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 06/01/20 EST. NO. 044 TIME 02:47 PM R.E. NAME: NORRIS, AMY 05-330784 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0014 10,565.36 E.W. @ L.S.(+) 052620 N 918 0 036 0001 48,831.02 A.C. @ L.S.(+) 052620 N 936 0 037 0001 58,481.46 A.C. @ L.S.(+) 052620 N 0001 0 117,877.84 TOTAL THIS ESTIMATE 3,263,784.41 TOTAL PREVIOUS ESTIMATE 3,381,662.25 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 06/01/20 EST. NO. 044 TIME 02:47 PM R.E. NAME: NORRIS, AMY 05-330784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MULTIPLE SWPPP DOCS -331,626.90 005 SWPPP FAILURE-LEAKS -331,626.90 005 MULTIPLE SWPPP DOCS 331,253.90 006 SWPPP FAILURE-LEAKS 331,253.90 006 WPCP NON SUBMITTAL -765,222.38 007 FAILED TESTS -875.00 008 PERFORMANCE FAILURE -510,143.30 008 RESTAKING -10,845.00 008 RETESTS -1,114.72 008 WPCP NON SUBMIT RTN 765,222.38 008 DENSITY CORE -10,970.44 009 PERF FAILURE WH 25% -177,973.27 009 REL PERFORM WH 510,143.00 009 PERF FAIL WH %25 RTN 177,973.27 010 TESTING DISPUTE LOSS -557.36 010 DOCU SUBMIT WITHHOLD -10,000.00 012 SURVEY RESTAKE DEDUC -2,550.00 012 SWPP WITHHOLD -47,809.09 012 25% PERF FAILURE WH -281,097.49 013 COMPLIANCE TESTING D -2,000.00 014 HW-RELEASE EST13 SWP 281,097.49 014 HW-RELEASE EST12 SWP 47,809.09 014 OOC COMPACTION D -19,206.34 014 OOC CONCRETE D -1,050.00 014 WH-RELEASE EST12 CPM 10,000.00 014 DOC SUBMITTAL FAIL2 -20,000.00 015 SURVEY RESTAKE DEDUC -6,587.50 015 DOCU SUBMIT FAILURE -10,000.00 016 RESTAKING FEE -1,700.00 016 DOCU SUBMIT FAILURE -10,000.00 017 RETESTS -836.04 017 SURVEY RESTAKE -1,275.00 017 DOCU SUBMIT FAILURE -10,000.00 018 APR-JUNE WH RETURN 40,000.00 019 COMPACTION FAIL DED -2,843.75 019 CRCP NON COMP WH -1,650.25 019 FAILED HMA DEDUCT -21,284.17 019 RESTAKE DEDUCTION -11,262.50 019 SWPPP WH 5% -212,484.66 019 SWPPP FAIL WH -25% -1,207,739.69 020 SWPPP HW EST#19 212,484.66 021 SWPPP WH EST#20 1,207,739.69 021 DENSITY ADJ DEDUCT -971.99 022 MISS ANNUAL CEM-4401 -10,000.00 022 RECD ANNUAL CEM-4401 10,000.00 025 MISSED REL EST 19 10,000.00 037 SWPPP REL EST 6 CORR 746.00 042 PERF WH REL COR EST9 0.30 043 0.00 -97,580.06 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 011 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/01/20 EST. NO. 044 TIME 02:47 PM R.E. NAME: NORRIS, AMY 05-330784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD PAYROLLS EST 11 10,000.00 014 MISS PAYROLLS -2,000.00 016 RECD PAYROLLS #16 2,000.00 018 MISS PAYROLLS -10,000.00 032 MISS PAYROLLS -10,000.00 033 MISS PAYROLLS -8,000.00 034 MISS PAYROLLS -2,000.00 035 RECD PAYROLLS #32 10,000.00 035 MISS PAYROLLS -2,000.00 036 RECD PYRLS #33,34,35 20,000.00 036 MISS PAYROLLS -2,000.00 037 RECD PAYROLLS #36,37 4,000.00 038 MISS PAYROLLS -10,000.00 040 RECD PAYROLLS 10,000.00 042 0.00 0.00 TOTAL DEDUCTIONS 0.00 -97,580.06 PROGRAM CAS145 PAGE 1 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 LOCATION SEMI-FINAL ESTIMATE 05-SLO-46-46.0/50.2 ------------------- BROSAMER & WALL, INC NEAR SHANDON FROM 0.2 MILE EAST OF 1777 OAKLAND BOULEVARD STE300 MCMILLIAN CANYON ROAD TO 0.4 MILE WALNUT CREEK, CA 94596 WEST OF LUCY BROWN ROAD FED. AID NO. N O N E CONVERT TO 4-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 500,000.00 543.000 543,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 005 TRAFFIC CONTROL SYSTEM LS 37,700.0000 37,700.00 1.000 37,700 006 TYPE III BARRICADE EA 65.0000 1,365.00 21.000 1,365 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,725.00 1,468.000 3,670 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0500 141,750.00 96,689.510 101,523 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,200.00 40.000 1,600 010 TRAFFIC PLASTIC DRUM EA 40.0000 1,640.00 41.000 1,640 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 1.000 12,000 012 TEMPORARY RAILING (TYPE K) LF 9.7000 46,172.00 6,960.000 67,512 013 TEMPORARY CRASH CUSHION MODULE EA 430.0000 12,040.00 28.000 12,040 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 40,000.00 4.000 20,000 SYSTEM 015 JOB SITE MANAGEMENT LS 61,800.0000 61,800.00 1.000 61,800 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 35.000 17,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 12,000.00 8.000 2,400 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 020 MOVE-IN/MOVE-OUT EA 1,250.0000 7,500.00 9.000 11,250 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.4700 193,170.00 683,090.000 321,052 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 3.0500 46,665.00 3,672.000 11,199 PROGRAM CAS145 PAGE 2 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 5,120.00 33.000 5,280 024 TEMPORARY FIBER ROLL LF 2.1900 214,401.00 73,425.000 160,800 025 TEMPORARY LARGE SEDIMENT BARRIER LF 7.9000 349,180.00 33,606.000 265,487 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 31,000.00 5.000 15,500 027 STREET SWEEPING LS 45,300.0000 45,300.00 1.000 45,300 028 TEMPORARY CONCRETE WASHOUT LS 10,700.0000 10,700.00 1.000 10,700 029 TEMPORARY FENCE (TYPE ESA) LF 1.8200 5,787.60 2,869.000 5,221 030 WORK AREA MONITORING (BRIDGE) LS 15,100.0000 15,100.00 0.000 0 031 TREATED WOOD WASTE LB 0.5000 2,490.00 0.000 0 032 BIRD EXCLUSION DEVICES LS 16,100.0000 16,100.00 1.000 16,100 033 ABANDON CULVERT (EA) EA 910.0000 18,200.00 20.000 18,200 034 REMOVE FENCE LF 1.5000 63,900.00 43,502.000 65,253 035 REMOVE TRASH CONTAINER LID EA 72.0000 1,368.00 0.000 0 036 REMOVE GUARDRAIL LF 10.0000 6,700.00 670.000 6,700 037 REMOVE FLARED END SECTION EA 600.0000 5,400.00 9.000 5,400 038 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 1.000 1,500 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 21,800.00 12,069.000 2,413 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 2,650.00 84.000 210 041 REMOVE PAVEMENT MARKER EA 0.5000 1,950.00 3,494.000 1,747 042 REMOVE ROADSIDE SIGN EA 200.0000 400.00 5.000 1,000 043 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 22.0000 8,580.00 380.600 8,373 044 REMOVE CULVERT (LF) LF 23.0000 89,700.00 3,720.600 85,573 045 REMOVE INLET EA 390.0000 3,900.00 10.000 3,900 046 REMOVE HEADWALL EA 570.0000 17,100.00 32.000 18,240 047 REMOVE ROCK SLOPE PROTECTION (CY) CY 9.4000 66,082.00 7,030.000 66,082 048 RECONSTRUCT PRECAST CONCRETE SPLIT LF 110.0000 880.00 0.000 0 RAIL FENCE 049 RELOCATE GATE EA 600.0000 600.00 1.000 600 PROGRAM CAS145 PAGE 3 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE BOULDER EA 510.0000 2,550.00 5.000 2,550 051 RELOCATE ROADSIDE SIGN EA 230.0000 12,420.00 45.000 10,350 052 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 19,660.00 5,875.900 11,751 054 REMOVE CONCRETE (STRUCTURE) CY 280.0000 21,280.00 76.000 21,280 055 SAND BACKFILL CY 33.0000 7,260.00 209.000 6,897 056 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000 057 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 1.000 300,000 058 DEVELOP WATER SUPPLY LS 230,000.0000 230,000.00 1.000 230,000 059 DUST PALLIATIVE LS 75,400.0000 75,400.00 1.000 75,400 060 ROADWAY EXCAVATION CY 6.5000 4,972,500.00 805,908.000 5,238,402 061 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 42,526.00 1,933.000 42,526 (F) 062 STRUCTURE BACKFILL (BRIDGE) CY 58.0000 100,340.00 1,730.000 100,340 (F) 063 STRUCTURE BACKFILL (SLURRY CEMENT) CY 140.0000 12,040.00 86.000 12,040 (F) 064 ROADSIDE CLEARING LS 14,500.0000 14,500.00 1.000 14,500 065 ROCK BLANKET SQFT 35.0000 29,050.00 830.000 29,050 066 SOIL AMENDMENT CY 100.0000 600.00 9.200 920 067 ORGANIC FERTILIZER LB 6.0000 156.00 41.000 246 068 PLANT (GROUP A) EA 10.0000 720.00 150.000 1,500 069 PLANT (GROUP U) EA 120.0000 3,480.00 29.000 3,480 070 WOOD MULCH CY 75.0000 21,750.00 290.000 21,750 071 ROOT PROTECTOR EA 105.0000 11,550.00 179.000 18,795 072 ENTRY SIGN STRUCTURE EA 3,500.0000 3,500.00 1.000 3,500 073 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 1.000 2,500 FACILITIES 074 TREE WELL SPRINKLER ASSEMBLY EA 20.5000 615.00 34.000 697 075 POP-UP SPRINKLER ASSEMBLY EA 35.0000 35.00 1.000 35 076 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 1,980.00 300.000 2,700 (F) LINE) PROGRAM CAS145 PAGE 4 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 640.00 82.000 820 (F) (SUPPLY LINE) 078 4"SCHEDULE 40 PVC PIPE CONDUIT LF 81.0000 648.00 8.000 648 079 2" WELDED STEEL PIPE CONDUIT LF 35.0000 3,850.00 104.900 3,671 080 PRECAST CONCRETE BENCH EA 2,300.0000 4,600.00 2.000 4,600 081 PRECAST CONCRETE PICNIC TABLE EA 4,000.0000 4,000.00 1.000 4,000 082 PRECAST CONCRETE SPLIT RAIL FENCE LF 39.0000 10,530.00 265.000 10,335 083 PREFABRICATED TRASH CONTAINER LID EA 640.0000 8,320.00 0.000 0 084 PREFABRICATED RECYCLE CONTAINER LID EA 740.0000 4,440.00 0.000 0 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,250.0000 7,500.00 7.000 8,750 086 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.3500 191,100.00 574,665.000 201,132 087 HYDROMULCH SQFT 0.0200 34,000.00 2,041,860.000 40,837 088 COMPOST SOCK LF 4.1000 14,063.00 2,608.000 10,692 089 COMPOST BERM LF 4.9100 48,952.70 8,504.000 41,754 090 STRAW SQFT 0.0200 34,000.00 2,041,860.000 40,837 091 HYDROSEED SQFT 0.0500 221,000.00 4,868,085.000 243,404 092 COMPOST (CY) CY 34.4600 995,894.00 0.000 0 093 INCORPORATE MATERIALS SQFT 0.0200 13,940.00 697,000.000 13,940 094 CLASS 1 AGGREGATE SUBBASE CY 24.0000 2,736,000.00 127,697.860 3,064,748 095 CLASS 2 AGGREGATE BASE (CY) CY 43.0000 468,700.00 11,169.000 480,267 096 LEAN CONCRETE BASE CY 130.0000 58,500.00 501.000 65,130 097 HOT MIX ASPHALT (TYPE A) TON 70.0000 3,465,000.00 44,658.630 3,126,104 098 SHOULDER RUMBLE STRIP STA 35.0000 5,950.00 113.390 3,968 (HMA,GROUND-IN INDENTATIONS) 099 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 5,760.00 296.000 888 101 PLACE HOT MIX ASPHALT SQYD 20.0000 280.00 0.000 0 (MISCELLANEOUS AREA) 102 TACK COAT TON 660.0000 7,920.00 18.220 12,025 103 CONTINUOUSLY REINFORCED CONCRETE CY 153.0000 9,149,400.00 59,765.250 9,144,083 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SHOULDER RUMBLE STRIP STA 130.0000 96,200.00 656.430 85,335 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 105 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.3000 1,219.00 227.000 1,203 106 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 192,010.00 5,475.500 191,642 107 DRIVE STEEL PILE (HP 10 X 57) EA 1,700.0000 316,200.00 186.000 316,200 108 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 61,250.00 245.000 61,250 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 630.0000 1,359,540.00 2,158.000 1,359,540 (F) 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 119,900.00 218.000 119,900 (F) (TYPE N MODIFIED) 112 STRUCTURAL CONCRETE, BOX CULVERT CY 460.0000 1,830,800.00 3,980.000 1,830,800 (F) 113 PRECAST CONCRETE,BOX CULVERT LF 960.0000 163,200.00 170.000 163,200 114 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 220,000.00 98.920 197,840 115 TEMPORARY DRAINAGE INLET CY 2,500.0000 8,250.00 2.300 5,750 116 TEMPORARY JUNCTION STRUCTURE CY 2,100.0000 12,600.00 6.000 12,600 117 JOINT SEAL (MR 1 1/2") LF 55.0000 11,000.00 183.000 10,065 118 JOINT SEAL (MR 2") LF 54.0000 9,720.00 180.000 9,720 119 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 357,737.10 511,053.000 357,737 (F) 120 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7600 648,143.96 852,821.000 648,143 (F) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.3000 365.20 43.400 360 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE 1X) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8000 1,848.00 20.000 176 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE 1X) 123 ROADSIDE SIGN - ONE POST EA 230.0000 16,100.00 74.000 17,020 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.3000 1,992.00 230.350 1,911 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8000 6,600.00 754.500 6,639 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 126 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 7.0000 6,860.00 984.850 6,893 127 BAT HABITAT EA 2,200.0000 8,800.00 4.000 8,800 (F) PROGRAM CAS145 PAGE 6 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 CONCRETE STAINING SQYD 15.0000 34,650.00 3,301.730 49,525 129 12" ALTERNATIVE PIPE CULVERT LF 87.0000 7,047.00 81.000 7,047 130 18" ALTERNATIVE PIPE CULVERT LF 50.0000 38,500.00 760.300 38,015 131 24" ALTERNATIVE PIPE CULVERT LF 51.0000 148,920.00 2,984.100 152,189 132 30" ALTERNATIVE PIPE CULVERT LF 73.0000 18,250.00 269.200 19,651 133 36" ALTERNATIVE PIPE CULVERT LF 83.0000 8,300.00 100.000 8,300 134 48" ALTERNATIVE PIPE CULVERT LF 130.0000 54,600.00 420.000 54,600 135 CONCRETE BACKFILL (PIPE TRENCH) CY 140.0000 13,300.00 89.200 12,488 136 12" TEMPORARY CULVERT LF 43.0000 12,040.00 33.000 1,419 137 18" TEMPORARY CULVERT LF 50.0000 32,000.00 308.000 15,400 138 24" TEMPORARY CULVERT LF 62.0000 6,200.00 118.000 7,316 139 36" REINFORCED CONCRETE PIPE LF 130.0000 187,200.00 1,437.000 186,810 140 42" REINFORCED CONCRETE PIPE LF 160.0000 153,600.00 951.200 152,192 141 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 1,804.00 40.300 1,773 (.079" THICK) 142 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 46.0000 9,200.00 191.600 8,813 (.079" THICK) 143 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 62.0000 10,540.00 163.800 10,155 (.138" THICK) 144 12" ENTRANCE TAPER EA 430.0000 2,150.00 5.000 2,150 145 12" DOWNDRAIN SLIP JOINT EA 310.0000 1,550.00 5.000 1,550 146 12" ANCHOR ASSEMBLY EA 430.0000 2,150.00 5.000 2,150 147 DRAINAGE INLET MARKER EA 150.0000 1,200.00 9.000 1,350 148 36" CORRUGATED STEEL PIPE INLET LF 260.0000 5,720.00 21.400 5,564 (.138" THICK) 149 18" CORRUGATED STEEL PIPE ENERGY EA 490.0000 1,470.00 3.000 1,470 DISSIPATOR (.064" THICK) 150 24" CORRUGATED STEEL PIPE ENERGY EA 540.0000 1,080.00 2.000 1,080 DISSIPATOR (.064" THICK) 151 6" WELDED STEEL PIPE (.134" THICK) LF 50.0000 6,000.00 111.900 5,595 152 10" WELDED STEEL PIPE (.250" THICK) LF 60.0000 35,400.00 587.300 35,238 153 16"WELDED STEEL PIPE (.250"THICK) LF 80.0000 62,400.00 790.500 63,240 154 12" ALTERNATIVE FLARED END SECTION EA 320.0000 1,280.00 4.000 1,280 PROGRAM CAS145 PAGE 7 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 18" ALTERNATIVE FLARED END SECTION EA 370.0000 1,480.00 3.000 1,110 156 24" ALTERNATIVE FLARED END SECTION EA 610.0000 8,540.00 14.000 8,540 157 30" ALTERNATIVE FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300 158 36" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 159 ROCK SLOPE PROTECTION (2T, METHOD A) CY 85.0000 1,436,500.00 16,900.000 1,436,500 160 ROCK SLOPE PROTECTION (1T, METHOD A) CY 70.0000 819,000.00 11,700.000 819,000 161 ROCK SLOPE PROTECTION CY 82.0000 774,900.00 9,450.000 774,900 (1/4 T, METHOD B) (CY) 162 ROCK SLOPE PROTECTION CY 89.0000 474,370.00 5,768.380 513,385 (LIGHT, METHOD B) (CY) 163 ROCK SLOPE PROTECTION CY 94.0000 285,760.00 3,040.000 285,760 (NO. 3, METHOD B) (CY) 164 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 95.0000 612,750.00 6,443.500 612,132 (CY) 165 CONCRETE (DITCH LINING) CY 500.0000 80,000.00 147.800 73,900 166 CONCRETE (CONCRETE APRON) CY 550.0000 52,250.00 94.500 51,975 167 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 14,730.00 10,072.680 15,109 168 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.0000 34,600.00 17,282.000 34,564 169 MINOR CONCRETE (CURB) (LF) LF 60.0000 43,800.00 969.800 58,188 170 MINOR CONCRETE(PCC DIKE,TYPE D) LF 60.0000 12,600.00 204.000 12,240 171 MINOR CONCRETE(PCC DIKE,TYPE E) LF 40.0000 256,800.00 6,409.100 256,364 172 MINOR CONCRETE(PCC DIKE,TYPE F) LF 60.0000 300.00 5.000 300 173 MINOR CONCRETE (GUTTER) (CY) CY 800.0000 3,440.00 4.300 3,440 174 MINOR CONCRETE (HIGH SIDE SUPER DITCH) CY 1,000.0000 76,000.00 107.730 107,730 175 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 144,000.00 176.300 141,040 CONSTRUCTION) 176 MISCELLANEOUS IRON AND STEEL LB 1.7000 19,084.20 11,300.000 19,210 (F) 177 MISCELLANEOUS METAL (BRIDGE) LB 9.1000 13,258.70 1,457.000 13,258 (F) 178 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 18,470.00 1,847.000 18,470 (F) 179 TEMPORARY FRAME AND GRATE LB 2.1000 1,617.00 526.000 1,104 180 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 3.7500 142,125.00 41,956.000 157,335 181 FENCE (TYPE WM, MODIFIED) LF 8.2500 113,025.00 13,447.500 110,941 PROGRAM CAS145 PAGE 8 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 20.0000 1,840.00 131.000 2,620 183 8' WIRE MESH GATE EA 125.0000 1,000.00 8.000 1,000 184 SURVEY MONUMENT (TYPE A) EA 450.0000 9,000.00 20.000 9,000 185 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 140.000 5,600 186 MILEPOST MARKER EA 60.0000 600.00 10.000 600 187 OBJECT MARKER (TYPE P) EA 70.0000 280.00 4.000 280 188 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 5,400.00 200.000 6,000 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 53,300.00 851.100 55,321 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 CABLE RAILING LF 30.0000 28,800.00 1,051.500 31,545 192 TRANSITION RAILING (TYPE WB-31) EA 3,300.0000 13,200.00 4.000 13,200 193 RAIL TENSIONING ASSEMBLY EA 700.0000 1,400.00 2.000 1,400 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 1.000 700 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 3.000 7,500 196 ALTERNATIVE CRASH CUSHION SYSTEM EA 7,500.0000 15,000.00 2.000 15,000 197 CALIFORNIA ST-70 BRIDGE RAIL LF 360.0000 351,360.00 976.000 351,360 (F) (MODIFIED) 198 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 29,184.00 3,439.000 1,306 199 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 625.00 94,768.000 47,384 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 6,376.50 9,629.000 6,258 201 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 12,210.00 3,946.000 11,838 202 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 12,725.00 52,091.000 13,022 (BROKEN 36-12) 203 PAINTED STALL LINES AND PAVEMENT SQFT 2.5500 2,065.50 810.000 2,065 MARKINGS 204 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 8,843.00 627.000 1,159 205 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 11,080.00 4,902.000 9,804 206 LIGHTING LS 95,000.0000 95,000.00 1.000 95,000 207 INDUCTIVE LOOP DETECTOR (LS) LS 25,100.0000 25,100.00 1.000 25,100 208 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 60.0000 13,200.00 225.000 13,500 (STEEL POST) PROGRAM CAS145 PAGE 10 DATE 06/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:47 PM ESTIMATE NO. 044 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/17/19 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 06/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 37,482,840.58 ADJUSTMENT OF COMPENSATION 107,312.48 487,764.29 EXTRA WORK 10,565.36 2,893,897.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 117,877.84 40,864,502.83 210 MOBILIZATION LS 4,100,097.5400 4,100,097.54 1.000 4,100,097 ORIGINAL CONTRACT AMOUNT 42,370,788.00 TOTAL WORK COMPLETED 117,877.84 44,964,600.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -97,580.06 TOTAL 117,877.84 44,867,020.31 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/25/16 500 07/05/16 07/05/16 06/17/19 543 201 43 0 100% 100% NORRIS, AMY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/01/20