MERCED COUNTY CAMPUS PARKWAY SEGMENT 2

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Angela Golden
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1 MERCED COUNTY BID LIST CAMPUS PARKWAY SEGMENT 2 CONTRACT The bidder must provide unit prices for each bid item listed below, based on the specified unit of measure. The unit price for each item must include all of the bidder s costs and markup, including labor, materials, equipment, supplies, insurance, taxes, overhead and profit. In the far right column, provide the total amount for each item, calculated as the product of the unit price multiplied by the estimated quantity. Enter the sum of all unit total amounts as the total and enter that amount on the Bid Proposal form. PART A BID S (ON SR 140): TOTAL IN A CONSTRUCTION STAKING LUMP SUM LEAD COMPLIANCE PLAN LUMP SUM DEVELOP WATER SUPPLY LUMP SUM CONSTRUCTION AREA SIGNS LUMP SUM TRAFFIC CONTROL SYSTEM LUMP SUM TYPE III BARRICADE EA A TEMPORARY TIMBER BARRICADE LF TEMPORARY PAVEMENT MARKING (PAINT) SQFT TEMPORARY TRAFFIC STRIPE (PAINT) LF 43, CHANNELIZER (SURFACE MOUNTED) TRAFFIC PLASTIC DRUM 70 7

2 TOTAL IN PORTABLE CHANGEABLE MESSAGE SIGN LUMP SUM TEMPORARY RAILING (TYPE K) LF 4, A TEMPORARY ALTERNATIVE CRASH CUSHION EA JOB SITE MANAGEMENT LUMP SUM PREPARE STORM WATER POLLUTION PREVENTION PLAN LUMP SUM STORM WATER ANNUAL REPORT TEMPORARY DRAINAGE INLET PROTECTION EA TEMPORARY FIBER ROLL LF 6, TEMPORARY GRAVEL BAG BERM LF TEMPORARY CONSTRUCTION ENTRANCE EA STREET SWEEPING LUMP SUM A TEMPORARY CONCRETE WASHOUT FACILITY REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE) LF 3, CONTRACTOR SUPPLIED BIOLOGIST () LUMP SUM NATURAL RESOURCE PROTECTION PLAN LUMP SUM CLEARING AND GRUBBING () LUMP SUM 8

3 TOTAL IN ROADWAY EXCAVATION CY 9, A DETENTION BASIN EXCAVATION CY 39, A SETTLEMENT PLATFORM EA A BIORETENTION SOIL MIX CY 2, HYDROMULCH SQFT 432, FIBER ROLL LF 16, STRAW SQFT 432, A HYDROSEED (TYPE 1) SQFT 432, B HYDROSEED (TYPE 2) SQFT 40, COMPOST CY 1, CLASS 3 AGGREGATE SUBBASE CY 5, CLASS 4 AGGREGATE SUBBASE CY 7, CLASS 2 AGGREGATE BASE CY 7, HOT MIX ASPHALT (TYPE A) TON 11, PLACE HOT MIX ASPHALT DIKE (TYPE E) PLACE HOT MIX ASPHALT (MISCELLANEOUS AREAS) LF 2,050 SQYD TACK COAT TON COLD PLANE ASPHALT CONCRETE PAVEMENT STRUCTURAL CONCRETE, DRAINAGE INLET SQYD 250 CY 77 9

4 TOTAL IN A UTILITY POLE PROTECTION EA A MINOR CONCRETE (CAP) CY " REINFORCED CONCRETE PIPE LF 2, " REINFORCED CONCRETE PIPE LF 1, " REINFORCED CONCRETE PIPE LF " CONCRETE FLARED END SECTION 36" CONCRETE FLARED END SECTION EA 3 EA A MODIFIED MANHOLE (TYPE 1) EA ABANDON REINFORCED CONCRETE BOX REMOVE CULVERT LF CULVERT SLURRY CEMENT BACKFILL ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) ROCK SLOPE PROTECTION FABRIC (CLASS 8) CY 72 CY 39 SQYD 2, CONCRETE (CONCRETE APRON) CY MINOR CONCRETE (CURB) CY MINOR CONCRETE (CURB AND GUTTER) CY MINOR CONCRETE (DRIVEWAY) CY MINOR CONCRETE (SIDEWALK) CY 23 10

5 TOTAL IN MINOR CONCRETE (TEXTURED PAVING) CY MINOR CONCRETE (CURB RAMP) CY MISCELLANEOUS IRON AND STEEL LB 7, A B C ADJUST WATER VALVE COVER TO GRADE ADJUST WATER METER BOX TO GRADE ADJUST SANITARY SEWER MANHOLE TO GRADE EA 3 EA 2 EA D EMERGENCY VEHICLE DETECTION SYSTEM LUMP SUM E ADJUST GAS VALVE COVER TO GRADE F LIGHTING (COUNTY STREET) LUMP SUM SURVEY MONUMENT (TYPE D) RELOCATE MAILBOX CHAIN LINK FENCE (TYPE CL 4) LF REMOVE CHAIN LINK FENCE LF REMOVE PAVEMENT MARKER PAVEMENT MARKER (RETROREFLECTIVE) EA OBJECT MARKER (TYPE N) EA OBJECT MARKER (TYPE P) EA OBJECT MARKER (TYPE K 1) EA 2 11

6 TOTAL IN RELOCATE ROADSIDE SIGN EA FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" UNFRAMED) SQFT ROADSIDE SIGN ONE POST EA INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) EA REMOVE GUARDRAIL LF THERMOPLASTIC TRAFFIC STRIPE LF 24, THERMOPLASTIC PAVEMENT MARKING REMOVE THERMOPLASTIC TRAFFIC STRIPE REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1,140 LF 7,480 SQFT SIGNAL AND LIGHTING SYSTEM LUMP SUM MOBILIZATION LUMP SUM TEMPORARY HYDRAULIC MULCH SQYD 52,500 94A A JACK AND BORE 18" RCP LF 24 TOTAL BID AMOUNT FOR PART A* *Total Bid Amount for Part A (Items 1 94 plus 94A) 12

7 PART B BID S (FROM CHILDS AVE TO CONNECTOR ROAD): TOTAL IN A CONSTRUCTION STAKING PROGRESS SCHEDULE (CRITICAL PATH METHOD) TIME RELATED OVERHEAD WDAYS A CONTRACTOR FURNISHED RESIDENT ENGINEER'S (RE) OFFICE DEVELOP WATER SUPPLY CONSTRUCTION AREA SIGNS TRAFFIC CONTROL SYSTEM TYPE III BARRICADE A TIMBER BARRICADE LF CHANNELIZER (SURFACE MOUNTED) EA PORTABLE CHANGEABLE MESSAGE SIGNS TEMPORARY RAILING (TYPE K) LF A TEMPORARY ALTERNATIVE CRASH CUSHION JOB SITE MANAGEMENT PREPARE STORM WATER POLLUTION PREVENTION PLAN MOVE IN/MOVE OUT (TEMPORARY EROSION CONTROL) EA TEMPORARY FIBER ROLL LF 49,100 13

8 TOTAL IN A TEMPORARY GRAVEL BAG LF TEMPORARY SILT FENCE LF 13, A TEMPORARY CONCRETE WASHOUT FACILITY EA TEMPORARY CONSTRUCTION ENTRANCE EA TEMPORARY CHECK DAM LF 2, TEMPORARY DRAINAGE INLET PROTECTION EA STREET SWEEPING STORM WATER ANNUAL REPORT EA CONTRACTOR SUPPLIED BIOLOGIST () NATURAL RESOURCE PROTECTION PLAN CLEARING AND GRUBBING () ROADWAY EXCAVATION CY 15, A DETENTION BASIN EXCAVATION CY 33, [f] 126 [f] STRUCTURE EXCAVATION (BRIDGE) CY STRUCTURE BACKFILL (BRIDGE) CY IMPORTED BORROW CY 581, A SETTLEMENT PLATFORM 2 14

9 TOTAL IN SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS B2 SQYD 3, A SOIL PREPARATION AND AMENDMENTS A BIORETENTION SOIL MIX CY 5, A COMMERCIAL FERTILIZER SQFT 50, B TACKIFIER SQFT 50, PLANT (GROUP K) EA PLANT (GROUP A) EA PLANT (GROUP B) PLANT (GROUP U) EA PLANT ESTABLISHMENT WORK DECOMPOSED GRANITE SQYD 4, A WOOD MULCH (3 INCHES DEEP) SQFT 35, A ELECTRIC REMOTE CONTROL VALVE ASSEMBLY EA B LOW VOLUME WITH HIGH FLOW CONTROL ZONE KIT A 1 1/2" REMOTE CONTROL MASTER VALVE A IRRIGATION CONTROLLER (24 STATION) /2" BACKFLOW PREVENTER ASSEMBLY 15

10 TOTAL IN BACKFLOW PREVENTER ASSEMBLY ENCLOSURE /2" FLOW SENSOR A SUBSURFACE DRIP, TECHLINE CV LF 9, B 3/4" QUICK COUPLER VALVE ASSEMBLY EA C TREE BUBBLERS /2" GATE VALVES EA A 1 1/2" MASTER VALVE A PLASTIC PIPE MAIN LINE (1 1/2") LF 1, B PLASTIC PIPE LATERAL LINES LF 1, " CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT LF 1, MOVE IN/MOVE OUT (EROSION CONTROL) EA IMPORTED TOPSOIL CY 1, A JUTE MESH SQFT 10, HYDROMULCH SQFT 1,250, FIBER ROLL LF 49, STRAW SQFT 1,250, A HYDROSEED (TYPE 1) SQFT 1,250, B HYDROSEED (TYPE 2) SQFT 85, COMPOST CY 3,860 16

11 TOTAL IN CLASS 3 AGGREGATE SUBBASE CY 10, CLASS 4 AGGREGATE SUBBASE CY 12, CLASS 2 AGGREGATE BASE (CY) CY 16, HOT MIX ASPHALT (TYPE A) TON 16, PLACE HOT MIX ASPHALT DIKE (TYPE C) LF PLACE HOT MIX ASPHALT DIKE (TYPE F) LF TACK COAT TON FURNISH PILING (CLASS 200) (ALTERNATIVE W) LF 9, DRIVE PILE (CLASS 200) (ALTERNATIVE W) PRESTRESSING CAST IN PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING CY STRUCTURAL CONCRETE, BRIDGE CY 1, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) CY STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 62 17

12 TOTAL IN STRUCTURAL CONCRETE, DRAINAGE INLET CY A ARCHITECTURAL TREATMENT (COBBLESTONE TEXTURE) SQFT 1, B ARCHITECTURAL TREATMENT (EXPOSED AGGREGATE FINISH) SQFT 10, JOINT SEAL ASSEMBLY (MR 2 1/2") LF BAR REINFORCING STEEL (BRIDGE) LB 641, HEADED BAR REINFORCEMENT " REINFORCED CONCRETE PIPE LF 4, " REINFORCED CONCRETE PIPE LF 1, " REINFORCED CONCRETE PIPE LF " CORRUGATED STEEL PIPE DOWNDRAIN (0.064" THICK) LF " WELDED STEEL PIPE CASING (BRIDGE) LF " CONCRETE FLARED END SECTION 24" CONCRETE FLARED END SECTION 30" CONCRETE FLARED END SECTION EA 5 EA 6 18

13 TOTAL IN " PRECAST CONCRETE PIPE INLET LF A STORM DRAIN MANHOLE EA B MODIFIED MANHOLE EA ROCK SLOPE PROTECTION (20LB, CLASS I, METHOD B) CY CONCRETE (CONCRETE APRON) CY SLOPE PAVING (CONCRETE) CY ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8, MINOR CONCRETE (CURB) CY A MINOR CONCRETE (CURB AND GUTTER) MINOR CONCRETE (DEPRESSION APRON) CY 500 CY MINOR CONCRETE (DRIVEWAY) CY A MINOR CONCRETE (BIKE RAMP) CY A MINOR CONCRETE (TEXTURED PAVING) SQFT 5, MINOR CONCRETE (CURB RAMPS) CY A MINOR CONCRETE (MEDIAN OEPNING WALKWAY) CY MISCELLANEOUS IRON AND STEEL LB 9, MISCELLANEOUS METAL (BRIDGE) LB

14 TOTAL IN A 2" BLOWOFF VALVE B 1" WATER METER SERVICE C REMOVE 16" WATER LINE LF A SURVEY MONUMENTS EA PREPARE AND STAIN CONCRETE SQFT 1, A UTILITY POLE PROTECTION A 28' WIDE TUBE GATE REMOVE PAVEMENT MARKER EA REMOVE DELINEATOR A REMOVE CHANENELIZER DELINEATOR (CLASS 1) EA GUARD RAILING DELINEATOR EA PAVEMENT MARKER (RETROREFLECTIVE) EA OBJECT MARKER (TYPE P) EA OBJECT MARKER (TYPE K 1) EA OBJECT MARKER (TYPE L 1) EA A REMOVE BARRICADE EA FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" UNFRAMED) SQFT FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" FRAMED) SQFT 14 20

15 TOTAL IN ROADSIDE SIGN ONE POST ROADSIDE SIGN TWO POST EA INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) EA MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF VEGETATION CONTROL (MINOR CONCRETE) SQYD A CHAIN LINK RAILING (TYPE 3) LF CHAIN LINK RAILING (TYPE 7) LF 1, A TUBULAR BICYCLE RAILING LF DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF TRANSITION RAILING (TYPE WB 31) EA RAIL TENSIONING ASSEMBLY ES END CAP (TYPE TC) EA ALTERNATIVE FLARED TERMINAL SYSTEM EA CRASH CUSHION EA CONCRETE BARRIER (TYPE 732 MOD) LF 1,730 21

16 TOTAL IN A CONCRETE BARRIER (TYPE 732B MOD) LF THERMOPLASTIC TRAFFIC STRIPE LF 35, THERMOPLASTIC PAVEMENT MARKING REMOVE THERMOPLASTIC TRAFFIC STRIPE SQFT 5,100 LF 3, A REMOVE PAVEMENT MARKING SQFT 1, A SIGNAL AND LIGHTING (FUTURE) (COUNTY) A LIGHTING SYSTEM LIGHTING (/COUNTY STREET) MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM DURING CONSTRUCTION MOBILIZATION TEMPORARY HYDRAULIC MULCH SQYD 148,000 TOTAL BID AMOUNT FOR PART B When an item of work is designated as or [P-F] in the Bid Items, the estimate quantity shall be the final pay quantity. 22

ADDENDUM #3. STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No ; Federal Project No.

ADDENDUM #3. STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No ; Federal Project No. ADDENDUM #3 STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No. 2016-003; Federal Project No. DEM10L-5209(008) November 9, 2017 Addendum for: AND IA STATE ROUTE 60 AT POTRERO