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 03/21/24 EST. NO. 019 TIME 09:51 AM R.E. NAME: HENRY, AUSTIN 02-1H5204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0007 4,794.76 E.W. @ F.A.(+) 063023 N 0093.0 004 0017 9,175.35 E.W. @ F.A.(+) 061923 N 0094.0 008 0001 744.28 E.W. @ F.A.(+) 011324 N 0090.0 0002 1,659.56 011424 N 0091.0 0003 684.39 011524 N 0092.0 010 0021 4,844.51 E.W. @ F.A.(+) 102423 N 0095.0 011 0029 2,508.59 E.W. @ F.A.(+) 070623 N 0096.0 0030 2,562.96 070623 N 0097.0 0031 2,435.06 070623 N 0098.0 0032 1,513.75 070723 N 0099.0 0033 5,168.91 071923 N 0100.0 0034 11,045.18 072123 N 0101.0 0035 2,739.21 080323 N 0102.0 0036 13,695.72 080123 N 0103.0 0037 4,485.84 100323 N 0104.0 68,058.07 TOTAL THIS ESTIMATE 360,262.51 TOTAL PREVIOUS ESTIMATE 428,320.58 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 03/21/24 EST. NO. 019 TIME 09:51 AM R.E. NAME: HENRY, AUSTIN 02-1H5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCT ITM 73 -22,912.00 010 RTN DEDUCT ITM 73 22,912.00 013 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT PER 9/22 LTR -10,000.00 001 DEDUCT PER 10/22 LTR -10,000.00 002 DEDUCT PER 11/22 LTR -10,000.00 003 DEDUCT LTR 1/23 -1,000.00 005 RTN DEDUCT LTR 9/22 10,000.00 005 RTN DEDUCT LTR 10/22 10,000.00 005 RTN DEDUCT LTR 11/22 10,000.00 005 DEDUCT LTTR 03/23 -2,000.00 007 RTN DEDUCT LTR 1/23 1,000.00 008 DEDUCT 5/23 -4,000.00 009 RETURN 3/23 2,000.00 009 RETURN 5/23 4,000.00 010 DEDUCT LTTR 7/23 -8,000.00 011 DEDUCT LTTR 8/23 -4,000.00 012 RTN DEDUCT LTR 7/23 8,000.00 012 RTN DEDUCT LTR 8/23 4,000.00 013 DEDUCT 10-23 -5,000.00 014 DEDUCT LTTR 11/23 -10,000.00 015 DEDUCT LTTR 12/23 -10,000.00 016 RTN LTTR 12/23 10,000.00 017 0.00 -15,000.00 OVERBID ITEMS OVERBID ITEM NO. 213 -754.77 001 OVERBID ITEM NO. 213 -377.39 002 OVERBID ITEM NO. 213 -301.91 009 OVERBID ITEM NO. 213 -75.48 015 0.00 -1,509.55 TOTAL DEDUCTIONS 0.00 -16,509.55 PROGRAM CAS145 PAGE 1 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 LOCATION PROGRESS ESTIMATE 02-SIS ----------------- MYERS SHEA A JOINT VENTURE SISKIYOU COUNTY IN YREKA ON ROUTE 3 FROM 45 MORRISON AVE 0.4 MILE NORTH OF LAURA LANE TO JUNIPER SACRAMENTO, CA 95838 DRIVE AND ON ROUTE 263 FROM ROUTE 3 TO 1.0 MILE SOUTH OF LONG GULCH ROAD FED. AID NO. ACNH-X093(10)N ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,693.2800 1,693.28 1.000 1,693 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 49,789.0500 49,789.05 0.543 27,035 003 TIME-RELATED OVERHEAD (LS) LS 3,950,450.0000 3,950,450.00 0.543 2,145,094 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 1.000 6,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 24,000.00 2.000 400.00 16.000 3,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 47,820.1900 47,820.19 0.666 31,848 007 CONSTRUCTION AREA SIGNS LS 97,735.5000 97,735.50 0.642 62,746 008 TRAFFIC CONTROL SYSTEM LS 500,193.4700 500,193.47 0.543 271,605 009 TRAFFIC CONTROL SUPERVISOR (LS) LS 226,313.9800 226,313.98 0.543 122,888 010 STATIONARY IMPACT ATTENUATOR VEHICLE LS 85,248.0000 85,248.00 0.543 46,289 (LS) 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.2000 71,060.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.7700 195,653.00 5,964.000 40,376 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 102,800.00 156,762.000 62,704 014 PLASTIC TRAFFIC DRUMS EA 57.7200 49,062.00 793.000 45,771 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 109,890.0000 109,890.00 0.543 59,670 SYSTEMS (LS) 016 TEMPORARY PAVEMENT MARKER EA 5.3600 7,236.00 0.000 0 017 TEMPORARY BARRIER SYSTEM LF 58.4500 32,732.00 0.000 0 018 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,447.7900 13,447.79 0.543 7,302 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 79,920.0000 79,920.00 0.543 43,396 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,100.0000 22,200.00 0.000 0 021 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 111,888.0000 111,888.00 0.543 60,755 022 JOB SITE MANAGEMENT LS 102,960.7700 102,960.77 0.543 55,907 PROGRAM CAS145 PAGE 2 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 2,775.0000 2,775.00 1.000 2,775 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 35,000.00 1.000 500.00 36.000 18,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 38,000.00 0.000 0 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,332.0000 10,656.00 5.000 6,660 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.7800 31,862.00 0.000 0 MATRIX) 029 TEMPORARY CHECK DAM LF 8.3300 2,915.50 0.000 0 030 TEMPORARY DRAINAGE INLET PROTECTION EA 194.2500 48,562.50 13.000 2,525.25 152.000 29,526 031 TEMPORARY DRAINAGE FACILITY LS 27,567.9600 27,567.96 0.730 20,124 032 TEMPORARY FIBER ROLL LF 9.4400 77,880.00 5,900.000 55,696 033 TEMPORARY GRAVEL BAG BERM LF 16.6500 2,497.50 77.000 1,282 034 TEMPORARY CONSTRUCTION ENTRANCE EA 5,016.1800 30,097.08 2.000 10,032 035 STREET SWEEPING LS 400,000.0000 400,000.00 0.543 217,200 036 TEMPORARY CONCRETE WASHOUT LS 102,904.8500 102,904.85 0.543 55,877 037 TREATED WOOD WASTE LB 2.2200 15,562.20 687.000 1,525.14 2,304.000 5,114 038 INVASIVE SPECIES CONTROL LS 9,568.2000 9,568.20 0.666 6,372 039 REMOVE PARKING BUMPER EA 527.2500 3,690.75 0.000 0 040 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 16.6500 68,265.00 2,540.000 42,291 041 RESET CONCRETE PAVERS SQFT 49.9500 2,597.40 0.000 0 042 TEMPORARY HIGH-VISIBILITY FENCE LF 11.1000 1,554.00 0.000 0 043 CLEARING AND GRUBBING (LS) LS 20,202.8900 20,202.89 0.000 0 044 REMOVE TREE EA 1,409.7000 43,700.70 33.000 46,520 045 ROADWAY EXCAVATION CY 69.7500 2,204,100.00 37,835.150 2,639,001 046 SHOULDER BACKING TON 76.2900 102,991.50 822.490 62,747 047 STRUCTURE EXCAVATION (RETAINING WALL) CY 159.9100 35,180.20 0.000 0 048 STRUCTURE BACKFILL (BRIDGE) CY 114.3600 1,143.60 0.000 0 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 137.8300 16,539.60 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 6.4900 173,283.00 26,627.300 172,811 B1 051 PRUNE EXISTING PLANTS (EA) EA 510.6000 1,531.80 4.000 2,042 052 TREE STUMP GRINDING EA 277.5000 9,990.00 38.000 10,545 053 RELOCATE WATER METER (EA) EA 1,792.6500 5,377.95 7.000 12,548 054 CUT AND CAP IRRIGATION EA 6,327.0000 18,981.00 1.000 6,327 055 IMPORTED TOPSOIL (CY) CY 245.8700 329,465.80 818.300 201,195 056 BONDED FIBER MATRIX (SQFT) SQFT 0.4200 30,366.00 34,725.000 14,584 057 COMPOST (CY) CY 122.6600 69,916.20 0.000 0 058 INCORPORATE MATERIALS SQFT 0.4400 20,196.00 0.000 0 059 FINISHING ROADWAY LS 89,492.6400 89,492.64 0.550 49,220 060 CLASS 2 AGGREGATE BASE (CY) CY 105.8000 469,752.00 4,342.100 459,394 061 CLASS 3 AGGREGATE BASE (CY) CY 122.1000 490,842.00 2,089.000 255,066 062 LEAN CONCRETE BASE RAPID SETTING CY 498.1000 582,777.00 1,629.850 811,828 063 REPLACE CLASS 2 AGGREGATE BASE DIGOUTS CY 174.5700 174,570.00 3,764.230 657,121 064 REPLACE ASPHALT CONCRETE SURFACING CY 578.6300 289,315.00 0.000 0 065 HOT MIX ASPHALT (TYPE A) TON 185.0800 6,070,624.00 10,561.070 1,954,642 066 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 8.4400 226,192.00 0.000 0 FABRIC) 067 DATA CORE LS 7,159.5000 7,159.50 0.000 0 068 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 113.7300 443,547.00 1,695.620 192,842 AREA) 069 HOT MIX ASPHALT BASE TON 175.1600 1,996,824.00 8,808.800 1,542,949 070 TACK COAT TON 763.3600 34,351.20 8.290 6,328 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.5500 1,263,255.00 5,663.360 105,055 072 JOINTED PLAIN CONCRETE PAVEMENT CY 492.3300 6,400,290.00 12,496.560 6,152,431 073 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 769.0400 4,245,100.80 3,306.430 2,542,776 074 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 6.5200 93,888.00 617.000 4,022 075 GRIND EXISTING CONCRETE PAVEMENT SQYD 13.4900 991,515.00 62,285.600 840,232 076 STRUCTURAL CONCRETE, BRIDGE CY 2,915.4600 14,577.30 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, RETAINING WALL CY 2,453.0500 220,774.50 0.000 0 078 STRUCTURAL CONCRETE, BOX CULVERT CY 2,343.2100 16,402.47 7.000 16,402 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,365.4100 1,395,591.90 42.500 100,529.93 434.770 1,028,409 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,676.1000 88,833.30 4.400 7,374.84 35.300 59,166 081 JOINT SEAL LF 5.1900 456,720.00 8,900.000 46,191 082 BAR REINFORCING STEEL (BRIDGE) LB 3.7200 4,017.60 0.000 0 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 18,690.00 0.000 0 084 PUBLIC SAFETY PLAN LS 2,775.0000 2,775.00 0.666 1,848 085 REMOVE RETAINING WALL (LF) LF 115.7500 31,252.50 0.000 0 086 REMOVE POLYESTER CONCRETE OVERLAY SQFT 11.1000 3,030.30 0.000 0 087 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 7.6300 831.67 0.000 0 088 FURNISH POLYESTER CONCRETE OVERLAY CF 132.0400 1,848.56 0.000 0 089 PLACE POLYESTER CONCRETE OVERLAY SQFT 108.2200 11,795.98 0.000 0 (F) 090 BRIDGE REMOVAL (PORTION) LS 52,521.9800 52,521.98 0.000 0 091 12" HDPE LF 285.2700 2,852.70 10.000 2,852.70 18.000 5,134 092 24" HDPE LF 724.8300 13,046.94 6.000 4,348 093 36" HDPE LF 947.9400 18,958.80 19.000 18,010 094 42" HDPE LF 1,222.1100 4,888.44 4.000 4,888.44 4.000 4,888 095 6" ALTERNATIVE PIPE CULVERT LF 576.0900 9,217.44 17.400 10,023 096 12" ALTERNATIVE PIPE CULVERT LF 278.6100 33,433.20 7.000 1,950 097 15" ALTERNATIVE PIPE CULVERT LF 300.8100 135,364.50 18.100 5,444.66 78.700 23,673 098 18" ALTERNATIVE PIPE CULVERT LF 291.9300 537,151.20 135.200 39,468.94 1,689.400 493,186 099 24" ALTERNATIVE PIPE CULVERT LF 309.6900 935,263.80 179.600 55,620.32 2,559.300 792,589 100 30" ALTERNATIVE PIPE CULVERT LF 561.6600 39,316.20 69.200 38,866 101 36" ALTERNATIVE PIPE CULVERT LF 486.1800 106,959.60 213.600 103,848.05 217.600 105,792 102 48" ALTERNATIVE PIPE CULVERT LF 1,645.0200 13,160.16 0.000 0 103 CONCRETE BACKFILL (PIPE TRENCH) CY 283.0500 90,576.00 26.400 7,472.52 236.400 66,913 PROGRAM CAS145 PAGE 5 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 3" PLASTIC PIPE LF 231.9900 118,314.90 91.000 21,111 105 19" X 30" ELLIPTICAL RCP LF 861.3600 13,781.76 0.000 0 106 14" X 23" ELLIPTICAL RCP LF 323.0100 51,358.59 166.900 53,910 107 10" REINFORCED CONCRETE PIPE LF 499.5000 18,981.00 42.100 21,028 108 12" REINFORCED CONCRETE PIPE LF 323.0100 190,575.90 219.300 70,836 109 15" REINFORCED CONCRETE PIPE LF 261.9600 652,280.40 216.500 56,714.34 1,786.300 467,939 110 18" REINFORCED CONCRETE PIPE LF 234.2100 1,594,970.10 102.300 23,959.68 4,628.900 1,084,134 111 24" REINFORCED CONCRETE PIPE LF 325.2300 748,029.00 2,250.500 731,930 112 30" REINFORCED CONCRETE PIPE LF 429.5700 902,097.00 2,119.500 910,473 113 36" REINFORCED CONCRETE PIPE LF 451.7700 144,566.40 2.300 1,039.07 287.200 129,748 114 6" CORRUGATED STEEL PIPE (.079" THICK) LF 568.3200 5,683.20 9.900 5,626 115 12" CORRUGATED STEEL PIPE (.079" THICK) LF 310.8000 25,796.40 4.100 1,274.28 78.700 24,459 116 18" CORRUGATED STEEL PIPE (.109" THICK) LF 617.1600 25,920.72 7.000 4,320.12 17.100 10,553 117 24" CORRUGATED STEEL PIPE (.138" THICK) LF 1,041.1800 16,658.88 18.000 18,741 118 36" CORRUGATED STEEL PIPE (.168" THICK) LF 700.4100 6,303.69 4.300 3,011.76 8.300 5,813 119 48" CORRUGATED STEEL PIPE (.168" THICK) LF 1,070.0400 81,323.04 82.000 87,743 120 DRAINAGE INLET MARKER EA 42.1800 9,701.40 0.000 0 121 GRATED LINE DRAIN LF 193.1400 32,833.80 0.000 0 122 24" CONCRETE FLARED END SECTION EA 5,840.8200 17,522.46 3.000 17,522 123 24" ALTERNATIVE FLARED END SECTION EA 5,295.8100 5,295.81 1.000 5,295 124 36" PRECAST CONCRETE PIPE INLET LF 471.7500 3,774.00 3.500 1,651 125 ABANDON CULVERT (LF) LF 188.7000 24,531.00 132.700 25,040 126 REMOVE CULVERT (LF) LF 32.1900 233,377.50 564.400 18,168.04 5,768.900 185,700 127 REMOVE INLET EA 1,981.3500 184,265.55 11.000 21,794.85 83.000 164,452 128 REMOVE FLARED END SECTION (EA) EA 2,699.5200 8,098.56 3.000 8,098 129 ADJUST INLET EA 5,056.0500 10,112.10 2.000 10,112 130 ADJUST FRAME AND COVER TO GRADE EA 894.6600 98,412.60 39.000 34,891 PROGRAM CAS145 PAGE 6 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SAND BACKFILL CY 265.2900 2,387.61 8.200 2,175 132 CONCRETE (CONCRETE APRON) CY 1,415.7200 55,213.08 29.520 41,792 133 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 220.7300 33,109.50 148.900 32,866 METHOD B) (CY) 134 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 13.1000 5,240.00 391.800 5,132 135 MINOR CONCRETE (CURB) (CY) CY 1,465.2000 98,168.40 22.600 33,113 136 DETECTABLE WARNING SURFACE SQFT 55.5000 130,980.00 811.000 45,010 137 MINOR CONCRETE (MISCELLANEOUS CY 1,831.5000 131,868.00 21.420 39,230 CONSTRUCTION) 138 MINOR CONCRETE (CURB AND GUTTER) CY 1,520.7000 3,010,986.00 1,021.130 1,552,832 139 MINOR CONCRETE (ISLAND PAVING) CY 1,611.7200 83,809.44 0.000 0 140 MINOR CONCRETE (DRIVEWAY) CY 1,720.5000 1,238,760.00 342.300 588,927 141 MINOR CONCRETE (SIDEWALK) CY 1,387.5000 2,830,500.00 925.400 1,283,992 142 MINOR CONCRETE (CURB RAMP) CY 1,809.3000 398,046.00 102.400 185,272 143 REMOVE CONCRETE CURB (LF) LF 16.6500 416.25 91.500 1,523 144 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 49.9500 954,045.00 53.000 2,647.35 9,539.500 476,498 145 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 53.8400 20,459.20 0.000 0 146 REMOVE CONCRETE (CURB AND GUTTER) LF 27.2000 938,400.00 509.000 13,844.80 18,457.600 502,046 147 MISCELLANEOUS IRON AND STEEL LB 5.5500 351,165.15 4,282.000 23,765.10 43,323.000 240,442 (F) 148 RELOCATE WATER LINE (CITY WATER SYSTEM) EA 20,611.5900 391,620.21 15.000 309,173 149 RELOCATE SEWER LINE (CITY WASTE WATER EA 26,557.8600 79,673.58 3.000 79,673 SYSTEM) 150 RELOCATE WATER VALVE BOX (CITY WATER EA 1,138.8600 5,694.30 3.000 3,416 SYSTEM) 151 RELOCATE DROPBOX EA 388.5000 388.50 0.000 0 152 INSTALL BUS STRUCTURE (CITY) EA 2,451.2900 7,353.87 0.000 0 153 INSTALL BUS SIMME SEAT (CITY) EA 314.7700 1,573.85 0.000 0 154 RELOCATE BUS SIMME SEAT EA 757.0100 757.01 0.000 0 155 MODIFYING LIGHTING SYSTEMS (CITY STREET) LS 185,370.0000 185,370.00 0.600 111,222 156 RELOCATE FIRE HYDRANT EA 2,572.9800 2,572.98 2.000 5,145 157 ADJUST FIRE HYDRANT TO GRADE EA 2,035.7400 14,250.18 2.000 4,071 PROGRAM CAS145 PAGE 7 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ADJUST UTILITY COVER TO GRADE EA 649.3500 60,389.55 25.000 16,233 159 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 649.3500 42,207.75 26.000 16,883 160 RECONSTRUCT MAIL BOX EA 166.5000 1,332.00 0.000 0 161 TEMPORARY FENCE LF 27.7500 3,607.50 40.000 1,110 162 CHAIN LINK FENCE (TYPE CL-4) LF 61.0500 26,862.00 0.000 0 163 CHAIN LINK FENCE (TYPE CL-6) LF 88.8000 5,594.40 167.000 14,829 164 20' CHAIN LINK GATE (TYPE CL-4) EA 3,330.0000 6,660.00 0.000 0 165 REMOVE FENCE (3' WOOD PICKET) LF 11.1000 1,665.00 0.000 0 166 REMOVE FENCE (WROUGHT IRON) LF 111.0000 666.00 0.000 0 167 REMOVE CHAIN LINK FENCE LF 11.1000 5,772.00 609.000 6,759 168 RECONSTRUCT FENCE LF 277.5000 1,110.00 0.000 0 169 RELOCATE GATE EA 2,775.0000 5,550.00 0.000 0 170 PAVEMENT MARKER EA 11.2900 8,806.20 0.000 0 (RETROREFLECTIVE-RECESSED) 171 TREATMENT BEST MANAGEMENT PRACTICE EA 83.2500 832.50 0.000 0 MARKER 172 REMOVE GUARD POST EA 333.0000 333.00 0.000 0 173 REMOVE ROADSIDE SIGN EA 205.3500 26,695.50 8.000 1,642.80 56.000 11,499 174 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 138.7500 11,100.00 25.000 3,468 BRACKET METHOD) 175 REMOVE ROADSIDE SIGN PANEL EA 71.0400 1,491.84 20.000 1,420 176 SALVAGE SIGN PANEL EA 166.5000 166.50 0.000 0 177 RESET ROADSIDE SIGN EA 277.5000 6,382.50 6.000 1,665 178 RELOCATE ROADSIDE SIGN EA 277.5000 2,220.00 3.000 832 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4300 26,780.90 162.000 2,661.66 825.160 13,557 (0.080"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.5900 16,231.90 85.000 3,365.15 238.600 9,446 (0.063"-FRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5300 6,370.70 20.000 670.60 87.500 2,933 (0.080"-FRAMED) 182 ROADSIDE SIGN - ONE POST EA 444.0000 62,160.00 2.000 888.00 74.000 32,856 183 ROADSIDE SIGN - TWO POST EA 804.7500 11,266.50 5.000 4,023.75 13.000 10,461 184 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 283.0500 33,966.00 22.000 6,227 METHOD) PROGRAM CAS145 PAGE 8 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.6500 849.15 0.000 0 186 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 127.6500 765.90 4.000 510 POST 187 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 111.0000 2,775.00 0.000 0 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 194.2500 12,043.50 0.000 0 189 TUBULAR HANDRAILING (MODIFIED) LF 366.3000 12,820.50 0.000 0 190 TRANSITION RAILING (TYPE WB-31) EA 8,880.0000 8,880.00 0.000 0 191 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,325.0000 8,325.00 0.000 0 192 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,938.5000 5,938.50 0.000 0 193 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 415.0900 106,263.04 0.000 0 (F) 194 REMOVE GUARDRAIL LF 11.1000 2,886.00 0.000 0 195 THERMOPLASTIC PAVEMENT MARKING SQFT 5.9300 36,232.30 0.000 0 196 PAINTED STALL LINES AND PAVEMENT SQFT 16.9300 372.46 0.000 0 MARKINGS 197 REMOVE PAINTED TRAFFIC STRIPE LF 5.6400 270.72 0.000 0 198 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 20,400.00 33,300.000 22,644 199 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6300 270,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 200 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 1,193.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 201 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 68,326.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 4,419.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 17-7) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 9,931.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 8-4) 204 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.7700 46,983.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6400 3,440.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 206 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.4400 92,916.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 207 CONTRAST STRIPE THERMOPLASTIC LF 0.8500 24,310.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 208 TRAFFIC MONITORING STATION SYSTEM LS 43,290.0000 43,290.00 0.900 38,961 209 RECTANGULAR RAPID FLASHING BEACON LS 172,050.0000 172,050.00 0.500 86,025 SYSTEMS 210 CAMERA SYSTEMS LS 102,120.0000 102,120.00 1.000 102,120 211 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,543,995.0000 1,543,995.00 0.750 1,157,996 212 MODIFYING TRAFFIC MONITORING STATIONS LS 73,260.0000 73,260.00 0.700 51,282 PROGRAM CAS145 PAGE 10 DATE 03/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 09:51 AM ESTIMATE NO. 019 BID OPENING 06/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 03/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 522,242.14 36,300,972.23 ADJUSTMENT OF COMPENSATION 0.00 -82,136.23 EXTRA WORK 68,058.07 510,456.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 590,300.21 36,729,292.81 213 MOBILIZATION LS 6,371,000.0000 6,371,000.00 1.000 6,371,000 ORIGINAL CONTRACT AMOUNT 63,694,904.57 TOTAL WORK COMPLETED 590,300.21 43,100,292.81 MATERIALS ON HAND ON SITE 29,119.00 35,089.22 DEDUCTIONS 0.00 -16,509.55 TOTAL 619,419.21 43,118,872.48 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 213 MOBILIZATION 6,369,490.45 6,371,000.00 1,509.55 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 08/15/22 361 08/15/22 08/15/22 10/22/24 191 204 0 0 66% 53% PROGRESS IS SATISFACTORY HENRY, AUSTIN RESIDENT ENGINEER