will receive notification of a contract amendment with JM Integration in the amount of $76,212.50 as part of the SCADA upgrades at the Water Treatment Plant.
Background: The Supervisory Control and Data Acquisition (SCADA) System at the Water Treatment Plant is the primary software tool for managing the City's drinking water system. The original system was installed in 2005 and has since become obsolete, with manufacturer support ceasing in 2017. In 2021, the City Council awarded a contract to JM Integration for the replacement of the old SCADA system, totaling $259,756. Refer to Attachment 1 for the original contract. A change order and contract amendment were subsequently approved in 2023 and 2025, adjusting the total contract amount to a not-to-exceed sum of $513,019.22.
Please see Attachments 2 and 3 for further details.
Discussion: As JM Integration completed the contracted work, it was identified that one additional panel and controller for the SCADA system required replacement. The existing panel lacked drawings and documentation, which contributed to uncertainty during project scoping regarding its necessity for replacement. JM Integration has supplied a custom control panel assembly and enclosure. Refer to Attachment 4 for further details. There remains $22,205.39 in unspent funds on the contract. An internal transfer of $53,706.11 will be made from other Water Treatment Plant capital improvements to cover this shortfall.
Staff requests Council receive this notification of a contract amendment with JM Integration in the amount of $76,212.50 as part of the SCADA upgrades at the Water Treatment Plant.
Recommended Action: Receive notification of a contract amendment with JM Integration in the amount of $76,212.50 as part of the SCADA upgrades at the Water Treatment Plant.
BUDGET AMENDMENT REQUIRED: NO
CURRENT BUDGET AMOUNT: 82027111.80100.18050: $22,506.39 PROPOSED BUDGET AMOUNT: 82027111.80100.18050: $76,212.50 FINANCING SOURCE: N/A
REVENUE: No GRANT: No
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2021-167
COORDINATED WITH: Michelle Wagenet, Water Treatment Plant Supervisor and Jared Walker, Water Resources Director.
STRATEGIC PLAN (SP): N/A
GENERAL PLAN ELEMENTS (GP): GP-A4 - Public Facilities, Services, and Infrastructure Element; GP-A5 - Environment and Sustainability Element.
CONTRACT 2021-167
1 SCADA SERVICE PROVIDER FOR THE SCADA SYSTEM UPGRADE
AND ONGOING MAINTENANCE AT THE WATER TREATMENT PLANT
This Agreement is made and entered on February 5, 2021, in Ukiah, California, by and between JM Integration, a CA limited liability corporation ("Contractor") and the City of Ukiah ("City"), a general law municipal corporation.
RECITALS:
1. The work is for the SCADA System Upgrade and Ongoing Maintenance at the Water Treatment Plant ("the Work") as described in Exhibit A, which is attached hereto and incorporated herein by this reference.
2. Contractor is properly licensed and qualified to perform the work.
3. Whenever this Agreement calls for City approval or notification, the approval or notification must be signed by the City Manager or his or her designee.
AGREEMENT:
Wherefore, in consideration of the foregoing facts and the terms and conditions as further stated herein, the parties hereby agree as follows.
1. PERFORMANCE OF THE WORK
Contractor will perform the Work as further provided herein.
1.1 Time of Performance. Time is of the essence, and the Contractor shall commence making the services available to the City upon the receipt of a Notice to Proceed, and they shall be available thereafter upon request for service by City, and as per schedule provided in Exhibit A.
1.2 Contract Documents. Contractor will perform the Work in compliance with the attached Exhibit A. If there is any inconsistency or conflict between Exhibit A, and this agreement, the terms of this Agreement shall prevail, unless expressly stated otherwise in an Amendment to this agreement.
1.3 Contractor furnished items. Contractor will furnish all necessary labor, materials, tools, equipment, and transportation necessary to perform the Work.
1.4 SB 854 requirements
1.4.1 No contractor or subcontractor may be listed on a proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for proposal purposes only under Labor Code section 1771.1(a)].
ATTACHMENT 1
CONTRACT 2021-167
2 1.4.2 No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
1.4.3 This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
1.4.4 The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE. All contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE.
1.4.5 The Prime Contractor is required to post job notices at the job site as prescribed by regulations (currently, 8 CCR §16451(d).)
1.5 Use of Employees.
1.5.1. Contractor and any subcontractors shall pay all mechanics and laborers employed by them to work upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.
1.5.2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the City, $50.00 for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.
1.5.3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, City has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification, or type of workers concerned. Copies of the General Prevailing Wage Determination are on file in the office of the City Engineer and are available to the Contractor on request. The Contractor shall post the wage determination at the site of work in a prominent place where the workers can easily see it.
CONTRACT 2021-167
3 1.5.4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained from the City Engineer.
The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her proposal and will not in any circumstances be considered as the basis for a claim against the City.
1.5.5. Travel and Subsistence Payments.
Contractor shall make travel and subsistence payments to each worker needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968).
1.5.6. Apprentices.
Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices.
Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
Copies of Labor Code Sections 1771 (requiring prevailing wages), 1775 (imposing penalties, including a $50 per day, per worker forfeiture, for failure to pay prevailing wages), 1776 (requiring contractor to maintain available for inspection certified payroll records), 1777.5 (requiring certain apprenticeship programs), 1813 (imposing penalties for failure to make records available for inspection) and 1815 (requiring time and ½ for overtime) are available at the Department of Industrial Relations website at http://www.dir.ca.gov/
1.6 CITY Inspector. CITY may designate an architect, engineer, other design professional or other inspector ("Inspector") to supervise and/or inspect Contractor's performance of the Work.
The Inspector shall have no authority to change the Work, the compensation for performing the Work or the time for completing the Work without City's prior written approval. City shall notify the Contractor in writing, if it designates an Inspector.
1.7 Site Conditions. Contractor acknowledges that it has inspected the work site and any improvements involving the Work and satisfied itself as to the conditions which can affect the Work or its cost. Contractor has not relied on any representation by CITY or its officers or employees as to the condition of the site or the houses or any condition that might affect the cost of performing this Agreement.
CONTRACT 2021-167
4 1.8 New Products Required. All equipment, materials or fixtures furnished by Contractor under this Agreement shall be new and of the most suitable grade for the intended purpose, unless otherwise specifically provided.
1.9 Compliance with Laws. The Contractor shall give all notices and comply with all applicable laws, ordinances, codes, rules and regulations. The Contractor shall secure and pay for all permits, fees, and licenses necessary for the proper execution and completion of the work.
1.10 Protection of Site and Improvements. The Contractor shall preserve and protect the site, grounds and any involved improvements and shall not alter or damage any portion thereof, except as is absolutely necessary in order to perform the Work. The Contractor shall repair or replace, as directed by CITY, any property that it damages, looses or destroys in violation of this paragraph.
Contractor shall assume full responsibility for maintaining the safety of the worksite in compliance with all applicable state and federal worker safety and protection laws and shall maintain the worksite in compliance with all such laws.
1.11 Inspection of Work. The Contractor shall ensure that the Work is available for inspection by CITY or its Inspector at all reasonable times and that no work is covered up or rendered incapable of inspection without prior notice to CITY or its Inspector and a reasonable opportunity for inspection. The presence or absence of a CITY inspector or the conduct of an inspection by CITY or its Inspector shall not relieve the Contractor from any contract requirement or compliance with Exhibit A.
1.12 Title. The Contractor warrants that it conveys full and complete title, free of all liens and encumbrances, to all materials, supplies, fixtures and equipment furnished to CITY under this Agreement and agrees to fully defend and indemnify CITY, its officers and employees, and the houses and homebuyers included in the Work, from and against any claim, lien, charge, debt, cost, expense or liability arising from a breach of said warranty.
1.13 Warranties. In addition to any other warranties in this contract, the Contractor warrants that the Work conforms to the contract requirements and is free of any defect in equipment, material or workmanship for a period of one year from the date of final acceptance of the Work by CITY. If CITY accepts any part of the Work before final acceptance of the entire Work, the warranty shall continue for the period of one year from the date of such partial acceptance. The Contractor shall remedy, at the Contractor’s expense, any failure to conform, or any defect.
1.14 Extension of Time. Should any delays occur which the City may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract.
Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the City within 15 days of the occurrence of the event giving rise to the
CONTRACT 2021-167
5 claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the City within 45 days of the occurrence unless the City specifies in writing a longer period. All claims for a time extension must be approved by the City and incorporated into a written amendment.
1.15. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby.
No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the City, the Contractor shall be able to overcome them.
The Contractor shall be granted a time extension of one day for each unfavorable weather day that prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period.
1.16. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the City.
It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the City and that such permission may be revoked at any time by the City if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.
1.17. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1 ½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twentyfive dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.
2. CONTRACT PRICE
CITY shall pay the Contractor for performance of this Agreement time and materials not-toexceed $259,755.88.