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 08/22/17 EST. NO. 012 TIME 02:19 PM R.E. NAME: FOSTER, DALLIA 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 0257 7,161.00 E.W. @ F.A.(+) 051617 Y 0567.0 0275 2,042.98 052517 N 0644.0 0276 2,080.42 060717 N 0645.0 0277 2,079.51 060817 N 0646.0 0278 1,070.87 060917 N 0647.0 0281 2,687.35 040717 Y 0447.0 0282 296.41 050117 Y 0495.0 0283 1,925.00 040517 Y 0496.0 0284 1,729.82 051617 Y 0543.0 0285 802.92 051917 Y 0544.0 0286 208.78 060617 Y 0606.0 0288 2,640.00 042017 Y 0613.0 0289 7,161.00 061317 Y 0639.0 0290 2,241.95 061617 Y 0640.0 0291 2,241.95 071317 Y 0643.0 0292 2,696.02 010617 Y 0648.0 0293 1,683.85 062617 Y 0656.0 0294 458.84 070717 Y 0657.0 0295 3,248.49 070517 N 0676.0 0297 4,608.62 070717 N 0678.0 0299 3,065.98 071017 N 0680.0 0300 3,337.97 071117 N 0681.0 0301 3,447.95 071217 N 0682.0 0309 323.67 041917 Y 0665.0 0310 159.71 042117 Y 0666.0 0311 647.64 061517 Y 0667.0 0318 7,126.35 071617 Y 0674.0 0319 3,563.18 060517 Y 0675.0 0320 7,701.67 012517 Y 0649.0 002 0012 309.47 E.W. @ F.A.(+) 060817 Y 0612.0 008 0059 384.35 E.W. @ F.A.(+) 011717 N 12.010 0162 2,034.16 012517 N 13.010 0178 1,203.67 051217 Y 0557.0 0179 1,317.22 051717 Y 0560.0 0181 956.83 060517 Y 0608.0 0182 598.30 060517 Y 0609.0 0183 2,112.24 051517 Y 0558.0 0184 1,715.66 051617 Y 0559.0 0185 3,389.77 060717 Y 0610.0 0186 2,288.58 060917 Y 0611.0 0187 3,115.17 060617 Y 0650.0 0188 788.38 050917 Y 0651.0 0190 4,135.44 030217 Y 0653.0 0191 497.37 030617 Y 0654.0 0192 1,624.31 061217 Y 0655.0 022 0004 886.25 E.W. @ F.A.(+) 051017 Y 0540.0 0005 1,139.81 050917 Y 0541.0 106,936.88 TOTAL THIS ESTIMATE 992,067.32 TOTAL PREVIOUS ESTIMATE 1,099,004.20 TOTAL TO DATE 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 DATE 08/22/17 EST. NO. 012 TIME 02:19 PM R.E. NAME: FOSTER, DALLIA 06-2HT104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 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 -50,000.00 -93,601.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 009 0.00 -20,000.00 TOTAL DEDUCTIONS -50,000.00 -113,601.00 PROGRAM CAS145 PAGE 1 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,409.8000 7,409.80 0.750 5,557 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,616.4900 16,616.49 0.250 4,154 003 TIME-RELATED OVERHEAD (WDAY) WDAY 20,072.4900 10,337,332.35 21.000 421,522.29 202.000 4,054,642 004 CONSTRUCTION AREA SIGNS LS 70,966.2700 70,966.27 0.015 1,064.49 0.660 46,837 005 TRAFFIC CONTROL SYSTEM LS 1,874,745.0400 1,874,745.04 0.041 76,864.55 0.390 731,150 006 TYPE III BARRICADE EA 101.0600 23,243.80 4.000 404.24 116.000 11,722 007 CHANNELIZER (SURFACE MOUNTED) EA 41.4300 9,528.90 40.000 1,657.20 447.000 18,519 008 TRAFFIC PLASTIC DRUM EA 132.5300 22,530.10 113.000 14,975 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 121,948.5500 121,948.55 0.041 4,999.89 0.390 47,559 011 TEMPORARY RAILING (TYPE K) LF 15.5400 1,145,298.00 32,900.000 511,266 012 TEMPORARY CRASH CUSHION MODULE EA 272.2900 70,795.40 115.000 31,313 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,800.9400 88,009.40 9.000 79,208 SYSTEM 014 TEMPORARY TRAFFIC SCREEN LF 5.0500 198,970.00 18,960.000 95,748 015 JOB SITE MANAGEMENT LS 150,056.1500 150,056.15 0.040 6,002.25 0.392 58,822 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1.1200 1.12 0.590 0 PLAN 017 STORM WATER ANNUAL REPORT EA 896.4000 1,792.80 1.000 896 018 MOVE-IN/MOVE-OUT EA 984.0600 5,904.36 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY SOIL BINDER SQYD 0.2200 5,324.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 157.4500 39,362.50 47.000 7,400 022 TEMPORARY FIBER ROLL LF 2.8800 8,640.00 802.000 2,309 023 TEMPORARY SILT FENCE LF 2.3100 23,100.00 3,486.000 8,052 PROGRAM CAS145 PAGE 2 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,117.8900 85,650.46 10.100 61,790 025 STREET SWEEPING LS 659,120.8500 659,120.85 0.040 26,364.83 0.390 257,057 026 TEMPORARY CONCRETE WASHOUT LS 134,425.9700 134,425.97 0.041 5,511.46 0.393 52,829 027 ASBESTOS COMPLIANCE PLAN LS 22,410.1000 22,410.10 1.000 22,410 028 TEMPORARY FENCE (TYPE ESA) LF 4.7000 752.00 360.000 1,692 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7800 16,848.00 12,089.000 9,429 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING(BRIDGE) LS 44,310.6500 44,310.65 0.350 15,508 031 TREATED WOOD WASTE LB 0.0700 4,893.00 0.000 0 032 ABANDON CULVERT (LF) LF 17.0100 7,484.40 0.000 0 033 REMOVE DRY WELL EA 2,782.5500 66,781.20 41.000 114,084 034 REMOVE FENCE LF 5.4500 165,135.00 16,936.000 92,301 035 REMOVE GUARDRAIL LF 14.0000 43,680.00 1,639.000 22,946 036 REMOVE FLARED END SECTION EA 635.0200 1,270.04 2.000 1,270 037 REMOVE IRRIGATION FACILITY LS 16,942.0100 16,942.01 0.900 15,247 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2400 39,840.00 19,382.000 4,651 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4100 4,434.40 549.000 1,323 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,568.00 32,874.000 11,834 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0100 3,762.50 1,036.000 3,118 042 REMOVE PAVEMENT MARKER EA 1.2000 7,008.00 1,080.000 1,296 043 REMOVE BILLBOARD SIGN EA 3,808.1400 3,808.14 1.000 3,808 044 REMOVE ROADSIDE SIGN EA 59.1400 8,279.60 145.000 8,575 045 REMOVE SIGN STRUCTURE EA 2,883.3300 34,599.96 6.000 17,299 046 REMOVE SIGN PANEL EA 2,584.3100 5,168.62 0.000 0 048 REMOVE CULVERT (LF) LF 24.9500 102,045.50 1,500.000 37,425.00 3,818.200 95,264 049 REMOVE INLET EA 635.0100 28,575.45 14.000 8,890.14 25.000 15,875 050 REMOVE HEADWALL EA 340.1900 680.38 1.000 340.19 7.000 2,381 051 REMOVE MANHOLE EA 1,360.7400 8,164.44 5.000 6,803 PROGRAM CAS145 PAGE 3 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.4300 284,230.00 69,320.760 29,807 054 ADJUST INLET TO GRADE EA 2,494.7000 2,494.70 0.000 0 055 RELOCATE BOOSTER PUMP LS 2,258.9400 2,258.94 0.000 0 056 RELOCATE ROADSIDE SIGN EA 277.9700 10,840.83 0.000 0 058 ADJUST MANHOLE TO GRADE EA 850.4600 9,355.06 0.500 425 059 MODIFY INLET EA 2,381.3000 7,143.90 1.000 2,381 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4300 128,968.00 10,374.110 35,583 061 REMOVE CONCRETE (CY) CY 27.7800 1,511,232.00 1,607.820 44,665.24 6,362.310 176,744 062 REMOVE CONCRETE ISLAND CY 84.8100 85,658.10 91.000 7,717.71 387.550 32,868 063 REMOVE CONCRETE BARRIER LF 17.0400 247,080.00 1,398.000 23,821.92 4,248.000 72,385 064 BRIDGE REMOVAL, LOCATION A LS 618,318.7900 618,318.79 0.070 43,282 065 BRIDGE REMOVAL, LOCATION B LS 506,648.2100 506,648.21 1.000 506,648 066 BRIDGE REMOVAL, LOCATION C LS 427,422.3400 427,422.34 1.000 427,422 067 BRIDGE REMOVAL (PORITION), LOCATION A LS 6,646.5900 6,646.59 0.000 0 068 BRIDGE REMOVAL (PORITION), LOCATION B LS 6,646.5900 6,646.59 0.000 0 069 ROADWAY EXCAVATION CY 22.8200 7,690,340.00 36,403.470 830,727.19 184,987.340 4,221,411 070 ROADWAY EXCAVATION (TYPE Y-2) CY 45.6800 89,989.60 143.000 6,532 (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (BRIDGE) CY 242.9100 1,352,765.79 5,196.200 1,262,208 (F) 072 STRUCTURE EXCAVATION (CRASH WALL) CY 26.7400 282,374.40 0.000 0 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 94.2700 698,069.35 473.300 44,617.99 6,939.750 654,210 (F) 074 STRUCTURE EXCAVATION (GRAVITY WALL) CY 98.4200 92,416.38 280.450 27,601.89 330.700 32,547 076 STRUCTURE BACKFILL (BRIDGE) CY 89.1800 391,321.84 557.550 49,722.31 1,593.450 142,103 (F) 077 STRUCTURE BACKFILL (CRASH WALL) CY 52.8500 138,519.85 0.000 0 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 49.9000 582,183.30 839.550 41,893.55 7,334.050 365,969 (F) 079 STRUCTURE BACKFILL (GRAVITY WALL) CY 270.4200 183,074.34 0.000 0 080 PREVIOUS BACKFILL MATERIAL (RETAINING CY 135.5000 18,834.50 34.750 4,708.63 139.000 18,834 (F) WALL) 081 PREVIOUS BACKFILL MATERIAL (GRAVITY CY 105.2100 16,097.13 22.000 2,314.62 22.000 2,314 WALL) PROGRAM CAS145 PAGE 4 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 082 ROADSIDE CLEARING LS 2,215.5300 2,215.53 0.920 2,038 083 PRUNE EXISTING PLANTS LS 1,355.3600 1,355.36 0.550 745 086 IRON SULFATE (LB) LB 0.5600 526.40 0.000 0 087 SOIL AMENDMENT CY 33.8800 1,355.20 0.000 0 088 PACKET FERTILIZER EA 0.1100 583.00 0.000 0 089 PLANT (GROUP M) EA 2.2600 3,503.00 0.000 0 090 PLANT (GROUP A) EA 9.0400 14,825.60 0.000 0 091 PLANT (GROUP B) EA 22.5900 23,945.40 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 28,236.6900 28,236.69 0.040 1,129.47 0.390 11,012 093 PLANT ESTABLISHMENT WORK LS 20,330.4100 20,330.41 0.000 0 094 GRAVEL MULCH SQFT 1.4700 690.90 0.000 0 095 WOOD MULCH CY 45.1800 253,911.60 0.000 0 096 ROOT PROTECTOR EA 22.5900 23,945.40 0.000 0 097 CHECK AND TEST EXISTING IRRIGATION LS 1,694.2000 1,694.20 0.950 1,609 FACILITIES 098 OPERATE EXISTING IRRIGATION FACILITIES LS 16,942.0100 16,942.01 0.040 677.68 0.390 6,607 099 CONTROL AND NEUTRAL CONDUCTORS LS 55,089.7800 55,089.78 0.000 0 (ARMOR-CLAD) 100 1" REMOTE CONTROL VALVE EA 338.8400 1,355.36 0.000 0 101 1 1/2" REMOTE CONTROL VALVE EA 395.3100 12,254.61 0.000 0 102 2" REMOTE CONTROL VALVE EA 451.7900 1,355.37 0.000 0 103 2" WYE STRAINER ASSEMBLY EA 564.7300 7,341.49 0.000 0 104 24-32 STATION IRRIGATION CONTROLLER EA 22,589.3500 67,768.05 0.000 0 (WALL MOUNTED) 105 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.5100 4,202.40 0.000 0 106 3" BACKFLOW PREVENTER ASSEMBLY EA 4,066.0800 12,198.24 0.000 0 107 BACKFLOW PREVENTER BLANKET EA 169.4200 508.26 0.000 0 108 FLOW SENSOR EA 564.7300 1,694.19 0.000 0 109 POP-UP SPRINKLER ASSEMBLY EA 62.1200 10,560.40 0.000 0 110 ROOT WATERING BUBBLER ASSEMBLY (12) EA 56.4700 6,776.40 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 111 ROOT WATERING BUBBLER ASSEMBLY (20) EA 56.4700 93,175.50 0.000 0 112 ROOT WATERING BUBBLER ASSEMBLY (36) EA 56.4700 32,187.90 0.000 0 113 3" GATE VALVE EA 677.6800 8,809.84 0.000 0 114 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3300 267,759.00 0.000 0 LINE) 115 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.7800 37,086.60 0.000 0 LINE) 116 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 56,910.00 0.000 0 (SUPPLY LINE) 117 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.3400 25,690.00 0.000 0 (SUPPLY LINE) 118 2" PLASTIC PIPE (SCHEDULE 40) LF 7.6800 96,768.00 0.000 0 (SUPPLY LINE) 119 3" PLASTIC PIPE (CLASS 315) LF 8.4700 65,473.10 0.000 0 (SUPPLY LINE) 120 PRESSURE REGULATING VALVE EA 1,129.4700 10,165.23 0.000 0 121 QUICK COUPLIING VALVE EA 338.8400 1,016.52 0.000 0 122 CHECK VALVE EA 225.8900 15,586.41 0.000 0 123 10" CORRUGATED STEEL PIPE CONDUIT LF 28.2400 16,379.20 61.000 1,722.64 494.000 13,950 (.064" THICK) 124 8" WELDED STEEL PIPE CONDUIT LF 262.0400 3,668.56 0.000 0 125 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 181,500.00 0.000 0 (SQFT) 126 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 133,200.00 0.000 0 127 HYDROMULCH SQFT 0.0400 8,880.00 0.000 0 128 FIBER ROLLS LF 2.8600 138,710.00 0.000 0 129 HYDROSEED SQFT 0.0600 13,320.00 0.000 0 130 COMPOST SQFT 0.1000 187,000.00 0.000 0 131 INCORPORATE MATERIALS SQFT 0.0300 56,100.00 0.000 0 132 CLASS 2 AGGREGATE BASE (CY) CY 48.9600 1,953,504.00 1,208.000 59,143.68 6,227.140 304,880 133 HOT MIX ASPHALT (TYPE A) TON 75.7700 7,425,460.00 36,491.780 2,764,982 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.8500 880,259.50 0.000 0 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1800 20,691.00 0.000 0 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 543.40 0.000 0 137 TACK COAT TON 459.7700 73,563.20 6.060 2,786 PROGRAM CAS145 PAGE 6 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 138 CONTINUOUSLY REINFORCED CONCRETE CY 241.1800 7,573,052.00 703.110 169,576.07 22,238.390 5,363,454 PAVEMENT 139 JOINTED PLAIN CONCRETE PAVEMENT CY 254.7700 5,681,371.00 1,861.020 474,132.07 6,583.430 1,677,260 140 DOWEL BAR (DRILL AND BOND) EA 34.6900 16,304.30 0.000 0 141 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3200 188,239.36 0.000 0 (F) LOCATION A 142 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2600 563,368.06 13,331.000 563,368 (F) LOCATION B 143 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2700 441,806.04 9,929.400 419,715.74 9,929.400 419,715 (F) LOCATION C 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 85.3900 4,184.11 49.000 4,184 PILING 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 94.1200 2,593,100.12 19,246.750 1,811,504 PILING 146 30" CAST-IN-DRILLED-HOLE CONCRETE LF 149.8000 447,902.00 0.000 0 PILING 147 60" CAST-IN-DRILLED-HOLE CONCRETE LF 600.2000 216,072.00 360.000 216,072 PILING 148 66" CAST-IN-DRILLED-HOLE CONCRETE LF 832.5100 1,778,241.36 1,463.000 1,217,962 PILING 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.9200 370,239.12 945.850 322,459 (F) 153 STRUCTURAL CONCRETE, WALL COPING CY 1,813.5300 79,795.32 0.000 0 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 493.1400 3,084,097.56 1,295.600 638,912.18 3,889.130 1,917,885 (F) 155 STRUCTURAL CONCRETE, GRAVITY WALL CY 422.0400 311,887.56 86.400 36,464.26 86.400 36,464 (F) 156 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 694.0900 2,106,563.15 0.000 0 (F) FIBER) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 433.3300 1,620,654.20 325.000 140,832.25 2,803.980 1,215,048 (F) 159 STRUCTURAL CONCRETE, BARRIER SLAB CY 568.6700 533,981.13 217.540 123,708.47 294.840 167,666 (F) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0700 416,481.34 0.000 0 (F) (TYPE N) 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.7700 113,211.65 0.000 0 (F) (TYPE N MODIFIED) 162 STRUCTURAL CONCRETE, DEADMAN ANCHOR CY 700.2200 91,028.60 25.400 17,785.59 25.400 17,785 (F) 163 TEMPORARY INLET EA 7,370.6900 29,482.76 5.000 36,853 164 STRUCTURAL CONCRETE, CRASH WALL CY 422.2300 2,206,996.21 0.000 0 (F) 165 MINOR CONCRETE CY 716.6000 283,773.60 0.000 0 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 1,372.1200 780,736.28 18.710 25,672.37 365.560 501,592 (F) 167 MINOR CONCRETE (BACKFILL) CY 283.4900 153,084.60 492.670 139,667 (F) 168 WESTERN BASALT TEXTURE SQFT 19.8900 704,802.15 3,496.700 69,549.36 25,599.700 509,178 (F) PROGRAM CAS145 PAGE 7 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,810.8500 288,108.50 10.000 288,108 WIDE FLANGE GIRDER (80'-90') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,211.2500 1,117,816.25 37.000 1,117,816 WIDE FLANGE GIRDER (90'-100') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,617.6900 276,941.52 8.000 276,941 WIDE FLANGE GIRDER (110'-120') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,759.5400 937,469.42 23.000 937,469 WIDE FLANGE GIRDER (120'-130') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 51,591.5300 1,031,830.60 20.000 1,031,830 WIDE FLANGE GIRDER (150'-160') 174 ERECT PRECAST PRESTRESSED CONCRETE EA 10,582.1500 1,037,050.70 12.000 126,985.80 24.000 253,971 (F) GIRDER 175 JOINT SEAL (MR 1 1/2") LF 78.1700 23,685.51 0.000 0 176 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 307.0900 26,409.74 0.000 0 177 JOINT SEAL ASSEMBLY (MR 3") LF 307.0900 26,409.74 0.000 0 178 JOINT SEAL (MR 2") LF 100.5000 28,542.00 0.000 0 179 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 3,467,361.39 342,853.220 421,709.46 1,892,882.700 2,328,245 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0700 809,119.02 43,966.440 47,044.09 634,549.720 678,968 (F) 181 BAR REINFORCING STEEL (WALL COPING) LB 1.0100 6,477.13 0.000 0 (F) 182 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.1700 31,167.63 3,133.000 3,665.61 3,133.000 3,665 (F) 183 BAR REINFORCING STEEL (CRASH WALL) LB 0.9500 1,515,211.05 0.000 0 (F) 185 HEADED BAR REINFORCEMENT EA 3.3500 529.30 16.000 53.60 16.000 53 (F) 186 BAR REINFORCING STEEL (DEADMAN ANCHOR) LB 1.1200 18,902.24 3,364.810 3,768.59 3,364.810 3,768 (F) 187 STRUCTURAL STEEL (BRIDGE) LB 6.7000 75,656.40 1,867.200 12,510 (F) 188 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.5600 109,440.00 0.000 0 189 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.9200 22,080.00 0.000 0 190 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4400 553,840.00 0.000 0 191 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 46,690.00 0.000 0 192 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 19.0300 11,418.00 0.000 0 WITHOUT WALKWAY) 193 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6100 2,766.00 0.000 0 WITHOUT WALKWAY) 194 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.9100 100,395.20 0.000 0 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 3,689.60 0.000 0 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 1,454.40 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 3,305.90 0.000 0 (0.080"-FRAMED) 198 METAL BARRIER MOUNTED SIGN LB 18.9300 32,938.20 0.000 0 199 ROADSIDE SIGN - ONE POST EA 354.8600 19,162.44 0.000 0 200 ROADSIDE SIGN - TWO POSTS EA 1,123.7300 11,237.30 0.000 0 201 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.0300 3,672.81 0.000 0 METHOD) 202 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.2300 2,584.40 0.000 0 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 5,188.50 0.000 0 (0.063"-UNFRAMED) FOR TYPE XI 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 2,060.40 0.000 0 (0.080"-UNFRAMED) FOR TYPE XI 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.8400 1,266.84 0.000 0 (0.063"-FRAMED) FOR TYPE XI 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 9,154.80 0.000 0 (0.080"-FRAMED) FOR TYPE XI 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7300 4,824.60 0.000 0 208 SOUND WALL (MASONARY BLOCK) SQFT 24.7500 436,936.50 15,693.000 388,401 (F) 210 PREPARE AND STAIN CONCRETE SQFT 3.4200 69,063.48 0.000 0 211 ANTI-GRAFFITI COATING SQFT 0.8500 224,136.50 0.000 0 (F) 212 18" ALTERNATIVE PIPE CULVERT LF 93.1700 62,423.90 45.000 4,192.65 385.000 35,870 213 24" ALTERNATIVE PIPE CULVERT LF 108.2400 898,392.00 927.400 100,381.78 3,219.400 348,467 214 30" ALTERNATIVE PIPE CULVERT LF 131.9700 320,687.10 1,950.000 257,341 215 36" ALTERNATIVE PIPE CULVERT LF 150.3000 586,170.00 0.000 0 217 18" REINFORCED CONCRETE PIPE LF 100.9700 228,192.20 185.000 18,679.45 1,691.000 170,740 218 24" REINFORCED CONCRETE PIPE LF 117.2500 111,387.50 862.000 101,069 219 36" REINFORCED CONCRETE PIPE LF 212.1900 1,294,359.00 3,146.500 667,655 220 42" REINFORCED CONCRETE PIPE LF 245.0500 225,446.00 920.000 225,446 221 48" REINFORCED CONCRETE PIPE LF 350.0300 52,504.50 136.000 47,604 222 30" REINFORCED CONCRETE PIPE LF 150.2200 178,761.80 1,304.000 195,886 223 JACK AND BORE 24" REINFORCED CONCRETE LF 678.2100 162,770.40 246.000 166,839 PIPE 224 JACK AND BORE 36" REINFORCED CONCRETE LF 1,134.3200 136,118.40 120.000 136,118 PIPE 225 GEOCOMPOSITE DRAIN SQFT 3.8100 53,911.50 10,467.000 39,879 (F) PROGRAM CAS145 PAGE 9 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 227 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.6800 30,647.20 0.000 0 (.064" THICK) 228 18" STEEL FLARED END SECTION EA 1,020.5600 3,061.68 0.000 0 229 18" CONCRETE FLARED END SECTION EA 1,757.6200 1,757.62 0.000 0 230 24" CONCRETE FLARED END SECTION EA 1,871.0200 7,484.08 0.000 0 231 36" CONCRETE FLARED END SECTION EA 3,231.7600 3,231.76 0.000 0 232 42" CONCRETE FLARED END SECTION EA 4,309.0200 12,927.06 0.000 0 233 24" ALTERNATIVE FLARED END SECTION EA 1,247.3500 1,247.35 0.000 0 234 36" PRECAST CONCRETE PIPE INLET LF 589.6600 2,948.30 0.000 0 236 ROCK SLOPE PROTECTION CY 284.1800 65,361.40 0.000 0 (FACING, METHOD B) (CY) 237 CONCRETE (CONCRETE APRON) CY 947.6500 37,906.00 0.000 0 238 SLOPE PAVING (CONCRETE) CY 1,031.8800 43,338.96 0.000 0 239 SLOPE PAVING (CONCRETE) (STAMPED SQFT 15.4600 217,012.02 0.000 0 (F) FRACTURED ROCK TEXTURE) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6700 3,231.90 0.000 0 241 MINOR CONCRETE (CURB) (CY) CY 860.1000 12,901.50 14.430 12,411 242 MINOR CONCRETE (PCC DIKE) CY 596.3600 83,490.40 0.000 0 243 MINOR CONCRETE (GUTTER)(LF) LF 44.2800 131,378.76 0.000 0 244 MINOR CONCRETE (MISCELLANEOUS CY 886.2100 5,317.26 0.000 0 CONSTRUCTION) 245 MINOR CONCRETE (CURB AND GUTTER) CY 863.3000 8,633.00 0.000 0 247 MINOR CONCRETE (TEXTURED PAVING) TYPE 1- CY 744.7900 789,477.40 0.000 0 FRACTURED ROCK PATTERN 248 MINOR CONCRETE (TEXTURED PAVING) TYPE 2- CY 715.1500 157,333.00 0.000 0 RIVER STONE PATTERN, NOINTEGRAL COLOR 249 MINOR CONCRETE (TEXTURED PAVING) TYPE 3- CY 861.2700 198,092.10 0.000 0 RIVER STONE PATTERN, BURNT RED COLOR 250 MINOR CONCRETE (TEXTURED PAVING) TYPE 4- CY 740.9200 318,595.60 0.000 0 SMOOTH PATTERN 251 BOOSTER PUMP EA 13,553.6100 27,107.22 0.000 0 252 MISCELLANEOUS IRON AND STEEL LB 3.2700 169,958.25 5,736.000 18,756 (F) 253 MANHOLE FRAME AND COVER EA 1,814.3200 48,986.64 7.000 12,700 254 MISCELLANEOUS METAL (BRIDGE) LB 5.5800 9,301.86 1,143.000 6,377 (F) 255 MISCELLANEOUS METAL (TIE ROD) LF 35.7300 121,374.81 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 256 18" REINFORCED CONCRETE PIPE LF 132.8700 259,096.50 0.000 0 (HIGH SPEED RAIL) 257 24" REINFORCED CONCRETE PIPE LF 113.0800 356,202.00 0.000 0 (HIGH SPEED RAIL) 258 36" REINFORCED CONCRETE PIPE LF 318.9000 6,378.00 0.000 0 (HIGH SPEED RAIL) 259 8" PVC PIPE (HIGH SPEED RAIL) LF 39.6900 9,922.50 0.000 0 260 MINOR CONCRETE (MINOR STRUCTURE) CY 1,703.1400 255,471.00 0.000 0 (HIGH SPEED RAIL) 261 PREPARED SUBGRADE (HIGH SPEED RAIL) CY 62.5000 1,487,500.00 0.000 0 262 DRAINAGE INLET (TYPE D) (FMFCD) EA 5,335.2900 96,035.22 0.800 4,268.23 7.500 40,014 263 DRAINAGE INLET (TYPE DD) (FMFCD) EA 7,947.6500 15,895.30 1.600 12,716.24 1.600 12,716 264 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,930.5700 13,513.99 3.200 6,177.82 4.000 7,722 265 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 4,765.7700 85,783.86 0.800 3,812.62 12.800 61,001 266 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 5,901.7300 23,606.92 3.600 21,246 267 MANHOLE (TYPE A - CASE 3) (FMFCD) EA 11,237.2300 56,186.15 0.800 8,989.78 5.300 59,557 270 FURNISH AND INSTALL 14" WATER MAIN(CITY) LF 196.7200 428,849.60 2,210.000 434,751 271 FURNISH AND INSTALL 16" DUCTILE IRON LF 197.8200 146,386.80 776.000 153,508 WATER MAIN IN STEEL CASING (CITY) 272 FURNISH AND INSTALL 24" STEEL CASING LF 1,066.8600 138,691.80 0.000 0 (CITY) 273 JACK AND BORE 28" STEEL CASING LF 793.9900 484,333.90 718.000 570,084 (0.50" THICK) (CITY) 274 JACK AND BORE 64" STEEL CASING LF 1,690.0200 2,501,229.60 960.000 1,622,419 (1" THICK) (CITY) 275 FURNISH AND INSTALL 8" SEWER MAIN(CITY) LF 75.0000 106,500.00 1,047.000 78,525 276 FURNISH AND INSTALL 10" SEWER MAIN(CITY) LF 85.2600 175,635.60 1,454.000 123,968 277 FURNISH AND INSTALL 45" SEWER MAIN(CITY) LF 708.9700 829,494.90 905.000 641,617 278 FURNISH AND INSTALL 6" SEWER SERVICE EA 1,911.8800 11,471.28 1.000 1,911 (CITY) 279 FURNISH AND INSTALL 8" FIRE SERVICE EA 9,238.7300 18,477.46 1.000 9,238 (WATER MAIN - CITY) 280 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 6,525.9200 123,992.48 12.400 80,921 281 CONSTRUCT 72" SPECIAL SEWER MANHOLE EA 25,876.4200 103,505.68 0.800 20,701 (CITY) 283 FURNISH AND INSTALL 1.5" WATER SERVICE EA 6,633.3300 19,899.99 3.280 21,757 AND METER BOX (CITY) 284 FURNISH AND INSTALL 2" WATER SERVICE EA 7,307.9000 7,307.90 0.000 0 AND METER BOX (CITY) 285 FURNISH AND INSTALL 4" WATER SERVICE EA 15,848.7700 15,848.77 0.000 0 AND METER BOX (CITY) PROGRAM CAS145 PAGE 11 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 286 FURNISH AND INSTALL FIRE HYDRANTS (CITY) EA 9,556.9300 86,012.37 5.500 52,563 287 REMOVE WATER MAINS (CITY) LF 20.9100 203,663.40 6,954.000 145,408 288 ABANDON WATER MAINS (CITY) LF 17.1100 26,349.40 651.000 11,138.61 651.000 11,138 289 ABANDON SEWER MAINS (CITY) LF 9.0000 16,380.00 0.000 0 290 REMOVE 45" SEWER MAINS (CITY) LF 123.7100 12,371.00 0.000 0 291 ABANDON SEWER HOUSE BRANCH (CITY) EA 652.2900 42,398.85 0.000 0 292 REMOVE SEWER MANHOLES (CITY) EA 2,699.1200 16,194.72 2.000 5,398 293 REMOVE FIRE HYDRANT (CITY) EA 1,367.1200 12,304.08 6.000 8,202 294 RELOCATE EXIST HOUSE BRANCH (CITY) EA 1,911.8800 3,823.76 0.000 0 295 ADJUST WATER VALVE LID TO GRADE (CITY) EA 336.8000 2,357.60 6.000 2,020 296 CONCRETE MASONRY WALL (CITY) SQFT 37.2400 31,654.00 0.000 0 297 CONCRETE VALLEY GUTTER (CITY) CY 512.0100 56,321.10 28.000 14,336 298 CURB (CITY) CY 755.6000 83,116.00 0.000 0 299 CURB AND GUTTER (CITY) CY 452.9000 240,037.00 140.670 63,709 300 CURB RAMP (CITY) CY 889.0000 36,449.00 1.500 1,333.50 11.750 10,445 301 DETECTABLE WARNING SURFACE (CITY) SQFT 39.1400 16,438.80 28.500 1,115.49 307.500 12,035 302 DRIVEWAY (CITY) CY 506.7500 101,350.00 59.200 29,999 303 SIDEWALK (CITY) CY 528.1500 411,957.00 138.060 72,916 304 TEXTURED PAVING (CITY) CY 951.4500 19,980.45 0.000 0 305 REMOVE BRICK WALL (CITY) LF 340.8500 23,859.50 70.000 23,859 306 REMOVE CONCRETE (CITY) CY 80.7200 62,961.60 10.650 859.67 630.930 50,928 307 REMOVE CONCRETE WALL (CITY) LF 34.0900 10,908.80 320.000 10,908 308 REMOVE RET WALL (CITY) LF 90.8900 43,627.20 355.000 32,265 309 30" REINFORCED CONCRETE PIPE (RUBBER LF 159.4600 65,378.60 416.000 66,335 GASKET JOINT) (FID) 310 36" REINFORCED CONCRETE PIPE (RUBBER LF 205.1000 69,734.00 376.000 77,117 GASKET JOINT) (FID) 311 42" REINFORCED CONCRETE PIPE (RUBBER LF 510.2800 147,981.20 297.500 151,808 GASKET JOINT) (FID) 312 60" CONCRETE STAND PIPE (FID) LF 1,050.0700 14,700.98 31.650 33,234 PROGRAM CAS145 PAGE 12 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 314 60" STEEL CASING (0.844" THICKNESS)(FID) LF 1,572.2100 455,940.90 282.000 443,363 315 ABANDON CULVERT (FID) LF 10.2100 10,618.40 0.000 0 317 REGULATION BOX (FID) EA 48,759.9700 48,759.97 1.000 48,759 318 REMOVE CULVERT (FID) LF 119.0700 9,049.32 473.000 56,320 319 REMOVE EXIST REGULATION BOX (FID) EA 2,267.9100 2,267.91 1.000 2,267 320 T-VENT PIPE (FID) EA 3,401.8600 6,803.72 2.000 6,803 323 4" PLASTIC CONDUIT (AT&T) LF 67.5400 925,298.00 8,127.000 548,897 324 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 38,920.1300 311,361.04 5.000 194,600 325 BARREL VAULT (AT&T) EA 5,061.8800 5,061.88 0.000 0 332 CHAIN LINK RAILING (TYPE 3L MODIFIED) LF 223.8400 313,376.00 0.000 0 333 CHAIN LINK FENCE (TYPE CL-6) LF 12.8100 149,877.00 0.000 0 334 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 205.7800 291,796.04 0.000 0 335 SECURITY FENCE (TYPE SF-8) LF 225.3200 51,823.60 0.000 0 336 6' SECURITY GATE (TYPE SF-7) EA 2,663.5100 7,990.53 0.000 0 337 8' CHAIN LINK GATE (TYPE CL-6) EA 1,163.3100 16,286.34 0.000 0 338 DELINEATOR (CLASS 1) EA 55.3900 6,646.80 0.000 0 339 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0100 178,396.40 0.000 0 340 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 74.3500 110,038.00 0.000 0 342 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 103.3400 161,313.74 566.000 58,490.44 566.000 58,490 (F) 343 TUBULAR HANDRAILING LF 96.9900 8,535.12 0.000 0 (F) 344 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 299.9500 424,129.30 0.000 0 (F) 345 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 266.5400 69,566.94 0.000 0 (F) 346 CONCRETE BARRIER (TRANSITION) LF 325.2400 8,131.00 0.000 0 347 CABLE RAILING LF 33.3000 76,223.70 518.500 17,266 (F) 348 CHAIN LINK FENCE (TYPE CL-2.5,BW) LF 45.3800 546,239.06 0.000 0 349 EXTENSION ARM (BARBWIRE) LF 28.2200 39,056.48 0.000 0 350 TRANSITION RAILING (TYPE WB-31) EA 5,600.9600 78,413.44 0.000 0 PROGRAM CAS145 PAGE 13 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 351 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.1800 7,351.26 0.000 0 352 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,060.6900 44,667.59 0.000 0 353 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,220.5500 28,984.95 0.000 0 355 CONCRETE BARRIER (TYPE 60F) LF 290.3900 59,529.95 0.000 0 357 CONCRETE BARRIER (TYPE 60) LF 61.5600 781,812.00 0.000 0 359 CONCRETE BARRIER (TYPE 60C) LF 87.1200 724,838.40 0.000 0 360 CONCRETE BARRIER (TYPE 60D) LF 81.1300 83,726.16 0.000 0 361 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 219.6300 65,669.37 0.000 0 362 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 98.7300 678,176.37 0.000 0 363 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 162.6200 5,366.46 0.000 0 364 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.7600 332,115.44 492.000 56,953.92 492.000 56,953 (F) 365 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 48.7900 353,337.18 0.000 0 366 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 119.5000 90,820.00 0.000 0 (F) 367 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 225.6900 4,513.80 0.000 0 (F) 376 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 53,040.00 121,366.000 29,127 377 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0700 10,407.30 3,871.000 11,883 378 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0100 963.20 2,117.000 6,372 379 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0100 31,304.00 108.000 325.08 2,866.000 8,626 380 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,350.4800 17,350.48 0.186 3,227 SYSTEM ELEMENTS DURING CONSTRUCTION 381 SIGNAL AND LIGHTING (LOCATION 1) LS 216,153.3100 216,153.31 0.039 8,429.98 0.089 19,237 382 SIGNAL AND LIGHTING (LOCATION 2) LS 207,981.7900 207,981.79 0.000 0 383 SIGNAL AND LIGHTING CITY (LOCATION 1) LS 320,144.2100 320,144.21 0.165 52,823.79 0.182 58,266 384 SIGNAL AND LIGHTING CITY (LOCATION 2) LS 127,833.8100 127,833.81 0.000 0 385 SIGNAL AND LIGHTING CITY (LOCATION 3) LS 37,163.5900 37,163.59 0.946 35,156 386 SIGNAL AND LIGHTING CITY (LOCATION 4) LS 37,387.4800 37,387.48 0.947 35,405 387 SIGNAL AND LIGHTING CITY (LOCATION 5) LS 38,171.0500 38,171.05 0.910 34,735 388 SIGNAL AND LIGHTING STAGE 4 LS 773,831.0900 773,831.09 0.090 69,644 PROGRAM CAS145 PAGE 14 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 391 SIGNAL AND LIGHTING STAGE 2A LS 413,053.2000 413,053.20 0.942 389,096 392 CITY LIGHTING LS 468,126.9500 468,126.95 0.023 10,766.92 0.176 82,390 393 LIGHTING AND SIGN ILLUMINATION LS 433,985.7000 433,985.70 0.004 1,735.94 0.080 34,718 394 INTELLIGENT TRANSPORTATION SYSTEMS LS 2,312,985.9700 2,312,985.97 0.019 43,946.73 0.285 659,201 395 WEIGH-IN-MOTION SYSTEM LS 627,191.6200 627,191.62 0.013 8,153.49 0.023 14,425 396 REMOVE EXISTING ELECTRICAL SYSTEMS LS 107,237.1200 107,237.12 0.468 50,186 397 GROUNDING AND BONDING (STRUCTURES) LS 1,987,580.6500 1,987,580.65 0.013 25,838.55 0.083 164,969 398 WATER METER CHARGES LS 13,390.9300 13,390.93 0.000 0 399 IRRIGATION WATER SERVICE CHARGES LS 5,538.8300 5,538.83 0.000 0 401 TYPE II BARRICADE EA 158.3300 3,166.60 0.000 0 402 MODIFY MANHOLE EA 2,154.5100 10,772.55 4.500 9,695 403 CLEARING AND GRUBBING (LS) LS 793,058.1000 793,058.10 0.910 721,682 404 DEVELOP WATER SUPPLY LS 357,012.1700 357,012.17 0.450 160,655 405 PLACE HOT MIX ASPHALT SQYD 173.2900 693.16 170.000 29,459 (MISCELLANEOUS AREA) 406 INDIVIDUAL SLAB REINFORCEMENT (RSC) CY 1,057.9300 264,482.50 0.000 0 407 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 509.5400 514,635.40 0.000 0 408 16" CAST-IN-DRILLED HOLE CONCRETE PILING LF 68.3800 58,806.80 858.000 58,670 (SOUND WALL) 409 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 576.6600 6,343.26 0.000 0 (SIGN FOUNDATION) 410 36" CAST-IN-DRILLED-HOLE-CONCRETE PILE LF 720.8300 51,899.76 0.000 0 (SIGN FOUNDATION) 411 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 922.6600 202,985.20 0.000 0 (SIGN FOUNDATION) 412 TEMPORARY CULVERT (24" APC) LF 100.0500 31,015.50 238.000 23,811 413 TEMPORARY CULVERT (24" SLOTTED CSP) LF 130.6000 238,998.00 1,829.000 238,867 414 18" ALTERNATIVE FLARED END SECTION EA 1,133.9500 1,133.95 0.000 0 415 FURNISH AND INSTALL 64" STEEL CASING LF 1,687.2000 1,046,064.00 70.000 118,104 (CITY) 416 MODIFY SEWER MAIN DROP MANHOLE (CITY) EA 4,554.7800 13,664.34 1.000 4,554 417 MEDIAN ISLAND PAVING (CITY) CY 503.6000 443,168.00 0.000 0 418 FURNISH AND INSTALL 16" PVC WATER MAIN LF 285.0000 632,700.00 1,665.000 474,525 (CITY) PROGRAM CAS145 PAGE 15 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 420 REMOVE UTILITY VAULT (AT&T) EA 2,778.8900 100,040.04 0.000 0 421 ABANDON UTILITY VAULT (AT&T) EA 13,645.0200 13,645.02 0.000 0 422 REMOVE UTILITY CONDUIT (AT&T) LF 28.2700 384,472.00 0.000 0 424 MARKER EA 221.5500 886.20 0.000 0 425 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,789.0200 52,789.02 0.000 0 426 THERMOPLATIC PAVEMENT MARKING SQFT 5.4200 37,560.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 427 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 51,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 428 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 1,386.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 429 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 36,918.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 430 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 25,038.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 431 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 265.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 432 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 20,736.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 433 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,316.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 435 TABLET COMPUTERS EA 1,699.4100 25,491.15 15.000 25,491 436 TEMPORARY SHUTTLE SERVICE LS 243,821.9800 243,821.98 0.000 0 437 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.1800 961.40 0.000 0 438 REMOVE SEWER MAINS (CITY) LF 31.4900 51,643.60 85.000 2,676 439 ABANDON SEWER MANHOLES (CITY) EA 3,036.5200 6,073.04 2.000 6,073 440 2" POLYVINYL CHLORIDE CONDUIT (COMCAST) LF 9.4000 61,570.00 0.000 0 441 CHAIN LINK RAILING (MODIFIED) LF 89.9700 15,564.81 0.000 0 443 FURNISH NON POTABLE WATER MGAL 26.0300 1,561,800.00 0.000 0 444 TEMPORARY WOOD POLE (COMCAST) LS 29,954.3200 29,954.32 1.000 29,954 446 REMOVE UTILITY CONDUIT - ASBESTOS (AT&T) LF 41.8500 464,535.00 0.000 0 447 PROPOSED SCOPE REDUCTIONS LS -12,200,000.0000-12,200,000.00 0.000 0 PROGRAM CAS145 PAGE 16 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 02:19 PM ESTIMATE NO. 012 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 08/20/17 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,892,217.24 53,495,185.28 ADJUSTMENT OF COMPENSATION 0.00 24,652.02 EXTRA WORK 106,936.88 1,074,352.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,999,154.12 54,594,189.48 448 MOBILIZATION LS 11,396,418.6900 11,396,418.69 0.950 10,826,597 ORIGINAL CONTRACT AMOUNT 127,651,409.07 TOTAL WORK COMPLETED 4,999,154.12 65,420,787.24 MATERIALS ON HAND ON SITE 936,990.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -50,000.00 -113,601.00 TOTAL 4,949,154.12 66,244,176.92 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE 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 07/25/16 515 08/08/16 08/08/16 12/20/18 202 55 19 0 50% 38% PROGRESS IS SATISFACTORY FOSTER, DALLIA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/17