CITY ENGINEER'S ESTIMATE ITEM DESCRIPTION UNIT QTY. UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL UNIT PRICE ITEM TOTAL REMOVALS
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1 MOBILIZATION per the General Requirements, Sections and ALLOWANCE for Differing Site Condition per the General Requirements, Sections and ALLOWANCE for Participating in Community Impact Mitigation per the General Requirements, Sections 01212, and ALLOWANCE for protecting/supporting existing private retaining walls ALLOWANCE to Pothole unknown substructures per General Requirements, Section 01212, 01253, Clearing and Grubbing per SSPWC Section including but not limited to retaining curb and informal stairs both wood and concrete LS $ 82, $ 82, $ 140, LS $ 300, $ 916, $ 371, REMOVALS ENVIRONMENTAL CONSTRUCTION INC. JOHN S. MEEK 7 Street Light Removal including foundation and appurtenances EA 24 $ $ 23, $ $ 14, $ 3, $ 76, AC Cold Mill (min. 2") SF 410 $ $ 4, $ $ 33, $ $ 4, Hand Excavation (to expose DWP waterline) CY 110 $ $ 14, $ $ 11, $ $ 53, Unclassified Excavation including haul away and disposal CY 3,806 $ $ 342, $ $ 216, $ $ 289, Type C Integral Curb and Gutter (a=2', b= 8" CH=5"-6"); per Standard Plan S-410 CONSTRUCTION LF 4,072 $45.00 $ 183, $ $ 122, $ $ 219, Short Retaining Curb (CH=10"-36") per Detail E per Drawing C-002 LF 1,004 $80.00 $ 80, $ $ 345, $ $ 60, Supply and Install 3/8" pea gravel including non-woven fabric CY 108 $ $ 54, $ $ 11, $ $ 18, Type A Curb; per Standard Plan S-410 LF 306 $25.00 $ 7, $ $ 5, $ $ 17, Grade Soil at Median Island CY 738 $ $ 95, $ $ 36, $ $ 65, Concrete Cross Gutter per Standard Plan S-410 SF 148 $12.00 $ 1, $ $ 1, $ $ 7, Retaining Wall per Detail R per Drawing C-002 LF 80 $ $ 10, $ $ 16, $ $ 72, " Crushed Miscellaneous Base under roadway SF 41,898 $9.00 $ 377, $ 2.00 $ 83, $ 5.00 $ 209, " Concrete Driveway per Standard Plan S-440 SF 5,051 $9.00 $ 45, $ $ 50, $ $ 65, " Concrete sidewalk per Standard Plan S-444 SF 9,754 $7.00 $ 68, $ 6.00 $ 58, $ $ 117, " Crushed Miscellaneous Base under sidewalk/driveway SF 25,653 $3.00 $ 76, $ 1.00 $ 25, $ 2.00 $ 51, Page 1 of 6

2 ENVIRONMENTAL CONSTRUCTION INC. JOHN S. MEEK 22 6" AC Pavement TON 1,519 $ $ 174, $ $ 200, $ $ 206, Variable AC Pavement (min. 2") TON 9 $ $ $ $ 1, $ $ 2, Adjust Maintenance Hole (MH) to grade EA 8 $ $ 6, $ $ 3, $ 1, $ 11, Adjust Gas Valves to grade EA 5 $ $ 3, $ $ 1, $ $ 4, Adjust Water Meter to grade EA 42 $ $ 25, $ $ 14, $ $ 30, Relocate/Adjust Water Service Connections EA 24 $5, $ 120, $ 1, $ 24, $ 2, $ 69, Slurry Backfill per Brown Book Section CLSM (DWP-water line CY blanket) 110 $ $ 33, $ $ 27, $ $ 37, Adjust Water Valve to grade EA 10 $ $ 4, $ $ 3, $ $ 8, Pipe Guardrail, Type-B1 with concrete curb per Standard Plan S-463 LF 75 $ $ 14, $ $ 16, $ $ 18, " DIA. Curb Drain LF 319 $36.00 $ 11, $ $ 4, $ $ 39, " Diameter PVC Weephole on existing private retaining wall EA 41 $51.00 $ 2, $ $ 6, $ $ 14, Tensar Grid TX5-475 (Installed) SY 6,000 $5.00 $ 30, $ 7.00 $ 42, $ 8.00 $ 48, Landscaping LS $ 200, $ 80, $ 115, Irigation LS $ 40, $ 57, $ 92, Street Lighting including pullboxes LS $ 254, $ 255, $ 314, Traffic Control LS $ 30, $ 55, $ 228, Street Sign Post (Includes storage and relocation of existing street signs onto new post) EA 21 $ $ 4, $ $ 10, $ $ 11, Relocate/ Street Signs EA 4 $ $ $ $ 2, $ $ Traffic Striping (Includes removal) LS $ 4, $ $ 15, Total Bid Amount: $ 2,834, $ 2,943, $ 3,213, High 3.85% High 13.37% Page 2 of 6

3 41 42 Clearing and Grubbing per SSPWC Section including but not limited to retaining curb and informal stairs both wood and concrete Type C Integral Curb and Gutter (a=2', b= 8" CH=6"); per Standard Plan S-410 ENVIRONMENTAL CONSTRUCTION INC. JOHN S. MEEK LS $ 2, $ 12, $ 29, LF 66 $45.00 $ 2, $ $ 3, $ $ 5, " AC PAVEMENT TON 14 $ $ 1, $ $ 7, $ $ 7, " Concrete Cross Gutter SF 56 $12.00 $ $ $ 1, $ $ 2, " Crushed Miscellaneous Base under roadway and intersection gutter SF 421 $9.00 $ 3, $ 3.00 $ 1, $ $ 9, " Crushed Miscellaneous Base under curb and gutter SF 152 $3.00 $ $ 6.00 $ $ $ 3, Pothole to verify depth and type of existing utilities; including site restoration and cleaning. Install 18-inch diameter HDPE per SSPWC Section with case 1 bedding; including shoring, removal and haul away of soil, 1-sack slurry backfill, site restoration and cleaning. Construct curb opening catch basin (CB) per SPPWC 302-2, W=2grates, V=8', with bike safe grate per standard plan S EA 2 $1, $ 2, $ 2, $ 4, $ 1, $ 3, LF 210 $ $ 73, $ $ 91, $ $ 157, CY 2 $15, $ 30, $ 7, $ 14, $ 14, $ 28, Install collar around pipe to pipe connections. EA 2 $5, $ 10, $ 1, $ 3, $ 2, $ 4, Construct connection from pipe to catch basin EA 4 $3, $ 12, $ $ 2, $ 2, $ 11, Convert existing 2-grate catch basin into a transition box structure. SF 1 $9, $ 9, $ 2, $ 2, $ 25, $ 25, TOTAL ADDITIVE ALTERNATIVE BIDS: $ 148, $ 142, $ 289, Low -4.18% High 95.01% Page 3 of 6

4 MIKE PRLICH AND SONS, INC. CLARKE CONTRACTING CORPORATION MOBILIZATION per the General Requirements, Sections and ALLOWANCE for Differing Site Condition per the General Requirements, Sections and ALLOWANCE for Participating in Community Impact Mitigation per the General Requirements, Sections 01212, and ALLOWANCE for protecting/supporting existing private retaining walls ALLOWANCE to Pothole unknown substructures per General Requirements, Section 01212, 01253, Clearing and Grubbing per SSPWC Section including but not limited to retaining curb and informal stairs both wood and concrete LS $ 82, $ 82, $ 82, LS $ 300, $ 500, $ 910, REMOVALS 7 Street Light Removal including foundation and appurtenances EA 24 $ $ 23, $ 2, $ 57, $ 1, $ 36, AC Cold Mill (min. 2") SF 410 $ $ 4, $ $ 4, $ 9.00 $ 3, Hand Excavation (to expose DWP waterline) CY 110 $ $ 14, $ $ 44, $ $ 36, Unclassified Excavation including haul away and disposal CY 3,806 $ $ 342, $ $ 799, $ $ 704, CONSTRUCTION 11 Type C Integral Curb and Gutter (a=2', b= 8" CH=5"-6"); per Standard Plan S-410 LF 4,072 $45.00 $ 183, $ $ 171, $ $ 285, Short Retaining Curb (CH=10"-36") per Detail E per Drawing C-002 LF 1,004 $80.00 $ 80, $ $ 44, $ $ 148, Supply and Install 3/8" pea gravel including non-woven fabric CY 108 $ $ 54, $ $ 12, $ $ 37, Type A Curb; per Standard Plan S-410 LF 306 $25.00 $ 7, $ $ 24, $ $ 8, Grade Soil at Median Island CY 738 $ $ 95, $ $ 118, $ $ 59, Concrete Cross Gutter per Standard Plan S-410 SF 148 $12.00 $ 1, $ $ 14, $ $ 3, CONSTRUCTION 17 Retaining Wall per Detail R per Drawing C-002 LF 80 $ $ 10, $ $ 56, $ $ 64, " Crushed Miscellaneous Base under roadway SF 41,898 $9.00 $ 377, $ 8.00 $ 335, $ $ 418, " Concrete Driveway per Standard Plan S-440 SF 5,051 $9.00 $ 45, $ $ 60, $ $ 65, " Concrete sidewalk per Standard Plan S-444 SF 9,754 $7.00 $ 68, $ 9.00 $ 87, $ 8.00 $ 78, Page 4 of 6

5 MIKE PRLICH AND SONS, INC. CLARKE CONTRACTING 21 4" Crushed Miscellaneous Base under sidewalk/driveway SF 25,653 $3.00 $ 76, $ 5.00 $ 128, $ 6.00 $ 153, " AC Pavement TON 1,519 $ $ 174, $ $ 151, $ $ 250, Variable AC Pavement (min. 2") TON 9 $ $ $ $ 5, $ $ 1, Adjust Maintenance Hole (MH) to grade EA 8 $ $ 6, $ 1, $ 9, $ 1, $ 12, Adjust Gas Valves to grade EA 5 $ $ 3, $ $ 3, $ $ 1, Adjust Water Meter to grade EA 42 $ $ 25, $ $ 16, $ $ 10, Relocate/Adjust Water Service Connections EA 24 $5, $ 120, $ 4, $ 108, $ 1, $ 36, Slurry Backfill per Brown Book Section CLSM (DWP-water line 28 CY 110 $ $ 33, $ $ 22, $ $ 20, blanket) 29 Adjust Water Valve to grade EA 10 $ $ 4, $ $ 3, $ $ 2, Pipe Guardrail, Type-B1 with concrete curb per Standard Plan S-463 LF 75 $ $ 14, $ $ 16, $ $ 18, " DIA. Curb Drain LF 319 $36.00 $ 11, $ $ 15, $ $ 11, " Diameter PVC Weephole on existing private retaining wall EA 41 $51.00 $ 2, $ $ 16, $ $ 6, Tensar Grid TX5-475 (Installed) SY 6,000 $5.00 $ 30, $ 5.00 $ 30, $ 8.00 $ 48, Landscaping LS $ 200, $ 97, $ 150, Irigation LS $ 40, $ 60, $ 100, Street Lighting including pullboxes LS $ 254, $ 250, $ 350, Traffic Control LS $ 30, $ 400, $ 150, Street Sign Post (Includes storage and relocation of existing street signs onto new post) EA 21 $ $ 4, $ $ 10, $ $ 7, Relocate/ Street Signs EA 4 $ $ $ $ 2, $ $ 1, Traffic Striping (Includes removal) LS $ 4, $ 35, $ 4, Total Bid Amount: $ 2,834, $ 3,900, $ 4,382, High 37.58% High 54.59% Page 5 of 6

6 MIKE PRLICH AND SONS, INC. CLARKE CONTRACTING CORPORATION 41 Clearing and Grubbing per SSPWC Section including but not limited to retaining curb and informal stairs both wood and concrete LS $ 2, $ 13, Type C Integral Curb and Gutter (a=2', b= 8" CH=6"); per Standard Plan S-410 LF 66 $45.00 $ 2, $ $ 7, $ $ 2, " AC PAVEMENT TON 14 $ $ 1, $ $ 3, $ $ 7, " Concrete Cross Gutter SF 56 $12.00 $ $ $ 6, $ $ 2, " Crushed Miscellaneous Base under roadway and intersection gutter SF 421 $9.00 $ 3, $ $ 8, $ $ 4, " Crushed Miscellaneous Base under curb and gutter SF 152 $3.00 $ $ $ 2, $ 8.00 $ 1, Pothole to verify depth and type of existing utilities; including site restoration and cleaning. Install 18-inch diameter HDPE per SSPWC Section with case 1 bedding; including shoring, removal and haul away of soil, 1-sack slurry backfill, site restoration and cleaning. Construct curb opening catch basin (CB) per SPPWC 302-2, W=2grates, V=8', with bike safe grate per standard plan S EA 2 $1, $ 2, $ 2, $ $ 1, LF 210 $ $ 73, $ $ 52, $ $ 136, CY 2 $15, $ 30, $ 10, $ 10, $ 21, Install collar around pipe to pipe connections. EA 2 $5, $ 10, $ 1, $ 2, $ 1, $ 3, Construct connection from pipe to catch basin EA 4 $3, $ 12, $ 1, $ 4, $ 1, $ 6, Convert existing 2-grate catch basin into a transition box structure. SF 1 $9, $ 9, $ 4, $ 4, TOTAL ADDITIVE ALTERNATIVE BIDS: $ 148, $ 137, $ 202, Low -7.62% High 36.35% Page 6 of 6

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