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 02/23/21 EST. NO. 013 TIME 08:25 AM R.E. NAME: SCHRAM, DARRYL 04-1J5694 --------------------------------------------------------------------------- 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 0367 2,445.65 E.W. @ F.A.(+) 011821 N FEB001 0368 2,335.94 011921 N FEB002 0369 2,609.81 012021 N FEB003 0370 2,523.47 012121 N FEB004 0371 2,206.92 012221 N FEB005 0372 2,442.64 012521 N FEB006 0373 2,116.74 012621 N FEB007 0374 1,560.61 012721 N FEB008 0375 1,958.11 012921 N FEB009 0376 594.19 012521 N FEB017 0377 2,009.78 020221 N FEB018 0378 7,095.00 012021 N FEB019 0379 2,496.18 020121 N FEB010 0380 2,330.10 020221 N FEB011 0381 2,212.16 020321 N FEB012 0382 2,344.14 020421 N FEB013 0383 2,566.72 020521 N FEB014 0384 762.65 020321 N FEB015 0385 762.65 020421 N FEB016 0386 373.90 012821 N FEB020 0387 1,143.25 020521 N FEB021 0388 589.53 020921 N FEB022 003 0012 300.00 E.W. @ F.A.(+) 013121 N FEB023 017 0015 93,638.00 E.W. @ U.P (+) 020821 N FEB024 0016 22,396.00 021321 N FEB039 028 0002 698.60 E.W. @ U.P (+) 020421 N FEB025 031 0162 1,000.20 E.W. @ F.A.(+) 010821 N FEB028 0163 1,095.73 011121 N FEB029 0164 7,021.07 010521 N FEB030 0165 24,446.38 010621 N FEB031 0166 19,422.01 011221 N FEB032 0167 5,750.87 011421 N FEB033 0168 4,769.17 011921 N FEB034 0169 7,984.72 012521 N FEB035 0170 736.60 012021 N FEB036 0171 743.14 012921 N FEB037 0172 2,171.95 121020 N FEB038 032 0219 3,069.56 E.W. @ F.A.(+) 011821 N FEB040 0220 318.40 012021 N FEB041 0221 318.40 012021 N FEB042 0222 742.91 012121 N FEB043 0223 1,061.34 012121 N FEB044 0224 3,865.21 012121 N FEB045 0225 2,135.23 012221 N FEB046 0226 3,811.50 012421 N FEB048 0227 2,308.22 012521 N FEB051 0228 315.13 012721 N FEB053 0229 1,705.00 020221 N FEB056 0230 3,312.38 021021 N FEB059 0231 1,456.66 012821 N FEB054 0232 4,023.25 012521 N FEB050 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 02/23/21 EST. NO. 013 TIME 08:25 AM R.E. NAME: SCHRAM, DARRYL 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0233 8,655.59 011821 N FEB060 0234 420.02 011821 N FEB061 0235 508.59 012021 N FEB062 0236 268.35 012121 N FEB063 0237 687.48 012521 N FEB065 0238 420.02 012221 N FEB064 0239 377.07 012621 N FEB066 0240 381.64 012821 N FEB067 0241 265.75 012421 N FEB049 0242 1,021.26 020221 N FEB055 0243 342.47 020321 N FEB057 0244 2,541.00 012221 N FEB047 0245 3,493.88 012721 N FEB052 0246 4,203.70 020421 N FEB058 037 0108 1,394.39 E.W. @ F.A.(+) 121020 N JAN049 0109 1,139.73 121420 N JAN050 0110 1,139.73 121520 N JAN051 0111 313.64 121620 N JAN052 0112 655.52 121720 N JAN053 0113 955.17 122120 N JAN054 0114 1,006.87 122220 N JAN055 0115 4,819.05 113020 N JAN056 0116 4,853.08 120120 N JAN057 0117 6,267.54 120220 N JAN058 0118 6,499.31 120320 N JAN059 0119 5,156.06 120620 N JAN060 0120 9,526.70 120720 N JAN061 0121 1,945.42 120820 N JAN062 0122 4,628.53 121320 N JAN063 0123 4,776.39 121420 N JAN064 0124 514.87 121620 N JAN065 0125 3,495.84 122020 N JAN066 0126 3,973.06 122120 N JAN067 0127 1,939.20 122220 N JAN068 0128 4,415.95 010621 N JAN069 0129 2,325.10 010721 N JAN070 0130 2,008.42 011321 N JAN071 0131 3,960.00 011521 N JAN072 0132 1,433.25 102320 N FEB068 0133 1,095.22 102620 N FEB069 0134 310.56 102620 N FEB070 0135 543.49 010421 N FEB071 0136 871.37 010521 N FEB072 045 0005 33,774.00 E.W. @ U.P (+) 012021 N FEB026 051 0151 3,493.79 E.W. @ F.A.(+) 012621 N FEB073 0152 10,104.48 012721 N FEB074 0153 5,381.97 012721 N FEB075 0154 1,591.83 012821 N FEB076 0155 3,778.80 012821 N FEB077 0156 4,278.59 020121 N FEB078 0157 4,145.28 011021 N FEB079 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/23/21 EST. NO. 013 TIME 08:25 AM R.E. NAME: SCHRAM, DARRYL 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0158 3,087.94 011521 N FEB080 0159 4,108.13 011921 N FEB081 0160 11,533.13 012021 N FEB082 0161 2,498.93 020121 N FEB083 0162 1,266.12 020121 N FEB084 0163 2,771.22 020121 N FEB085 0164 4,207.35 020221 N FEB086 0165 4,933.67 020421 N FEB087 0166 1,894.78 020821 N FEB088 0167 1,208.60 020821 N FEB089 0168 2,863.95 020821 N FEB090 062 0016 2,666.96 E.W. @ F.A.(+) 121420 N FEB091 0017 1,464.24 121620 N FEB092 0018 2,592.05 121620 N FEB093 0019 2,491.52 121720 N FEB094 0020 4,953.53 121820 N FEB095 0021 1,365.36 122320 N FEB096 0022 1,492.11 121520 N FEB097 0023 1,428.00 010521 N FEB098 0024 1,011.77 012621 N FEB099 0025 6,192.83 021021 N FEB100 0026 2,362.51 021121 N FEB101 0027 126,085.89 A.C. @ U.P.(+) 021721 N FEB132 064 0001 5,632.00 A.C. @ L.S.(+) 021221 N FEB027 065 0004 17,775.85 E.W. @ F.A.(+) 011021 N FEB102 068 0001 39,586.15 E.W. @ F.A.(+) 112320 N FEB103 079 0001 1,085.46 E.W. @ F.A.(+) 121520 N FEB104 0002 5,387.00 011021 N FEB105 0003 2,903.57 011121 N FEB106 0004 2,317.98 011221 N FEB107 0005 2,261.05 011321 N FEB108 0006 3,474.24 011421 N FEB109 0007 452.21 011521 N FEB110 0008 640.44 011821 N FEB111 0009 5,682.32 011921 N FEB112 0010 1,317.72 011921 N FEB113 0011 1,950.27 011921 N FEB114 0012 7,114.38 012021 N FEB115 0013 2,245.70 012021 N FEB116 0014 424.53 012021 N FEB117 0015 5,828.10 012121 N FEB118 0016 4,062.51 012221 N FEB119 0017 1,524.39 012521 N FEB120 0018 1,897.38 020221 N FEB121 0019 1,764.60 020321 N FEB122 0020 396.15 020321 N FEB123 0021 1,368.18 020421 N FEB124 0022 2,676.06 020521 N FEB125 0023 1,926.91 020921 N FEB126 0024 9,900.00 120820 N FEB127 0025 5,940.00 020921 N FEB128 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 02/23/21 EST. NO. 013 TIME 08:25 AM R.E. NAME: SCHRAM, DARRYL 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0026 9,900.00 063020 N FEB129 0027 9,900.00 111620 N FEB130 0028 4,950.00 020321 N FEB131 794,962.53 TOTAL THIS ESTIMATE 6,079,891.68 TOTAL PREVIOUS ESTIMATE 6,874,854.21 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 02/23/21 EST. NO. 013 TIME 08:25 AM R.E. NAME: SCHRAM, DARRYL 04-1J5694 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES ANOMA -3,000.00 005 24"CIDH PILE ITEM92 -1,000.00 009 60"CIDH PILE ITEM101 -2,000.00 009 REJECTED PILES -2,000.00 011 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.0/21.8 ----------------------- 04-SLC-101-50.6/52.6 KIEWIT INFRASTRUCTURE WEST CO US 101 BETWEEN 0.3 MILE NORTH OF 4650 BUSINESS CENTER DR SAN ANTONIO IC (SCL PM 50.6) IN FAIRFIELD CA 94534 SANTA CLARA COUNTY AND 0.3 MILE SOUTH OF RAND AVENUE INTERCHANGE (SM PM 21.8) IN SAN MATEO COUNTY FED. AID NO. N O N E THE CONTRACT WILL WIDEN ROUTE 101, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 28,667.0000 28,667.00 1.000 28,667 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,641.0000 5,641.00 0.500 2,820 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 13.000 624,506.74 219.000 10,520,536 004 DEVELOP WATER SUPPLY LS 3,063,203.0000 3,063,203.00 1.000 3,063,203 005 CONSTRUCTION AREA SIGNS LS 503,079.0000 503,079.00 0.600 301,847 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.018 175,738.48 0.501 4,891,387 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.018 33,569.69 0.501 934,356 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 1,352.000 11,059 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 163,525.000 148,807.75 1,090,598.000 992,444 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 104.000 5,866.64 1,733.000 97,758 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 442.000 2,713.88 6,337.000 38,909 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.018 18,461.97 0.501 513,858 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 8,140.000 196,743.80 179,810.000 4,346,007 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 1,145.000 473,343 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 9.000 95,600.88 123.000 1,306,545 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.021 29,929.47 0.375 534,454 017 PREPARE STORM WATER POLLUTION PREVENTION LS 58,735.0000 58,735.00 0.700 41,114 PLAN 018 RAIN EVENT ACTION PLAN EA 216.9600 5,640.96 3.000 650.88 13.000 2,820 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 5.000 1,946.00 6.000 2,335 020 STORM WATER ANNUAL REPORT EA 2,518.0000 5,036.00 1.000 2,518 021 MOVE-IN/MOVE-OUT EA 1,424.2700 21,364.05 2.000 2,848.54 5.000 7,121 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 4,663.000 6,201.79 43,123.000 57,353 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 27.000 4,713.66 593.000 103,525 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 450.000 1,818.00 117,706.000 475,532 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 17,211.000 247,149 026 TEMPORARY CONSTRUCTION ENTRANCE EA 22,827.9200 273,935.04 21.000 479,386 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.018 46,688.89 0.501 1,299,507 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.021 8,588.73 0.375 153,370 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5700 8,094.00 18,149.000 10,344 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 19,798.0000 19,798.00 0.500 9,899 031 TREATED WOOD WASTE LB 0.5700 105,450.00 156,926.000 89,447 032 NOISE MONITORING LS 5,608.0000 5,608.00 1.000 5,608 033 VIBRATION MONITORING LS 338,504.0000 338,504.00 1.000 338,504 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0400 55,616.00 9,438.900 66,449.86 69,247.400 487,501 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8700 73,509.00 21,993.000 151,091 036 CLEARING AND GRUBBING (LS) LS 42,499.0000 42,499.00 1.000 42,499 037 ROADWAY EXCAVATION CY 100.4200 15,464,680.00 5,615.650 563,923.57 130,385.650 13,093,326 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 444.000 17,480.28 40,723.000 1,603,264 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 42.1800 5,483.40 0.000 0 040 STRUCTURE BACKFILL CY 42.1800 5,483.40 0.000 0 041 DITCH EXCAVATION CY 37.9900 80,918.70 943.000 35,824.57 1,362.200 51,749 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 544.000 34,680.00 16,995.000 1,083,431 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 972.000 3,810.24 62,215.000 243,882 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 4,389.000 17,204.88 107,114.000 419,886 CLASS B2 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 36.6200 73,240.00 411.000 15,050 046 ROADSIDE CLEARING LS 333,210.0000 333,210.00 1.000 333,210 047 RELOCATE IRRIGATION CONTROLLER EA 4,330.0000 8,660.00 0.000 0 048 PACKET FERTILIZER EA 0.1700 1,145.80 0.000 0 049 PLANT (GROUP M) EA 3.1300 21,096.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 421,572.0000 421,572.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 128,751.0000 128,751.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 8,546.0000 8,546.00 1.000 8,546 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 22,788.0000 22,788.00 0.000 0 054 REMOVE IRRIGATION FACILITY LS 106,869.0000 106,869.00 1.000 106,869 055 CONTROL AND NEUTRAL CONDUCTORS LS 27,346.0000 27,346.00 0.000 0 (ARMOR-CLAD) 056 3/4" REMOTE CONTROL VALVE EA 7,890.3300 71,012.97 0.000 0 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 0.000 0 058 CERTIFY EXISTING BACKFLOW PREVENTERS LS 14,243.0000 14,243.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY EA 100.2700 35,094.50 0.000 0 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 0.000 0 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 0.000 0 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 0.000 0 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 0.000 0 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 0.000 0 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 7.4100 15,412.80 0.000 0 (F) (SUPPLY LINE) 066 8" CORRUGATED HIGH DENSITY LF 199.3900 338,963.00 0.000 0 (F) POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 854.6700 5,128.02 2.000 1,709.34 8.000 6,837 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 975.000 302,016 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 45,216.000 33,912.00 122,783.000 92,087 070 FIBER ROLLS LF 4.2600 326,742.00 5,884.000 25,065.84 9,521.000 40,559 071 HYDROSEED SQFT 0.1800 280,800.00 51,185.000 9,213.30 403,468.000 72,624 072 COMPOST (CY) CY 125.4600 1,028,772.00 378.000 47,423.88 1,957.000 245,525 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 54,431.000 4,898.79 147,064.000 13,235 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 3,823.000 235,382.11 88,232.000 5,432,444 075 LEAN CONCRETE BASE RAPID SETTING CY 894.4300 250,440.40 348.000 311,261.64 348.000 311,261 076 FULL WIDTH SEGMENT CORRECTION EA 2,816.2700 174,608.74 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PARTIAL WIDTH SEGMENT CORRECTION EA 2,154.0000 36,618.00 0.000 0 078 REPLACE ASPHALT CONCRETE SURFACING CY 536.5100 1,212,512.60 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 5,767.690 711,732.95 100,278.130 12,374,321 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 0.000 0 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 39.680 6,017.47 17,573.040 2,664,951 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 154.3800 15,901,140.00 0.000 0 (OPEN GRADED FRICTION COURSE) 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.7700 1,140.10 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 16.3800 319,410.00 0.000 0 085 TACK COAT TON 2,247.7800 1,640,879.40 0.900 2,023.00 54.560 122,638 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 200.000 3,232.00 8,893.000 143,710 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 2,289.000 9,201.78 16,443.000 66,100 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 0.000 0 (0.3 FOOT) 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,941.0000 1,513,980.00 830.000 1,611,030.00 830.000 1,611,030 090 REMOVE CONCRETE PAVEMENT AND BASE CY 390.3800 347,438.20 546.100 213,186.52 546.100 213,186 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 150.000 247,816 092 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.4500 2,032,180.20 9,760.000 2,024,712 093 FURNISH PILING (CLASS 90) LF 26.3600 43,230.40 60.500 1,594.78 3,142.500 82,836 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 74.000 198,554 095 FURNISH PILING (CLASS 140) LF 53.8900 162,855.58 3,022.000 162,855 (ALTERNATIVE V) 096 DRIVE PILE (CLASS 140) EA 2,995.7400 296,578.26 99.000 296,578 (ALTERNATIVE V) 097 FURNISH PILING (CLASS 90)(ALTERNATIVE Y) LF 57.3100 79,660.90 0.000 0 098 DRIVE PILE (CLASS 90)(ALTERNATIVE Y) EA 2,683.1600 99,276.92 0.000 0 099 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,657.4900 66,437.25 25.000 66,437 PILE (SIGN FOUNDATION) 100 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,631.9700 1,079,107.70 0.000 0 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 1,090.000 2,842,556 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE, SOUNDWALL PILE CAP CY 1,999.5900 1,715,648.22 858.000 1,715,648 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,348.8700 2,000,480.20 33.700 146,556.92 291.650 1,268,347 (F) PROGRAM CAS145 PAGE 5 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GROSS SOLIDS REMOVAL DEVICE (LINEAR EA 115,384.0000 1,153,840.00 10.000 1,153,840 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 5.000 107,485 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 201.100 95,178.62 1,858.350 879,538 (F) 107 HEAVY BLAST TEXTURE SQFT 218.1700 1,629,729.90 0.000 0 (F) 108 BAR REINFORCING STEEL (SOUND WALL) LB 1.3200 331,613.04 251,222.000 331,613 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 600,753.000 2,294,876 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 37,037.000 19,259.24 491,683.000 255,675 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 16.000 27,345.44 19.000 32,472 112 REMOVE SIGN STRUCTURE (EA) EA 2,278.7800 111,660.22 34.000 77,478 113 SOUND WALL (MASONRY BLOCK) SQFT 66.3700 3,133,327.70 8,580.000 569,454.60 46,210.000 3,066,957 (F) 114 REMOVE SOUND WALL (SQFT) SQFT 15.3600 724,761.60 47,200.000 724,992 115 18" ALTERNATIVE PIPE CULVERT LF 311.3400 3,455,874.00 1,013.000 315,387.42 6,082.000 1,893,569 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 286.000 91,265.46 1,842.000 587,800 117 36" ALTERNATIVE PIPE CULVERT LF 494.4300 74,164.50 0.000 0 118 48" ALTERNATIVE PIPE CULVERT LF 625.6000 6,256.00 4.000 2,502 119 TEMPORARY DRAINAGE SYSTEM LS 1,548,538.0000 1,548,538.00 0.025 38,713.45 0.447 692,196 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 13.000 2,548.91 171.000 33,527 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 464.000 92,428.80 3,145.500 626,583 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 151.000 44,727 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 539.000 227,943 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 72.000 39,471.84 423.000 231,897 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 4,858.000 924,137 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 279.000 2,226 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 975.000 6,669 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 623.000 192,849 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 3,898.000 999,642 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 25.000 18,543 PROGRAM CAS145 PAGE 6 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 741.7300 8,159.03 10.000 7,417 132 27" ALTERNATIVE FLARED END SECTION EA 743.5000 1,487.00 2.000 1,487 133 36" ALTERNATIVE FLARED END SECTION EA 1,968.0000 1,968.00 2.000 3,936.00 2.000 3,936 134 INLET DEPRESSION EA 3,865.6600 695,818.80 2.000 7,731.32 130.000 502,535 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 353.000 2,252.14 1,217.000 7,764 136 ABANDON MANHOLE EA 5,823.6700 17,471.01 3.000 17,471 137 ABANDON SEWER LF 7.7400 6,114.60 784.000 6,068 138 REMOVE GRATED LINE DRAIN LF 26.3800 191,255.00 -26.000 -685.88 4,764.000 125,674 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 976.000 87,888.80 9,694.600 872,998 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 53.000 10,612.19 810.520 162,290 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 0.000 0 142 REMOVE INLET EA 1,918.2900 326,109.30 11.000 21,101.19 94.000 180,319 143 ADJUST INLET EA 5,216.9000 219,109.80 33.000 172,157 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 9.000 36,740 145 CAP INLET EA 3,563.2700 39,195.97 7.000 24,942 146 SAND BACKFILL CY 374.1000 172,086.00 23.100 8,641.71 77.000 28,805 147 SAND BACKFILL (ABANDON SEWER) CY 210.8200 23,190.20 84.000 17,708 148 CONCRETE (CONCRETE APRON) CY 896.4100 28,685.12 6.300 5,647 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 22.700 12,784.41 86.200 48,546 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 36.000 713.88 292.700 5,804 152 MINOR CONCRETE (CURB) (CY) CY 1,471.7000 29,434.00 0.000 0 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 187.000 211,792.46 500.500 566,856 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 905.000 14,624.80 7,837.000 126,645 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 978.000 3,149.16 57,376.000 184,750 (F) 156 MISCELLANEOUS IRON AND STEEL LB 6.3300 10,634.40 1,680.000 10,634 (F) (SEWER SYSTEM) 157 ELECTRONIC TOLL SYSTEM/LIGHTING TOLL LS 12,339,232.8000 12,339,232.80 0.685 8,452,374 SYSTEM PROGRAM CAS145 PAGE 7 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" STEEL CASING LF 3,085.6800 228,340.32 0.000 0 (THICKNESS 0.75") 159 8" C900 PVC SEWER PIPE LF 874.5400 35,856.14 39.000 34,107 160 30" PVC C900 DR18 SEWER PIPE LF 1,125.9100 866,950.70 754.000 848,936 161 SEWER MANHOLE (TYPE 1) EA 20,988.0000 146,916.00 7.000 146,916 162 TEMPORARY BYPASS SEWER LS 505,089.0000 505,089.00 1.000 505,089 163 PREPARE AND PAINT CONCRETE SQFT 133.9400 450,038.40 0.000 0 164 PREPARE AND STAIN CONCRETE SQFT 7.6500 257,544.90 15,268.750 116,805 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 29,300.000 103,136 (F) 166 TEMPORARY FENCE (TYPE CL-6) LF 13.1200 20,204.80 1,164.000 15,271 167 CHAIN LINK FENCE (TYPE CL-4) LF 36.5600 43,872.00 0.000 0 168 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 43.1100 19,830.60 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 76.4100 18,338.40 0.000 0 170 REMOVE FENCE LF 15.7300 29,729.70 2,027.000 31,884 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 3,208.000 3,657.12 17,464.000 19,908 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 117.000 3,333.33 295.000 8,404 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 2,052.000 10,485.72 5,773.000 29,500 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 1.000 512.77 4.000 2,051 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 2.000 330.42 172.000 28,416 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 4.000 980 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 0.000 0 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 8.000 11,804.08 8.000 11,804 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 3,083.000 61,475.02 10,183.000 203,049 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 538.000 14,714.30 538.000 14,714 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 0.000 0 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.8100 22,659.30 0.000 0 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 0.000 0 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 0.000 0 (0.080"-FRAMED) 188 METAL (BARRIER MOUNTED SIGN) LB 15.1000 94,375.00 0.000 0 189 METAL (WALL MOUNTED SIGN) LB 17.0900 21,020.70 0.000 0 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 0.000 0 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 0.000 0 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 0.000 0 194 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 512.8000 2,564.00 0.000 0 195 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.3100 169,878.00 1,471.000 18,108.01 1,471.000 18,108 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 0.000 0 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 0.000 0 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 281.300 10,576.88 2,031.300 76,376 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 3,586.000 186,328.56 9,030.000 469,198 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 1,659.680 199,958.25 3,248.770 391,411 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 1,425.00 25.000 1,425 (WOOD POST) 202 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 56.9700 10,824.30 0.000 0 203 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 142.4300 32,758.90 0.000 0 204 TRANSITION RAILING (TYPE STB) EA 5,697.0000 11,394.00 0.000 0 205 TRANSITION RAILING (TYPE DTB) EA 6,836.5000 27,346.00 0.000 0 206 TRANSITION RAILING (TYPE WB-31) EA 10,824.1500 140,713.95 1.000 10,824.15 4.000 43,296 207 END CAP (TYPE A) EA 683.6900 8,887.97 4.000 2,734.76 6.000 4,102 208 END CAP (TYPE TC) EA 569.7500 2,279.00 0.000 0 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,595.1400 105,279.24 20.000 31,902.80 40.000 63,805 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 16.000 82,035.68 36.000 184,580 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CRASH CUSHION QUADGUARD M10 (TL-3) EA 56,969.1400 398,783.98 1.000 56,969.14 1.000 56,969 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 0.000 0 LEVEL 3) 214 CONCRETE BARRIER (TYPE 60M) LF 147.5700 895,749.90 897.500 132,444 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 3,691.500 607,620.90 7,292.330 1,200,317 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 79.000 29,146 217 CONCRETE BARRIER (TYPE 60MF) LF 527.8500 675,648.00 661.900 349,383.92 661.900 349,383 218 CONCRETE BARRIER (TYPE 60MGC) LF 271.6800 13,638,336.00 0.000 0 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 11.000 8,559 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 0.000 0 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 95.000 73,792 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 0.000 0 223 CONCRETE BARRIER (TYPE 60MGC MOD 3E) LF 760.0900 387,645.90 0.000 0 224 CONCRETE BARRIER (TYPE 60MGC MOD 3F) LF 772.9100 788,368.20 0.000 0 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 0.000 0 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 0.000 0 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 0.000 0 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 0.000 0 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 0.000 0 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 0.000 0 231 CONCRETE BARRIER (TYPE 60MGC MOD 4D) LF 726.5000 806,415.00 0.000 0 232 CONCRETE BARRIER (TYPE 60R MOD) CASE 1 LF 878.0600 149,270.20 0.000 0 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 0.000 0 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 0.000 0 235 CONCRETE BARRIER (TYPE 60R MOD) CASE 4 LF 766.2300 229,869.00 0.000 0 236 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 737.8500 19,921.95 0.000 0 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 0.000 0 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60MC MOD) LF 956.1500 162,545.50 54.600 52,205 (TYPE 60MC MOD)(TYPE 1-B) 240 CONCRETE BARRIER (TYPE 60M MOD)(CAMERA LF 945.6900 52,012.95 62.500 59,105 POLE) 241 CONCRETE BARRIER OPENING TRANSITION LF 828.6600 381,183.60 0.000 0 242 CONCRETE BARRIER (TYPE 60PR MOD 1A) LF 584.6700 7,016.04 0.000 0 243 CONCRETE BARRIER (TYPE 836SV MODIFIED) LF 441.5400 1,605,880.98 3,637.000 1,605,880 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 258.000 229,227 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 527.000 269,001 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 27.750 25,690 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 9,777.900 111,370 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 12.500 213.63 2,625.000 44,861 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 2,636.000 60,074 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 11,133.300 786,456 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 3.000 6,837 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 0.100 911.53 4.100 37,372 253 2" BLACK (CONTRAST BROKEN 18-12) LF 0.5700 8,778.00 0.000 0 PAINTED TRAFFIC STRIPE 254 2" BLACK (CONTRAST SOLID) PAINTED LF 1.1400 3,135.00 0.000 0 TRAFFIC STRIPE 255 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0900 281,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 256 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 98,090.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 48,564.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 261 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 256,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 262 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 549,000.00 53,715.000 24,171.75 418,607.000 188,373 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 1,166.000 3,976 PROGRAM CAS145 PAGE 11 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 12" RUMBLE STRIP STA 95.0300 92,179.10 0.000 0 (ASPHALT CONCRETE PAVEMENT) 265 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 97,597.0000 97,597.00 0.666 64,999 SYSTEM ELEMENTS DURING CONSTRUCTION 266 ELECTRIC SERVICE FOR IRRIGATION LS 61,161.0000 61,161.00 0.000 0 267 LIGHTING SYSTEM LS 11,503,638.6600 11,503,638.66 0.038 437,138 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.009 27,903.90 0.494 1,531,613 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.039 443,925.34 0.820 9,333,814 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.761 1,173,483.31 0.854 1,316,891 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.626 1,945,200 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.395 1,194,608 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.006 49,069.27 0.504 4,121,818 PROGRAM CAS145 PAGE 12 DATE 02/23/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 08:25 AM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: SCHRAM, DARRYL DATE OF THIS ESTIMATE 02/23/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 10,576,242.01 137,271,661.26 ADJUSTMENT OF COMPENSATION 131,717.89 612,765.95 EXTRA WORK 663,244.64 6,262,088.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,371,204.54 144,146,515.47 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.950 14,657,829 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 11,371,204.54 158,804,344.77 MATERIALS ON HAND ON SITE -1,060,291.71 2,667,422.10 DEDUCTIONS 0.00 -8,000.00 TOTAL 10,310,912.83 161,463,766.87 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 01/09/20 583 03/04/20 03/04/20 09/09/22 218 24 25 0 47% 36% PROGRESS IS SATISFACTORY SCHRAM, DARRYL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/21