PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/20/18 EST. NO. 024 TIME 01:27 PM R.E. NAME: KIMURA, JUSTIN 06-2HT104 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0568 230.43 E.W. @ F.A.(+) 040717 N 30.040 0578 238.50 040318 Y 1305.0 0584 1,249.14 062817 N 30.050 0593 436.71 041418 Y 1319.0 0594 378.20 041618 Y 1311.0 0596 1,152.74 042218 Y 1321.0 0600 2,624.28 121117 N 65.010 0601 245.25 062917 N 30.060 0602 1,015.83 031718 N 78.020 0604 1,352.77 022818 N 72.050 0605 755.71 050218 Y 1332.0 0606 1,762.04 050118 Y 1333.0 0607 280.61 031918 Y 1340.0 0608 235.23 032018 N 1341.0 0609 2,350.29 032618 Y 1343.0 0610 188.75 032718 Y 1344.0 0611 188.75 032818 Y 1345.0 0612 181.34 032918 Y 1346.0 0613 266.85 041318 Y 1347.0 0614 932.26 041618 Y 1348.0 0615 181.34 041618 Y 1349.0 0616 779.95 041818 Y 1350.0 0617 533.70 041918 Y 1351.0 0619 320.74 042318 Y 1353.0 0621 667.13 042618 Y 1355.0 0622 533.71 042718 Y 1356.0 0623 779.95 033018 Y 1360.0 0624 762.18 040218 Y 1361.0 0626 218.08 040318 Y 1363.0 0627 576.20 040418 Y 1364.0 0628 527.94 040918 Y 1365.0 0629 738.66 041018 Y 1366.0 0630 484.94 041118 Y 1367.0 0631 330.25 041218 Y 1368.0 0632 752.40 041218 Y 1369.0 0635 1,211.21 050218 N 1374.0 0636 602.91 051518 Y 1386.0 0637 531.84 050818 Y 1388.0 002 0026 143.64 E.W. @ F.A.(+) 041218 Y 1387.0 004 0017 3,500.00 E.W. @ F.A.(+) 121217 N 1379.0 0018 3,500.00 061417 N 1380.0 0019 600.00 053017 N 1381.0 006 0117 6,223.33 E.W. @ F.A.(+) 122216 N 11.010 0170 19,421.61 050317 Y 0877.0 0222 382.53 042318 Y 1324.0 0223 565.40 013118 Y 1337.0 0227 981.84 042518 Y 1357.0 0228 329.98 042718 Y 1358.0 0229 964.40 050818 Y 1375.0 0230 4,163.36 112316 Y 1376.0 0231 8,213.16 112816 Y 1377.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/20/18 EST. NO. 024 TIME 01:27 PM R.E. NAME: KIMURA, JUSTIN 06-2HT104 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0232 1,369.27 113016 Y 1378.0 0233 1,233.74 041418 Y 1382.0 0234 502.08 030218 Y 1383.0 0235 808.05 041318 Y 1385.0 0236 1,586.90 043018 Y 1390.0 0237 255.02 122316 N 11.02 1 0242 7,184.56 050217 N 877.1 1 008 0070 1,335.39 E.W. @ F.A.(+) 092116 N 2.01 1 0195 618.59 050817 Y 0537. 1 0288 3,076.59 011918 Y 1007. 1 0299 2,253.67 020217 N 3.09 1 0302 8,560.65 021518 N 84.01 1 0305 1,457.47 080917 N 1200. 1 0306 1,416.13 080917 N 1201. 1 0307 741.75 042117 N 1194. 1 0326 457.12 121817 N 67.03 1 0327 340.51 121517 N 67.02 1 0331 779.98 121117 N 47242 1 015 0023 230.12 E.W. @ F.A.(+) 111016 N 1165. 1 021 0042 7,281.49 E.W. @ F.A.(+) 111517 N 1185. 1 0045 2,092.74 030818 N 88.01 1 0051 19,111.36 111317 N 61.02 1 0052 2,900.54 030918 N 88.02 1 0053 1,167.77 031218 N 88.03 1 0054 3,525.31 031518 N 88.04 1 022 0006 629.95 E.W. @ F.A.(+) 041918 Y 1334. 1 0007 629.95 041818 Y 1335. 1 025 0025 4,018.77 E.W. @ F.A.(+) 112717 N AE716 1 028 0002 1,761.06 E.W. @ F.A.(+) 050417 Y 0599. 1 0074 1,677.24 042618 Y 1359. 1 0075 1,288.79 043018 Y 1370. 1 038 0001 4,137.11 E.W. @ F.A.(+) 051517 Y 0878. 1 054 0006 1,056.01 E.W. @ F.A.(+) 121817 Y 0975. 1 055 0029 1,207.81 E.W. @ F.A.(+) 033018 Y 1304. 1 068 0001 338,662.00 A.C. @ L.S.(+) 061318 N 11111 1 500,943.55 TOTAL THIS ESTIMATE 0 9,799,273.63 TOTAL PREVIOUS ESTIMATE 0 10,300,217.18 TOTAL TO DATE 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 0 DATE 06/20/18 EST. NO. 024 TIME 01:27 PM 0 R.E. NAME: KIMURA, JUSTIN 06-2HT104 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 LATE LNE CLS 8 24 16 -16,601.00 005 SWPPP -5,000.00 007 LATE REOPEN 4/11/17 -2,000.00 008 CONST ENTER NOT PLAC -5,000.00 009 TRAFFIC NONCOMP -5,000.00 009 SWPPP VIOLATIONS -10,000.00 011 SWPPP VIOLATIONS -50,000.00 012 EMMA EQUIPMENT MCM -25,000.00 013 RESTAKING COST -5,720.00 013 EMMA EQUIPMENT MCM -5,000.00 014 EMMA EQUIPMENT MCM -5,000.00 015 REL SWPPP VIOLATION 50,000.00 015 REL SWPPP VIOLATION 5,000.00 015 REL SWPPP VIOLATION 10,000.00 015 REL TRAFFIC NONCOMP 5,000.00 015 EMMA EQUIPMENT -75,000.00 017 RELEASE EMMA DEDUCT 75,000.00 020 DEDUCT CRCP THICK -395,374.00 021 REVERSE CRCP DEDUCT 391,420.26 022 0.00 -68,274.74 0 LABOR COMPLIANCE VIOLATION 0 MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 009 REC'D PAYROLL EST.09 10,000.00 021 MISSING PAYROLL -1,000.00 023 REC'D PAYROLL EST.05 10,000.00 023 MISSING PAYROLL -5,000.00 024 REC'D PAYROLL EST.23 1,000.00 024 -4,000.00 -5,000.00 TOTAL DEDUCTIONS -4,000.00 -73,274.74 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 LOCATION PROGRESS ESTIMATE 06-FRE-99-23.5/26.7 ----------------- GRANITE CONSTRUCTION COMPANY IN THE CITY OF FRESNO, ON ROUTE 99 PO BOX 50085 FROM CLINTON AVENUE TO ASHLAN WATSONVILLE CA 95077 AVENUE FED. AID NO. N O N E ROUTE 99 REALIGNMENT ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 7,409.8000 7,409.80 0.750 5,55 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,616.4900 16,616.49 0.500 8,30 003 TIME-RELATED OVERHEAD (WDAY) WDAY 20,072.4900 10,337,332.35 20.000 401,449.80 391.000 7,848,34 004 CONSTRUCTION AREA SIGNS LS 70,966.2700 70,966.27 0.010 709.66 0.768 54,50 005 TRAFFIC CONTROL SYSTEM LS 1,874,745.0400 1,874,745.04 0.037 69,365.57 0.760 1,424,80 006 TYPE III BARRICADE EA 101.0600 23,243.80 19.000 1,920.14 180.000 18,19 007 CHANNELIZER (SURFACE MOUNTED) EA 41.4300 9,528.90 57.000 2,361.51 856.000 35,46 008 TRAFFIC PLASTIC DRUM EA 132.5300 22,530.10 20.000 2,650.60 242.000 32,07 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 121,948.5500 121,948.55 0.037 4,512.10 0.760 92,68 011 TEMPORARY RAILING (TYPE K) LF 15.5400 1,145,298.00 6,380.000 99,145.20 72,238.000 1,122,57 012 TEMPORARY CRASH CUSHION MODULE EA 272.2900 70,795.40 14.000 3,812.06 252.000 68,61 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,800.9400 88,009.40 3.000 26,402.82 20.000 176,01 SYSTEM 014 TEMPORARY TRAFFIC SCREEN LF 5.0500 198,970.00 6,380.000 32,219.00 39,550.000 199,72 015 JOB SITE MANAGEMENT LS 150,056.1500 150,056.15 0.037 5,552.08 0.762 114,34 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1.1200 1.12 0.010 0.01 0.600 PLAN 017 STORM WATER ANNUAL REPORT EA 896.4000 1,792.80 1.000 89 018 MOVE-IN/MOVE-OUT EA 984.0600 5,904.36 4.000 3,93 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 46,627.780 30,30 (BONDED FIBER MATRIX) 020 TEMPORARY SOIL BINDER SQYD 0.2200 5,324.00 0.000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 157.4500 39,362.50 109.000 17,16 022 TEMPORARY FIBER ROLL LF 2.8800 8,640.00 802.000 2,30 023 TEMPORARY SILT FENCE LF 2.3100 23,100.00 5,572.000 12,87 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,117.8900 85,650.46 14.400 88,09 025 STREET SWEEPING LS 659,120.8500 659,120.85 0.037 24,387.47 0.687 452,81 026 TEMPORARY CONCRETE WASHOUT LS 134,425.9700 134,425.97 0.039 5,242.61 0.773 103,91 027 ASBESTOS COMPLIANCE PLAN LS 22,410.1000 22,410.10 1.000 22,41 028 TEMPORARY FENCE (TYPE ESA) LF 4.7000 752.00 360.000 1,69 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7800 16,848.00 12,755.000 9,94 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING(BRIDGE) LS 44,310.6500 44,310.65 0.350 15,50 031 TREATED WOOD WASTE LB 0.0700 4,893.00 18,360.000 1,285.20 18,360.000 1,28 032 ABANDON CULVERT (LF) LF 17.0100 7,484.40 0.000 033 REMOVE DRY WELL EA 2,782.5500 66,781.20 43.000 119,64 034 REMOVE FENCE LF 5.4500 165,135.00 16,936.000 92,30 035 REMOVE GUARDRAIL LF 14.0000 43,680.00 1,735.000 24,29 036 REMOVE FLARED END SECTION EA 635.0200 1,270.04 3.000 1,90 037 REMOVE IRRIGATION FACILITY LS 16,942.0100 16,942.01 0.900 15,24 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2400 39,840.00 5,113.000 1,227.12 103,438.000 24,82 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4100 4,434.40 126.000 303.66 2,995.000 7,21 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,568.00 39,313.000 14,15 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0100 3,762.50 1,162.000 3,49 042 REMOVE PAVEMENT MARKER EA 1.2000 7,008.00 2,010.000 2,41 043 REMOVE BILLBOARD SIGN EA 3,808.1400 3,808.14 1.000 3,80 044 REMOVE ROADSIDE SIGN EA 59.1400 8,279.60 5.000 295.70 158.000 9,34 045 REMOVE SIGN STRUCTURE EA 2,883.3300 34,599.96 6.000 17,29 046 REMOVE SIGN PANEL EA 2,584.3100 5,168.62 0.000 048 REMOVE CULVERT (LF) LF 24.9500 102,045.50 5,397.200 134,66 049 REMOVE INLET EA 635.0100 28,575.45 45.000 28,57 050 REMOVE HEADWALL EA 340.1900 680.38 7.000 2,38 051 REMOVE MANHOLE EA 1,360.7400 8,164.44 7.000 9,52 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.4300 284,230.00 4,812.000 2,069.16 189,816.960 81,62 054 ADJUST INLET TO GRADE EA 2,494.7000 2,494.70 0.900 2,24 055 RELOCATE BOOSTER PUMP LS 2,258.9400 2,258.94 0.000 056 RELOCATE ROADSIDE SIGN EA 277.9700 10,840.83 13.000 3,61 058 ADJUST MANHOLE TO GRADE EA 850.4600 9,355.06 1.000 850.46 6.200 5,27 059 MODIFY INLET EA 2,381.3000 7,143.90 1.000 2,381.30 7.000 16,66 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4300 128,968.00 21,243.230 72,864.28 47,806.670 163,97 061 REMOVE CONCRETE (CY) CY 27.7800 1,511,232.00 215.600 5,989.37 26,143.270 726,26 062 REMOVE CONCRETE ISLAND CY 84.8100 85,658.10 888.000 75,31 063 REMOVE CONCRETE BARRIER LF 17.0400 247,080.00 9,733.000 165,85 064 BRIDGE REMOVAL, LOCATION A LS 618,318.7900 618,318.79 0.500 309,15 065 BRIDGE REMOVAL, LOCATION B LS 506,648.2100 506,648.21 1.000 506,64 066 BRIDGE REMOVAL, LOCATION C LS 427,422.3400 427,422.34 1.000 427,42 067 BRIDGE REMOVAL (PORITION), LOCATION A LS 6,646.5900 6,646.59 1.000 6,64 068 BRIDGE REMOVAL (PORITION), LOCATION B LS 6,646.5900 6,646.59 1.000 6,64 069 ROADWAY EXCAVATION CY 22.8200 7,690,340.00 395.400 9,023.03 279,062.060 6,368,19 070 ROADWAY EXCAVATION (TYPE Y-2) CY 45.6800 89,989.60 1,643.000 75,05 (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (BRIDGE) CY 242.9100 1,352,765.79 5,569.000 1,352,76 (F) 072 STRUCTURE EXCAVATION (CRASH WALL) CY 26.7400 282,374.40 1,080.000 28,879.20 2,000.000 53,48 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 94.2700 698,069.35 30.000 2,828.10 7,405.000 698,06 (F) 074 STRUCTURE EXCAVATION (GRAVITY WALL) CY 98.4200 92,416.38 939.000 92,41 076 STRUCTURE BACKFILL (BRIDGE) CY 89.1800 391,321.84 86.000 7,669.48 4,302.000 383,65 (F) 077 STRUCTURE BACKFILL (CRASH WALL) CY 52.8500 138,519.85 0.000 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 49.9000 582,183.30 41.600 2,075.84 11,459.000 571,80 (F) 079 STRUCTURE BACKFILL (GRAVITY WALL) CY 270.4200 183,074.34 677.000 183,07 080 PREVIOUS BACKFILL MATERIAL (RETAINING CY 135.5000 18,834.50 139.000 18,83 (F) WALL) 081 PREVIOUS BACKFILL MATERIAL (GRAVITY CY 105.2100 16,097.13 153.000 16,09 WALL) 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 082 ROADSIDE CLEARING LS 2,215.5300 2,215.53 0.950 2,10 083 PRUNE EXISTING PLANTS LS 1,355.3600 1,355.36 0.040 54.21 0.740 1,00 086 IRON SULFATE (LB) LB 0.5600 526.40 0.000 087 SOIL AMENDMENT CY 33.8800 1,355.20 0.000 088 PACKET FERTILIZER EA 0.1100 583.00 0.000 089 PLANT (GROUP M) EA 2.2600 3,503.00 0.000 090 PLANT (GROUP A) EA 9.0400 14,825.60 0.000 091 PLANT (GROUP B) EA 22.5900 23,945.40 0.000 092 MAINTAIN EXISTING PLANTED AREAS LS 28,236.6900 28,236.69 0.040 1,129.47 0.740 20,89 093 PLANT ESTABLISHMENT WORK LS 20,330.4100 20,330.41 0.000 094 GRAVEL MULCH SQFT 1.4700 690.90 0.000 095 WOOD MULCH CY 45.1800 253,911.60 480.000 21,686.40 480.000 21,68 096 ROOT PROTECTOR EA 22.5900 23,945.40 0.000 097 CHECK AND TEST EXISTING IRRIGATION LS 1,694.2000 1,694.20 0.950 1,60 FACILITIES 098 OPERATE EXISTING IRRIGATION FACILITIES LS 16,942.0100 16,942.01 0.040 677.68 0.740 12,53 099 CONTROL AND NEUTRAL CONDUCTORS LS 55,089.7800 55,089.78 0.700 38,56 (ARMOR-CLAD) 100 1" REMOTE CONTROL VALVE EA 338.8400 1,355.36 0.000 101 1 1/2" REMOTE CONTROL VALVE EA 395.3100 12,254.61 1.000 395.31 13.000 5,13 102 2" REMOTE CONTROL VALVE EA 451.7900 1,355.37 0.000 103 2" WYE STRAINER ASSEMBLY EA 564.7300 7,341.49 1.000 564.73 5.000 2,82 104 24-32 STATION IRRIGATION CONTROLLER EA 22,589.3500 67,768.05 0.000 (WALL MOUNTED) 105 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.5100 4,202.40 40.000 700.40 40.000 70 106 3" BACKFLOW PREVENTER ASSEMBLY EA 4,066.0800 12,198.24 0.000 107 BACKFLOW PREVENTER BLANKET EA 169.4200 508.26 0.000 108 FLOW SENSOR EA 564.7300 1,694.19 0.000 109 POP-UP SPRINKLER ASSEMBLY EA 62.1200 10,560.40 -11.000 -683.32 94.000 5,83 110 ROOT WATERING BUBBLER ASSEMBLY (12) EA 56.4700 6,776.40 -110.000 -6,211.70 118.000 6,66 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 111 ROOT WATERING BUBBLER ASSEMBLY (20) EA 56.4700 93,175.50 -198.000 -11,181.06 692.000 39,07 112 ROOT WATERING BUBBLER ASSEMBLY (36) EA 56.4700 32,187.90 20.000 1,129.40 442.000 24,95 113 3" GATE VALVE EA 677.6800 8,809.84 1.000 677.68 8.000 5,42 114 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3300 267,759.00 -3,400.000 -21,522.00 23,021.000 145,72 LINE) 115 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.7800 37,086.60 380.000 2,576.40 3,445.000 23,35 LINE) 116 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 56,910.00 -1,320.000 -9,240.00 4,402.000 30,81 (SUPPLY LINE) 117 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.3400 25,690.00 1,492.000 10,95 (SUPPLY LINE) 118 2" PLASTIC PIPE (SCHEDULE 40) LF 7.6800 96,768.00 -1,580.000 -12,134.40 5,197.000 39,91 (SUPPLY LINE) 119 3" PLASTIC PIPE (CLASS 315) LF 8.4700 65,473.10 6,400.000 54,20 (SUPPLY LINE) 120 PRESSURE REGULATING VALVE EA 1,129.4700 10,165.23 1.000 1,129.47 6.000 6,77 121 QUICK COUPLIING VALVE EA 338.8400 1,016.52 0.000 122 CHECK VALVE EA 225.8900 15,586.41 5.000 1,129.45 32.000 7,22 123 10" CORRUGATED STEEL PIPE CONDUIT LF 28.2400 16,379.20 654.000 18,46 (.064" THICK) 124 8" WELDED STEEL PIPE CONDUIT LF 262.0400 3,668.56 0.000 125 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 181,500.00 27,361.000 3,009.71 400,080.000 44,00 (SQFT) 126 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 133,200.00 120,200.000 72,12 127 HYDROMULCH SQFT 0.0400 8,880.00 120,200.000 4,80 128 FIBER ROLLS LF 2.8600 138,710.00 -130.000 -371.80 14,250.000 40,75 129 HYDROSEED SQFT 0.0600 13,320.00 120,200.000 7,21 130 COMPOST SQFT 0.1000 187,000.00 27,361.000 2,736.10 520,270.000 52,02 131 INCORPORATE MATERIALS SQFT 0.0300 56,100.00 0.000 132 CLASS 2 AGGREGATE BASE (CY) CY 48.9600 1,953,504.00 1,000.900 49,004.06 25,077.470 1,227,79 133 HOT MIX ASPHALT (TYPE A) TON 75.7700 7,425,460.00 5,530.440 419,041.44 82,415.760 6,244,64 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.8500 880,259.50 800.000 89,480.00 800.000 89,48 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1800 20,691.00 0.000 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 543.40 0.000 137 TACK COAT TON 459.7700 73,563.20 5.680 2,611.49 30.590 14,06 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 138 CONTINUOUSLY REINFORCED CONCRETE CY 241.1800 7,573,052.00 31,859.510 7,683,87 PAVEMENT 139 JOINTED PLAIN CONCRETE PAVEMENT CY 254.7700 5,681,371.00 131.580 33,522.64 19,035.640 4,849,71 140 DOWEL BAR (DRILL AND BOND) EA 34.6900 16,304.30 0.000 141 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3200 188,239.36 4,448.000 188,23 (F) LOCATION A 142 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2600 563,368.06 13,331.000 563,36 (F) LOCATION B 143 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2700 441,806.04 10,452.000 441,80 (F) LOCATION C 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 85.3900 4,184.11 49.000 4,18 PILING 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 94.1200 2,593,100.12 506.000 47,624.72 21,604.250 2,033,39 PILING 146 30" CAST-IN-DRILLED-HOLE CONCRETE LF 149.8000 447,902.00 0.000 PILING 147 60" CAST-IN-DRILLED-HOLE CONCRETE LF 600.2000 216,072.00 360.000 216,07 PILING 148 66" CAST-IN-DRILLED-HOLE CONCRETE LF 832.5100 1,778,241.36 2,136.000 1,778,24 PILING 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.9200 370,239.12 1,086.000 370,23 (F) 153 STRUCTURAL CONCRETE, WALL COPING CY 1,813.5300 79,795.32 37.000 67,10 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 493.1400 3,084,097.56 27.070 13,349.30 6,193.730 3,054,37 (F) 155 STRUCTURAL CONCRETE, GRAVITY WALL CY 422.0400 311,887.56 739.000 311,88 (F) 156 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 694.0900 2,106,563.15 479.310 332,684.28 3,011.860 2,090,50 (F) FIBER) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 433.3300 1,620,654.20 1.310 567.66 3,674.810 1,592,40 (F) 159 STRUCTURAL CONCRETE, BARRIER SLAB CY 568.6700 533,981.13 886.800 504,29 (F) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0700 416,481.34 562.000 416,48 (F) (TYPE N) 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.7700 113,211.65 43.500 33,963.50 108.750 84,90 (F) (TYPE N MODIFIED) 162 STRUCTURAL CONCRETE, DEADMAN ANCHOR CY 700.2200 91,028.60 130.000 91,02 (F) 163 TEMPORARY INLET EA 7,370.6900 29,482.76 5.000 36,85 164 STRUCTURAL CONCRETE, CRASH WALL CY 422.2300 2,206,996.21 68.000 28,711.64 68.000 28,71 (F) 165 MINOR CONCRETE CY 716.6000 283,773.60 75.590 54,16 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 1,372.1200 780,736.28 1.650 2,264.00 504.780 692,61 (F) 167 MINOR CONCRETE (BACKFILL) CY 283.4900 153,084.60 492.670 139,66 (F) 168 WESTERN BASALT TEXTURE SQFT 19.8900 704,802.15 583.000 11,595.87 35,435.000 704,80 (F) 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,810.8500 288,108.50 10.000 288,10 WIDE FLANGE GIRDER (80'-90') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,211.2500 1,117,816.25 37.000 1,117,81 WIDE FLANGE GIRDER (90'-100') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,617.6900 276,941.52 8.000 276,94 WIDE FLANGE GIRDER (110'-120') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,759.5400 937,469.42 23.000 937,46 WIDE FLANGE GIRDER (120'-130') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 51,591.5300 1,031,830.60 20.000 1,031,83 WIDE FLANGE GIRDER (150'-160') 174 ERECT PRECAST PRESTRESSED CONCRETE EA 10,582.1500 1,037,050.70 98.000 1,037,05 (F) GIRDER 175 JOINT SEAL (MR 1 1/2") LF 78.1700 23,685.51 300.000 23,45 176 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 307.0900 26,409.74 43.000 13,20 177 JOINT SEAL ASSEMBLY (MR 3") LF 307.0900 26,409.74 43.000 13,20 178 JOINT SEAL (MR 2") LF 100.5000 28,542.00 281.000 28,24 179 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 3,467,361.39 100,426.870 123,525.05 2,818,993.000 3,467,36 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0700 809,119.02 1,508.790 1,614.41 747,798.790 800,14 (F) 181 BAR REINFORCING STEEL (WALL COPING) LB 1.0100 6,477.13 5,387.000 5,44 (F) 182 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.1700 31,167.63 26,639.000 31,16 (F) 183 BAR REINFORCING STEEL (CRASH WALL) LB 0.9500 1,515,211.05 29,942.000 28,444.90 29,942.000 28,44 (F) 185 HEADED BAR REINFORCEMENT EA 3.3500 529.30 126.000 42 (F) 186 BAR REINFORCING STEEL (DEADMAN ANCHOR) LB 1.1200 18,902.24 16,877.000 18,90 (F) 187 STRUCTURAL STEEL (BRIDGE) LB 6.7000 75,656.40 4,090.000 27,403.00 11,292.000 75,65 (F) 188 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.5600 109,440.00 23,965.000 109,28 189 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.9200 22,080.00 23,965.000 22,04 190 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4400 553,840.00 76,710.000 263,88 191 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 46,690.00 76,710.000 22,24 192 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 19.0300 11,418.00 600.000 11,41 WITHOUT WALKWAY) 193 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6100 2,766.00 600.000 2,76 WITHOUT WALKWAY) 194 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.9100 100,395.20 1,230.900 45,432.52 2,075.100 76,59 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 3,689.60 -1.500 -17.30 149.500 1,72 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 1,454.40 49.340 59 (0.080"-UNFRAMED) 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 3,305.90 0.000 (0.080"-FRAMED) 198 METAL BARRIER MOUNTED SIGN LB 18.9300 32,938.20 1,737.000 32,88 199 ROADSIDE SIGN - ONE POST EA 354.8600 19,162.44 1.000 354.86 34.000 12,06 200 ROADSIDE SIGN - TWO POSTS EA 1,123.7300 11,237.30 0.000 201 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.0300 3,672.81 1.000 136.03 15.000 2,04 METHOD) 202 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.2300 2,584.40 0.000 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 5,188.50 43.680 503.63 128.170 1,47 (0.063"-UNFRAMED) FOR TYPE XI 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 2,060.40 20.000 242.40 98.000 1,18 (0.080"-UNFRAMED) FOR TYPE XI 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.8400 1,266.84 0.000 (0.063"-FRAMED) FOR TYPE XI 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 9,154.80 0.000 (0.080"-FRAMED) FOR TYPE XI 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7300 4,824.60 63.680 301.21 281.670 1,33 208 SOUND WALL (MASONARY BLOCK) SQFT 24.7500 436,936.50 18,262.500 451,99 (F) 210 PREPARE AND STAIN CONCRETE SQFT 3.4200 69,063.48 0.000 211 ANTI-GRAFFITI COATING SQFT 0.8500 224,136.50 0.000 (F) 212 18" ALTERNATIVE PIPE CULVERT LF 93.1700 62,423.90 839.000 78,16 213 24" ALTERNATIVE PIPE CULVERT LF 108.2400 898,392.00 7,319.000 792,20 214 30" ALTERNATIVE PIPE CULVERT LF 131.9700 320,687.10 2,088.000 275,55 215 36" ALTERNATIVE PIPE CULVERT LF 150.3000 586,170.00 1,650.000 247,99 217 18" REINFORCED CONCRETE PIPE LF 100.9700 228,192.20 2,042.000 206,18 218 24" REINFORCED CONCRETE PIPE LF 117.2500 111,387.50 904.000 105,99 219 36" REINFORCED CONCRETE PIPE LF 212.1900 1,294,359.00 3,259.000 691,52 220 42" REINFORCED CONCRETE PIPE LF 245.0500 225,446.00 1,000.000 245,05 221 48" REINFORCED CONCRETE PIPE LF 350.0300 52,504.50 136.000 47,60 222 30" REINFORCED CONCRETE PIPE LF 150.2200 178,761.80 1,304.000 195,88 223 JACK AND BORE 24" REINFORCED CONCRETE LF 678.2100 162,770.40 246.000 166,83 PIPE 224 JACK AND BORE 36" REINFORCED CONCRETE LF 1,134.3200 136,118.40 120.000 136,11 PIPE 225 GEOCOMPOSITE DRAIN SQFT 3.8100 53,911.50 14,150.000 53,91 (F) 1PROGRAM CAS145 PAGE DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 227 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.6800 30,647.20 214.000 22,61 (.064" THICK) 228 18" STEEL FLARED END SECTION EA 1,020.5600 3,061.68 3.000 3,06 229 18" CONCRETE FLARED END SECTION EA 1,757.6200 1,757.62 1.000 1,75 230 24" CONCRETE FLARED END SECTION EA 1,871.0200 7,484.08 3.000 5,61 231 36" CONCRETE FLARED END SECTION EA 3,231.7600 3,231.76 1.000 3,23 232 42" CONCRETE FLARED END SECTION EA 4,309.0200 12,927.06 3.000 12,92 233 24" ALTERNATIVE FLARED END SECTION EA 1,247.3500 1,247.35 1.000 1,247.35 2.000 2,49 234 36" PRECAST CONCRETE PIPE INLET LF 589.6600 2,948.30 4.000 2,35 236 ROCK SLOPE PROTECTION CY 284.1800 65,361.40 11.500 3,268.07 206.980 58,81 (FACING, METHOD B) (CY) 237 CONCRETE (CONCRETE APRON) CY 947.6500 37,906.00 21.650 20,51 238 SLOPE PAVING (CONCRETE) CY 1,031.8800 43,338.96 21.000 21,669.48 42.000 43,33 239 SLOPE PAVING (CONCRETE) (STAMPED SQFT 15.4600 217,012.02 8,492.000 131,28 (F) FRACTURED ROCK TEXTURE) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6700 3,231.90 34.400 195.05 570.490 3,23 241 MINOR CONCRETE (CURB) (CY) CY 860.1000 12,901.50 5.300 4,558.53 21.980 18,90 242 MINOR CONCRETE (PCC DIKE) CY 596.3600 83,490.40 154.790 92,31 243 MINOR CONCRETE (GUTTER)(LF) LF 44.2800 131,378.76 2,840.000 125,75 244 MINOR CONCRETE (MISCELLANEOUS CY 886.2100 5,317.26 0.000 CONSTRUCTION) 245 MINOR CONCRETE (CURB AND GUTTER) CY 863.3000 8,633.00 0.000 247 MINOR CONCRETE (TEXTURED PAVING) TYPE 1- CY 744.7900 789,477.40 290.090 216,05 FRACTURED ROCK PATTERN 248 MINOR CONCRETE (TEXTURED PAVING) TYPE 2- CY 715.1500 157,333.00 215.000 153,75 RIVER STONE PATTERN, NOINTEGRAL COLOR 249 MINOR CONCRETE (TEXTURED PAVING) TYPE 3- CY 861.2700 198,092.10 233.640 201,22 RIVER STONE PATTERN, BURNT RED COLOR 250 MINOR CONCRETE (TEXTURED PAVING) TYPE 4- CY 740.9200 318,595.60 472.090 349,78 SMOOTH PATTERN 251 BOOSTER PUMP EA 13,553.6100 27,107.22 0.000 252 MISCELLANEOUS IRON AND STEEL LB 3.2700 169,958.25 956.000 3,126.12 24,270.000 79,36 (F) 253 MANHOLE FRAME AND COVER EA 1,814.3200 48,986.64 13.000 23,58 254 MISCELLANEOUS METAL (BRIDGE) LB 5.5800 9,301.86 1,667.000 9,30 (F) 255 MISCELLANEOUS METAL (TIE ROD) LF 35.7300 121,374.81 3,397.000 121,37 (F) 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 256 18" REINFORCED CONCRETE PIPE LF 132.8700 259,096.50 42.000 5,58 (HIGH SPEED RAIL) 257 24" REINFORCED CONCRETE PIPE LF 113.0800 356,202.00 1,414.000 159,89 (HIGH SPEED RAIL) 258 36" REINFORCED CONCRETE PIPE LF 318.9000 6,378.00 0.000 (HIGH SPEED RAIL) 259 8" PVC PIPE (HIGH SPEED RAIL) LF 39.6900 9,922.50 32.000 1,27 260 MINOR CONCRETE (MINOR STRUCTURE) CY 1,703.1400 255,471.00 24.470 41,67 (HIGH SPEED RAIL) 261 PREPARED SUBGRADE (HIGH SPEED RAIL) CY 62.5000 1,487,500.00 0.000 262 DRAINAGE INLET (TYPE D) (FMFCD) EA 5,335.2900 96,035.22 15.400 82,16 263 DRAINAGE INLET (TYPE DD) (FMFCD) EA 7,947.6500 15,895.30 2.600 20,66 264 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,930.5700 13,513.99 4.200 8,10 265 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 4,765.7700 85,783.86 0.100 476.58 15.500 73,86 266 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 5,901.7300 23,606.92 0.100 590.17 3.700 21,83 267 MANHOLE (TYPE A - CASE 3) (FMFCD) EA 11,237.2300 56,186.15 5.300 59,55 270 FURNISH AND INSTALL 14" WATER MAIN(CITY) LF 196.7200 428,849.60 2,228.000 438,29 271 FURNISH AND INSTALL 16" DUCTILE IRON LF 197.8200 146,386.80 776.000 153,50 WATER MAIN IN STEEL CASING (CITY) 272 FURNISH AND INSTALL 24" STEEL CASING LF 1,066.8600 138,691.80 0.000 (CITY) 273 JACK AND BORE 28" STEEL CASING LF 793.9900 484,333.90 698.000 554,20 (0.50" THICK) (CITY) 274 JACK AND BORE 64" STEEL CASING LF 1,690.0200 2,501,229.60 1,030.000 1,740,72 (1" THICK) (CITY) 275 FURNISH AND INSTALL 8" SEWER MAIN(CITY) LF 75.0000 106,500.00 1,047.000 78,52 276 FURNISH AND INSTALL 10" SEWER MAIN(CITY) LF 85.2600 175,635.60 1,484.000 126,52 277 FURNISH AND INSTALL 45" SEWER MAIN(CITY) LF 708.9700 829,494.90 130.000 92,16 278 FURNISH AND INSTALL 6" SEWER SERVICE EA 1,911.8800 11,471.28 3.000 5,73 (CITY) 279 FURNISH AND INSTALL 8" FIRE SERVICE EA 9,238.7300 18,477.46 1.000 9,23 (WATER MAIN - CITY) 280 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 6,525.9200 123,992.48 0.300 1,957.78 16.400 107,02 281 CONSTRUCT 72" SPECIAL SEWER MANHOLE EA 25,876.4200 103,505.68 0.800 20,70 (CITY) 283 FURNISH AND INSTALL 1.5" WATER SERVICE EA 6,633.3300 19,899.99 5.280 35,02 AND METER BOX (CITY) 284 FURNISH AND INSTALL 2" WATER SERVICE EA 7,307.9000 7,307.90 0.000 AND METER BOX (CITY) 285 FURNISH AND INSTALL 4" WATER SERVICE EA 15,848.7700 15,848.77 0.000 AND METER BOX (CITY) 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 286 FURNISH AND INSTALL FIRE HYDRANTS (CITY) EA 9,556.9300 86,012.37 5.500 52,56 287 REMOVE WATER MAINS (CITY) LF 20.9100 203,663.40 7,926.000 165,73 288 ABANDON WATER MAINS (CITY) LF 17.1100 26,349.40 651.000 11,13 289 ABANDON SEWER MAINS (CITY) LF 9.0000 16,380.00 0.000 290 REMOVE 45" SEWER MAINS (CITY) LF 123.7100 12,371.00 0.000 291 ABANDON SEWER HOUSE BRANCH (CITY) EA 652.2900 42,398.85 1.000 65 292 REMOVE SEWER MANHOLES (CITY) EA 2,699.1200 16,194.72 6.000 16,19 293 REMOVE FIRE HYDRANT (CITY) EA 1,367.1200 12,304.08 7.000 9,56 294 RELOCATE EXIST HOUSE BRANCH (CITY) EA 1,911.8800 3,823.76 0.000 295 ADJUST WATER VALVE LID TO GRADE (CITY) EA 336.8000 2,357.60 6.000 2,02 296 CONCRETE MASONRY WALL (CITY) SQFT 37.2400 31,654.00 834.000 31,05 297 CONCRETE VALLEY GUTTER (CITY) CY 512.0100 56,321.10 58.350 29,87 298 CURB (CITY) CY 755.6000 83,116.00 -0.620 -468.47 106.000 80,09 299 CURB AND GUTTER (CITY) CY 452.9000 240,037.00 7.020 3,179.36 348.310 157,74 300 CURB RAMP (CITY) CY 889.0000 36,449.00 47.620 42,33 301 DETECTABLE WARNING SURFACE (CITY) SQFT 39.1400 16,438.80 576.500 22,56 302 DRIVEWAY (CITY) CY 506.7500 101,350.00 139.030 70,45 303 SIDEWALK (CITY) CY 528.1500 411,957.00 564.900 298,35 304 TEXTURED PAVING (CITY) CY 951.4500 19,980.45 17.110 16,27 305 REMOVE BRICK WALL (CITY) LF 340.8500 23,859.50 70.000 23,85 306 REMOVE CONCRETE (CITY) CY 80.7200 62,961.60 944.350 76,22 307 REMOVE CONCRETE WALL (CITY) LF 34.0900 10,908.80 320.000 10,90 308 REMOVE RET WALL (CITY) LF 90.8900 43,627.20 355.000 32,26 309 30" REINFORCED CONCRETE PIPE (RUBBER LF 159.4600 65,378.60 416.000 66,33 GASKET JOINT) (FID) 310 36" REINFORCED CONCRETE PIPE (RUBBER LF 205.1000 69,734.00 376.000 77,11 GASKET JOINT) (FID) 311 42" REINFORCED CONCRETE PIPE (RUBBER LF 510.2800 147,981.20 297.500 151,80 GASKET JOINT) (FID) 312 60" CONCRETE STAND PIPE (FID) LF 1,050.0700 14,700.98 31.650 33,23 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 314 60" STEEL CASING (0.844" THICKNESS)(FID) LF 1,572.2100 455,940.90 282.000 443,36 315 ABANDON CULVERT (FID) LF 10.2100 10,618.40 0.000 317 REGULATION BOX (FID) EA 48,759.9700 48,759.97 1.000 48,75 318 REMOVE CULVERT (FID) LF 119.0700 9,049.32 473.000 56,32 319 REMOVE EXIST REGULATION BOX (FID) EA 2,267.9100 2,267.91 1.000 2,26 320 T-VENT PIPE (FID) EA 3,401.8600 6,803.72 2.000 6,80 323 4" PLASTIC CONDUIT (AT&T) LF 67.5400 925,298.00 10,407.000 702,88 324 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 38,920.1300 311,361.04 6.600 256,87 325 BARREL VAULT (AT&T) EA 5,061.8800 5,061.88 0.000 332 CHAIN LINK RAILING (TYPE 3L MODIFIED) LF 223.8400 313,376.00 441.000 98,713.44 1,400.000 313,37 333 CHAIN LINK FENCE (TYPE CL-6) LF 12.8100 149,877.00 5,723.000 73,31 334 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 205.7800 291,796.04 1,340.500 275,84 335 SECURITY FENCE (TYPE SF-8) LF 225.3200 51,823.60 0.000 336 6' SECURITY GATE (TYPE SF-7) EA 2,663.5100 7,990.53 0.000 337 8' CHAIN LINK GATE (TYPE CL-6) EA 1,163.3100 16,286.34 6.000 6,97 338 DELINEATOR (CLASS 1) EA 55.3900 6,646.80 21.000 1,16 339 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0100 178,396.40 350.000 17,153.50 2,936.500 143,91 340 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 74.3500 110,038.00 568.030 42,23 342 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 103.3400 161,313.74 1,569.000 162,14 (F) 343 TUBULAR HANDRAILING LF 96.9900 8,535.12 88.000 8,53 (F) 344 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 299.9500 424,129.30 1,414.000 424,12 (F) 345 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 266.5400 69,566.94 261.000 69,56 (F) 346 CONCRETE BARRIER (TRANSITION) LF 325.2400 8,131.00 15.000 4,87 347 CABLE RAILING LF 33.3000 76,223.70 2,127.000 70,82 (F) 348 CHAIN LINK FENCE (TYPE CL-2.5,BW) LF 45.3800 546,239.06 0.000 349 EXTENSION ARM (BARBWIRE) LF 28.2200 39,056.48 0.000 350 TRANSITION RAILING (TYPE WB-31) EA 5,600.9600 78,413.44 1.000 5,600.96 9.000 50,40 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 351 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.1800 7,351.26 3.000 3,15 352 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,060.6900 44,667.59 1.000 4,060.69 9.000 36,54 353 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,220.5500 28,984.95 3.000 9,66 355 CONCRETE BARRIER (TYPE 60F) LF 290.3900 59,529.95 195.000 56,62 357 CONCRETE BARRIER (TYPE 60) LF 61.5600 781,812.00 1,209.000 74,426.04 11,149.660 686,37 359 CONCRETE BARRIER (TYPE 60C) LF 87.1200 724,838.40 3,816.000 332,449.92 9,514.200 828,87 360 CONCRETE BARRIER (TYPE 60D) LF 81.1300 83,726.16 193.000 15,658.09 1,033.000 83,80 361 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 219.6300 65,669.37 160.000 35,140.80 302.000 66,32 362 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 98.7300 678,176.37 0.000 363 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 162.6200 5,366.46 26.000 4,22 364 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.7600 332,115.44 600.000 69,456.00 2,846.200 329,47 (F) 365 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 48.7900 353,337.18 690.000 33,665.10 690.000 33,66 366 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 119.5000 90,820.00 761.000 90,93 (F) 367 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 225.6900 4,513.80 37.000 8,35 (F) 376 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 53,040.00 17,810.000 4,274.40 291,071.000 69,85 377 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0700 10,407.30 95.000 291.65 7,538.000 23,14 378 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0100 963.20 2,117.000 6,37 379 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0100 31,304.00 246.000 740.46 7,509.000 22,60 380 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,350.4800 17,350.48 0.100 1,735.05 0.600 10,41 SYSTEM ELEMENTS DURING CONSTRUCTION 381 SIGNAL AND LIGHTING (LOCATION 1) LS 216,153.3100 216,153.31 0.970 209,66 382 SIGNAL AND LIGHTING (LOCATION 2) LS 207,981.7900 207,981.79 0.970 201,74 383 SIGNAL AND LIGHTING CITY (LOCATION 1) LS 320,144.2100 320,144.21 0.980 313,74 384 SIGNAL AND LIGHTING CITY (LOCATION 2) LS 127,833.8100 127,833.81 0.030 3,835.01 0.397 50,75 385 SIGNAL AND LIGHTING CITY (LOCATION 3) LS 37,163.5900 37,163.59 1.000 37,16 386 SIGNAL AND LIGHTING CITY (LOCATION 4) LS 37,387.4800 37,387.48 1.000 37,38 387 SIGNAL AND LIGHTING CITY (LOCATION 5) LS 38,171.0500 38,171.05 1.000 38,17 388 SIGNAL AND LIGHTING STAGE 4 LS 773,831.0900 773,831.09 0.025 19,345.78 0.825 638,41 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 391 SIGNAL AND LIGHTING STAGE 2A LS 413,053.2000 413,053.20 0.942 389,09 392 CITY LIGHTING LS 468,126.9500 468,126.95 0.028 13,107.55 0.878 411,01 393 LIGHTING AND SIGN ILLUMINATION LS 433,985.7000 433,985.70 0.011 4,773.84 0.878 381,03 394 INTELLIGENT TRANSPORTATION SYSTEMS LS 2,312,985.9700 2,312,985.97 0.054 124,901.24 0.850 1,966,03 395 WEIGH-IN-MOTION SYSTEM LS 627,191.6200 627,191.62 0.676 423,98 396 REMOVE EXISTING ELECTRICAL SYSTEMS LS 107,237.1200 107,237.12 0.920 98,65 397 GROUNDING AND BONDING (STRUCTURES) LS 1,987,580.6500 1,987,580.65 0.188 373,66 398 WATER METER CHARGES LS 13,390.9300 13,390.93 0.000 399 IRRIGATION WATER SERVICE CHARGES LS 5,538.8300 5,538.83 0.000 401 TYPE II BARRICADE EA 158.3300 3,166.60 0.000 402 MODIFY MANHOLE EA 2,154.5100 10,772.55 5.500 11,84 403 CLEARING AND GRUBBING (LS) LS 793,058.1000 793,058.10 0.910 721,68 404 DEVELOP WATER SUPPLY LS 357,012.1700 357,012.17 0.800 285,60 405 PLACE HOT MIX ASPHALT SQYD 173.2900 693.16 947.740 164,23 (MISCELLANEOUS AREA) 406 INDIVIDUAL SLAB REINFORCEMENT (RSC) CY 1,057.9300 264,482.50 0.000 407 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 509.5400 514,635.40 0.000 408 16" CAST-IN-DRILLED HOLE CONCRETE PILING LF 68.3800 58,806.80 858.000 58,67 (SOUND WALL) 409 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 576.6600 6,343.26 11.000 6,34 (SIGN FOUNDATION) 410 36" CAST-IN-DRILLED-HOLE-CONCRETE PILE LF 720.8300 51,899.76 72.000 51,89 (SIGN FOUNDATION) 411 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 922.6600 202,985.20 100.000 92,26 (SIGN FOUNDATION) 412 TEMPORARY CULVERT (24" APC) LF 100.0500 31,015.50 238.000 23,81 413 TEMPORARY CULVERT (24" SLOTTED CSP) LF 130.6000 238,998.00 1,829.000 238,86 414 18" ALTERNATIVE FLARED END SECTION EA 1,133.9500 1,133.95 1.000 1,133.95 1.000 1,13 415 FURNISH AND INSTALL 64" STEEL CASING LF 1,687.2000 1,046,064.00 0.000 (CITY) 416 MODIFY SEWER MAIN DROP MANHOLE (CITY) EA 4,554.7800 13,664.34 1.000 4,55 417 MEDIAN ISLAND PAVING (CITY) CY 503.6000 443,168.00 32.420 16,326.71 338.720 170,57 418 FURNISH AND INSTALL 16" PVC WATER MAIN LF 285.0000 632,700.00 1,804.000 514,14 (CITY) 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 420 REMOVE UTILITY VAULT (AT&T) EA 2,778.8900 100,040.04 0.000 421 ABANDON UTILITY VAULT (AT&T) EA 13,645.0200 13,645.02 0.000 422 REMOVE UTILITY CONDUIT (AT&T) LF 28.2700 384,472.00 0.000 424 MARKER EA 221.5500 886.20 0.000 425 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,789.0200 52,789.02 1.000 52,78 426 THERMOPLATIC PAVEMENT MARKING SQFT 5.4200 37,560.60 1,142.000 6,189.64 3,509.000 19,01 (ENHANCED WET NIGHT VISIBILITY) 427 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 51,540.00 15,908.000 9,54 (ENHANCED WET NIGHT VISIBILITY) 428 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 1,386.00 0.000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 429 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 36,918.00 11,536.000 4,84 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 430 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 25,038.00 1,617.000 1,261.26 22,667.000 17,68 (ENHANCED WET NIGHT VISIBILITY) 431 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 265.20 0.000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 432 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 20,736.00 756.000 725.76 8,432.000 8,09 (ENHANCED WET NIGHT VISIBILITY) 433 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,316.80 1,975.000 1,89 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 435 TABLET COMPUTERS EA 1,699.4100 25,491.15 15.000 25,49 436 TEMPORARY SHUTTLE SERVICE LS 243,821.9800 243,821.98 1.000 243,82 437 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.1800 961.40 0.000 438 REMOVE SEWER MAINS (CITY) LF 31.4900 51,643.60 765.000 24,08 439 ABANDON SEWER MANHOLES (CITY) EA 3,036.5200 6,073.04 2.000 6,07 440 2" POLYVINYL CHLORIDE CONDUIT (COMCAST) LF 9.4000 61,570.00 7,130.000 67,02 441 CHAIN LINK RAILING (MODIFIED) LF 89.9700 15,564.81 160.000 14,39 443 FURNISH NON POTABLE WATER MGAL 26.0300 1,561,800.00 0.000 444 TEMPORARY WOOD POLE (COMCAST) LS 29,954.3200 29,954.32 1.000 29,95 446 REMOVE UTILITY CONDUIT - ASBESTOS (AT&T) LF 41.8500 464,535.00 0.000 447 PROPOSED SCOPE REDUCTIONS LS -12,200,000.0000-12,200,000.00 0.471 -5,746,20 1PROGRAM CAS145 PAGE 1 DATE 06/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT10 TIME 01:27 PM ESTIMATE NO. 02 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/20/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,010,852.83 89,807,035.5 0 ADJUSTMENT OF COMPENSATION 338,662.00 6,679,972.5 0 EXTRA WORK 162,281.55 3,620,244.6 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,511,796.38 100,107,252.6 0448 MOBILIZATION LS 11,396,418.6900 11,396,418.69 1.000 11,396,41 0 ORIGINAL CONTRACT AMOUNT 127,651,409.07 0 TOTAL WORK COMPLETED 3,511,796.38 111,503,671.3 0 MATERIALS ON HAND ON SITE -23,189.95 128,632.2 0 DEDUCTIONS -4,000.00 -73,274.7 0 TOTAL 3,484,606.43 111,559,028.8 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 07/25/16 515 08/08/16 08/08/16 01/10/19 392 72 19 0 83% 73% PROGRESS IS SATISFACTORY KIMURA, JUSTIN RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 06/20/18