WILDCAT CANYON ROAD SPECIFICATION NO SLIDE REPAIR BIDDER'S PROPOSAL (continued)

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2 BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset Timber Lagging 1 LS $ $ 5 Reset Metal Beam Guard Rail 75 LF $ $ 6 Roadway Excavation 85 CY $ $ 7 Hot Mix Asphalt (Type A) 23 TON $ $ 8 Class 2 Aggregate Base 20 CY $ $ 9 Storm Drain Manhole 2 EA $ $ 10 Drainage Inlet 1 EA $ $ inch Downdrain Anchors 6 EA $ $ inch HDPE Pipe (Type C) 130 LF $ $ inch CSP (Polymer Ctd., 0.079" Thick) 32 LF $ $ 14 Energy Dissipater 2 EA $ $ 15 Subdrain System 1 LS $ $ 16 Rock Slope Protection (1/2 Ton, Method A) 103 CY $ $ 17 Rock Slope Protection (Backing No. 1) 96 CY $ $ 18 Rock Slope Protection Fabric 223 SQYD $ $ 19 Thermoplastic Traffic Stripe (Detail 27b) 60 LF $ $ 20 Thermoplastic Traffic Stripe (Detail 22) 7 LF $ $ BASE BID TOTAL $ ADDITIVE BID 21 Remove Drainage Inlet 1 EA $ $ 22 Abandon and Remove 12-inch CSP 1 LS $ $ 23 Abandon 12-inch HDPE Pipe 1 LS $ $ 24 Roadway Excavation (F) 6 CY $ $ 25 Drainage Inlet 1 EA $ $ inch CSP Downdrain (Polymer Coated, Thick) 138 LF $ $ inch Downdrain Anchors 14 EA $ $ 28 Energy Dissipater 1 EA $ $ 29 Energy Dissipater (Deduct Item 14) -1 EA $ * $ (F) Indicates a Final Pay Item of Work ADDITIVE BID TOTAL $ *Unit Cost for Item 29 shall match Item 14. AWARD OF THE PROJECT IS BASED ON THE LOWEST RESPONSIBLE BASE BID TOTAL. ADDITIVE BID ITEMS OF WORK ARE REVOCABLE. THE CITY RESERVES THE RIGHT TO AWARD OR NOT AWARD THE ADDITIVE BID WITH THE CONTRACT. TOTAL COST OF BASE BID ITEMS 1-20 IN WORDS AND FIGURES: Dollars and Cents ($ ). Addendum No. 1 Page 3 of 4 [BIDDERS]

3 BIDDER'S PROPOSAL (continued) The undersigned bidder agrees to accept payment in full for the work at the unit price set forth above in accordance with provisions of the specifications, the special provisions, and as shown on the plans. The Contractor agrees to start work within fourteen (14) calendar days from the Notice to Proceed. This work shall be diligently prosecuted to completion before the expiration of 25 WORKING DAYS after issuance of the Notice to Proceed. The Contractor shall pay to the City of Berkeley the sum of $ per day, for each and every calendar day delay in finishing the work in excess of the number of working days prescribed above. The City will strictly enforce liquidated damages on this contract. Prior to submitting a bid for the work, the Contractor shall carefully assess his or her capacity to complete the work within 25 working days and agrees that the 25 working days is sufficient to complete the work. Company Address By Title Phone ( ) Taxpayer I.D. No. Date Corporation Yes [ ] No [ ] (The following spaces to be used by the City) Pursuant to City of Berkeley Council Resolution No. N.S. adopted on, the City of Berkeley agrees to pay the prices set forth above for the Total Bid Items in the amount of ($ ), in accordance with the terms and conditions set forth in Specification No The contractor shall complete all work specified in the contract documents in accordance with the plans and specifications within twenty-five (25) working days from the date established in the Notice to Proceed. CITY OF BERKELEY Dated: By: Registered By: Attested By: City Manager Auditor City Clerk Addendum No. 1 Page 4 of 4 [BIDDERS]

4 SPECIAL PROVISIONS BID ITEM BID ITEM BID ITEM NO. 21 REMOVE DRAINAGE INLET NO. 22 ABANDON AND REMOVE 12-INCH CSP NO. 23 ABANDON 12 HDPE PIPE The work performed in connection with various existing facilities shall conform to the provisions in Section 14-10, Solid Waste Disposal and Recycling, Section 15, "Existing Facilities," Section , Property and Facility Preservation, Section , Indemnification, and Section , Insurance, of the Standard Specifications, as well as these special provisions. Nothing in these special provisions shall relieve the Contractor of the Contractor's responsibilities as specified in Section , "Public Safety", of the Standard Specifications. The Contractor shall protect from damage, any utilities and other facilities that are to remain in place. Damage to concrete or any adjacent existing structure or improvement, which is to remain in place, shall be repaired to a condition satisfactory to the Engineer. Repairing or removing and replacing structures, improvements, and/or the concrete to remain in place, that are damaged outside the limits of concrete to be replaced, shall be at the Contractor's expense and will not be measured nor paid for. REMOVE DRAINAGE INLET: This work shall consist of removal of existing drainage inlet at the location shown on the plans. ABANDON AND REMOVE 12-INCH CSP: This work shall consist of removing exposed and abandoning remaining corrugated steel pipes as shown on the plans. Removed facilities to be disposed of shall become the property of the Contractor. Portion of the pipes to be abandoned shall be filled with sand and the ends plugged with concrete. The Contractor shall be responsible for the proper disposal of all waste materials generated in the removal of storm drain culverts. All hazardous material will be disposed of in accordance with applicable laws, and appropriate records shall be maintained. The opening into the existing structure must be plugged with non-shrink grout or minor concrete conforming to Section 90-2, Minor Concrete, of the Standard Specifications. The culvert must be completely filled by authorized methods. Backfill with sand that is clean, free draining, and free from roots and other deleterious substances. As an alternative to sand, you may backfill with one of the following: 1. Controlled low-strength material under Section F of the Standard Specifications. 2. Slurry cement backfill under section D of the Standard Specifications. ABANDON 12-INCH HDPE PIPE: This work shall consist of abandoning remaining HDPE pipes as shown on the plans. Pipes to be abandoned shall be filled with sand and the ends plugged with concrete. Addendum No. 1 SP-36 [SPECPRO]

5 SPECIAL PROVISIONS The opening into the existing structure must be plugged with non-shrink grout or minor concrete conforming to Section 90-2, Minor Concrete, of the Standard Specifications. The culvert must be completely filled by authorized methods. Backfill with sand that is clean, free draining, and free from roots and other deleterious substances. As an alternative to sand, you may backfill with one of the following: 1. Controlled low-strength material under Section F of the Standard Specifications. 2. Slurry cement backfill under section D of the Standard Specifications. Measurement and Payment The contract unit price paid for Remove Drainage Inlet shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing drainage inlet, including sawcutting, excavation, backfill, hauling, recycling, disposal, and other incidental work, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. The contract lump sum price paid for Abandon and Remove 12-inch CSP shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing and abandoning the corrugated steel storm drain pipe, complete in place, including sawcutting, excavation, sand backfill, concrete plugs, hauling, recycling, disposal, and other incidental work, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. The contract lump sum price paid for Abandon 12-inch HDPE Pipe shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in abandoning the HDPE storm drain pipe, complete in place, including sand backfill, concrete plugs, hauling, and other incidental work, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. BID ITEM NO. 24 Roadway Excavation (F) Earthwork shall conform to Section 19, "Earthwork," of the Standard Specifications and these special provisions. Earthwork involved in this item of work shall be considered as a final pay quantity and no adjustment to the quantity is allowed. Ditch excavation shall be measured and paid for as Roadway Excavation. Addendum No. 1 SP-37 [SPECPRO]

6 SPECIAL PROVISIONS Measurement and Payment The contract price paid per cubic yard for Roadway Excavation shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to excavate material and place embankment complete in place, including sawcutting, backfill, off haul, disposal, temporary support and protection of existing utilities, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. BID ITEM NO. 25 Drainage Inlet Storm drainage inlets shall conform to Section 51-7, Minor Structures, of the Standard Specifications and these special provisions. Measurement and Payment The contract unit price paid for Drainage Inlet shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to furnish and install drainage inlet complete in place, including excavation, backfill, concrete, pipe connections to structures, miscellaneous metal, and appurtenances, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. BID ITEM NO INCH CSP DOWNDRAIN Corrugated steel pipe downdrain shall conform to Section 69, "Overside Drains," of the Standard Specifications and these special provisions. The Contractor shall be responsible for verifying the actual horizontal and vertical location of the existing utilities within the proposed alignment of the drain pipe. The Contractor shall be cognizant of the existing utility lines in the proximity of the work area and take precautions, as necessary, to not disturb these facilities. The Contractor shall notify Underground Service Alert at (800) prior to excavation. The Contractor s attention is directed to the section entitled Obstructions of these special provisions. BACKFILL. Structure backfill shall comply with the provisions in Section B, Structure Excavation and Backfill, of the Standard Specifications. The Contractor shall use Class 2 Aggregate Base as Structure Backfill under the roadway. Backfill shall be compacted to 95% relative compaction. Addendum No. 1 SP-38 [SPECPRO]

7 SPECIAL PROVISIONS Corrugated steel pipe shall conform to Section 66, "Corrugated Metal Pipe," of the Standard Specifications and these special provisions. Pipe wall steel shall be inches thick. Corrugated steel pipe shall be epoxy coated or polymeric sheet coated. Coating shall be protected from abrasion or damage, any damage to the coating shall be repaired by a method acceptable to the Engineer. Coupling bands and connecting hardware for coated pipes must have a protective coating. Coupling bands to be protected by coatings under AASHTO M 190 may be single-dipped with the coating thickness requirement waived. Fittings shall be the same material as pipe molded or formed to suit pipe sizes and end design, in required wyes, bends, elbows, cleanouts, reducers and other configurations required. Fittings shall be epoxy coated or polymeric sheet coated. Measurement and Payment The contract price paid per linear foot for 10-inch Corrugated Steel Pipe Downdrain shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to construct corrugated steel pipe downdrains complete in place, including excavation, backfill, joint couplings, elbows, fittings and appurtenances, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. BID ITEM NO inch Downdrain Anchor Downdrain Anchors shall conform to Section 69, "Overside Drains," of the Standard Specifications and these special provisions. A single downdrain anchor includes 2 pipe stakes with necessary hardware, bars or coupling bands, and hardware for fastening downdrain pipe or flume downdrain. Pipe stakes, plates, bars, clip brackets, and hardware must be hot-dip galvanized after fabrication under section Measurement and Payment The contract unit price paid for 10-inch Downdrain Anchor shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to construct downdrain anchor assembly complete in place, including coupling bands, pipe stakes, plates, bars, and hardware, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. BID ITEM NO. 28 Energy Dissipater Energy dissipater shall conform to the details shown on the plans and Section 69, "Overside Drains," and Section 72, Slope Protection, of the Standard Specifications and Addendum No. 1 SP-39 [SPECPRO]

8 SPECIAL PROVISIONS these special provisions. Measurement and Payment Measurement for energy dissipater includes all materials and labor to install pipe tee, downdrain joint coupling, rock slope protection, rock slope protection fabric. The contract unit prices paid for Energy Dissipater shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to construct energy dissipater complete in place, including excavation, backfill, pipe tee, downdrain joint coupling, rock slope protection, and rock slope protection fabric, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Addendum No. 1 SP-40 [SPECPRO]

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