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 06/19/23 EST. NO. 010 TIME 02:01 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/19/23 EST. NO. 010 TIME 02:01 PM R.E. NAME: HENRY, AUSTIN 02-1H5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCT ITM 73 -22,912.00 010 -22,912.00 -22,912.00 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 4,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 213 -754.77 001 OVERBID ITEM NO. 213 -377.39 002 OVERBID ITEM NO. 213 -301.91 009 0.00 -1,434.07 TOTAL DEDUCTIONS -18,912.00 -24,346.07 PROGRAM CAS145 PAGE 1 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 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 0.058 2,887.76 0.202 10,057 003 TIME-RELATED OVERHEAD (LS) LS 3,950,450.0000 3,950,450.00 0.058 229,126.10 0.202 797,990 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 24,000.00 8.000 1,600 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 0.042 4,104.89 0.396 38,703 008 TRAFFIC CONTROL SYSTEM LS 500,193.4700 500,193.47 0.058 29,011.22 0.202 101,039 009 TRAFFIC CONTROL SUPERVISOR (LS) LS 226,313.9800 226,313.98 0.058 13,126.21 0.202 45,715 010 STATIONARY IMPACT ATTENUATOR VEHICLE LS 85,248.0000 85,248.00 0.058 4,944.38 0.202 17,220 (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 1,180.000 7,988.60 1,548.000 10,479 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 102,800.00 11,970.000 4,788.00 46,907.000 18,762 014 PLASTIC TRAFFIC DRUMS EA 57.7200 49,062.00 453.000 26,147 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 109,890.0000 109,890.00 0.058 6,373.62 0.202 22,197 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 0.058 779.97 0.202 2,716 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 79,920.0000 79,920.00 0.058 4,635.36 0.202 16,143 020 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 0.058 6,489.50 0.202 22,601 022 JOB SITE MANAGEMENT LS 102,960.7700 102,960.77 0.058 5,971.72 0.202 20,798 PROGRAM CAS145 PAGE 2 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 8,500 025 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 0.000 0 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,332.0000 10,656.00 0.000 0 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 14.000 2,719.50 79.000 15,345 031 TEMPORARY DRAINAGE FACILITY LS 27,567.9600 27,567.96 0.330 9,097 032 TEMPORARY FIBER ROLL LF 9.4400 77,880.00 1,900.000 17,936 033 TEMPORARY GRAVEL BAG BERM LF 16.6500 2,497.50 62.000 1,032 034 TEMPORARY CONSTRUCTION ENTRANCE EA 5,016.1800 30,097.08 2.000 10,032 035 STREET SWEEPING LS 400,000.0000 400,000.00 0.058 23,200.00 0.202 80,800 036 TEMPORARY CONCRETE WASHOUT LS 102,904.8500 102,904.85 0.058 5,968.48 0.202 20,786 037 TREATED WOOD WASTE LB 2.2200 15,562.20 0.000 0 038 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 31.000 43,700 045 ROADWAY EXCAVATION CY 69.7500 2,204,100.00 1,105.110 77,081.42 14,086.770 982,552 046 SHOULDER BACKING TON 76.2900 102,991.50 45.700 3,486.45 305.490 23,305 047 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 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 173,283.00 183.000 1,187.67 26,170.000 169,843 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 36.000 9,990 053 RELOCATE WATER METER (EA) EA 1,792.6500 5,377.95 5.000 8,963 054 CUT AND CAP IRRIGATION EA 6,327.0000 18,981.00 0.000 0 055 IMPORTED TOPSOIL (CY) CY 245.8700 329,465.80 0.000 0 056 BONDED FIBER MATRIX (SQFT) SQFT 0.4200 30,366.00 0.000 0 057 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 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 105.8000 469,752.00 4,331.000 458,219 061 CLASS 3 AGGREGATE BASE (CY) CY 122.1000 490,842.00 252.450 30,824.15 1,153.360 140,825 062 LEAN CONCRETE BASE RAPID SETTING CY 498.1000 582,777.00 360.900 179,764.29 507.000 252,536 063 REPLACE CLASS 2 AGGREGATE BASE DIGOUTS CY 174.5700 174,570.00 1,515.000 264,473 064 REPLACE ASPHALT CONCRETE SURFACING CY 578.6300 289,315.00 0.000 0 065 HOT MIX ASPHALT (TYPE A) TON 185.0800 6,070,624.00 164.480 30,441.96 9,662.660 1,788,365 066 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 443,547.00 583.000 66,304.59 705.500 80,236 AREA) 069 HOT MIX ASPHALT BASE TON 175.1600 1,996,824.00 110.560 19,365.69 2,035.910 356,610 070 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 4,679.160 86,798 072 JOINTED PLAIN CONCRETE PAVEMENT CY 492.3300 6,400,290.00 1,454.140 715,916.75 3,107.140 1,529,738 073 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 769.0400 4,245,100.80 714.600 549,555.98 1,006.270 773,861 074 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 6,699.000 90,369 076 STRUCTURAL CONCRETE, BRIDGE CY 2,915.4600 14,577.30 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,365.4100 1,395,591.90 30.050 71,080.57 194.950 461,136 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,676.1000 88,833.30 8.400 14,079 081 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 8.000 2,282 092 24" HDPE LF 724.8300 13,046.94 2.000 1,449 093 36" HDPE LF 947.9400 18,958.80 0.000 0 094 42" HDPE LF 1,222.1100 4,888.44 0.000 0 095 6" ALTERNATIVE PIPE CULVERT LF 576.0900 9,217.44 0.000 0 096 12" ALTERNATIVE PIPE CULVERT LF 278.6100 33,433.20 0.000 0 097 15" ALTERNATIVE PIPE CULVERT LF 300.8100 135,364.50 60.600 18,229 098 18" ALTERNATIVE PIPE CULVERT LF 291.9300 537,151.20 90.400 26,390.47 1,293.800 377,699 099 24" ALTERNATIVE PIPE CULVERT LF 309.6900 935,263.80 702.800 217,650.13 1,232.600 381,723 100 30" ALTERNATIVE PIPE CULVERT LF 561.6600 39,316.20 0.000 0 101 36" ALTERNATIVE PIPE CULVERT LF 486.1800 106,959.60 4.000 1,944 102 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 52.000 14,718 PROGRAM CAS145 PAGE 5 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.000 6,727.71 29.000 6,727 105 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 0.000 0 107 10" REINFORCED CONCRETE PIPE LF 499.5000 18,981.00 42.100 21,028 108 12" REINFORCED CONCRETE PIPE LF 323.0100 190,575.90 138.500 44,736 109 15" REINFORCED CONCRETE PIPE LF 261.9600 652,280.40 819.100 214,571 110 18" REINFORCED CONCRETE PIPE LF 234.2100 1,594,970.10 396.800 92,934.53 850.200 199,125 111 24" REINFORCED CONCRETE PIPE LF 325.2300 748,029.00 16.000 5,203.68 1,210.800 393,788 112 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 4.000 1,807.08 4.000 1,807 114 6" CORRUGATED STEEL PIPE (.079" THICK) LF 568.3200 5,683.20 0.000 0 115 12" CORRUGATED STEEL PIPE (.079" THICK) LF 310.8000 25,796.40 0.000 0 116 18" CORRUGATED STEEL PIPE (.109" THICK) LF 617.1600 25,920.72 0.000 0 117 24" CORRUGATED STEEL PIPE (.138" THICK) LF 1,041.1800 16,658.88 8.000 8,329 118 36" CORRUGATED STEEL PIPE (.168" THICK) LF 700.4100 6,303.69 4.000 2,801 119 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 8.000 1,509 126 REMOVE CULVERT (LF) LF 32.1900 233,377.50 597.200 19,223.87 3,868.100 124,514 127 REMOVE INLET EA 1,981.3500 184,265.55 8.000 15,850.80 44.000 87,179 128 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 3.000 2,683.98 22.000 19,682 PROGRAM CAS145 PAGE 6 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 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 8.200 12,014.64 21.100 30,915 136 DETECTABLE WARNING SURFACE SQFT 55.5000 130,980.00 101.000 5,605.50 339.000 18,814 137 MINOR CONCRETE (MISCELLANEOUS CY 1,831.5000 131,868.00 11.460 20,988 CONSTRUCTION) 138 MINOR CONCRETE (CURB AND GUTTER) CY 1,520.7000 3,010,986.00 101.110 153,757.98 478.110 727,061 139 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 57.400 98,756.70 201.500 346,680 141 MINOR CONCRETE (SIDEWALK) CY 1,387.5000 2,830,500.00 178.400 247,530.00 526.600 730,657 142 MINOR CONCRETE (CURB RAMP) CY 1,809.3000 398,046.00 14.300 25,872.99 38.400 69,477 143 REMOVE CONCRETE CURB (LF) LF 16.6500 416.25 0.000 0 144 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 49.9500 954,045.00 632.300 31,583.39 6,133.400 306,363 145 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 53.8400 20,459.20 0.000 0 146 REMOVE CONCRETE (CURB AND GUTTER) LF 27.2000 938,400.00 684.000 18,604.80 8,198.100 222,988 147 MISCELLANEOUS IRON AND STEEL LB 5.5500 351,165.15 2,378.000 13,197.90 18,434.000 102,308 (F) 148 RELOCATE WATER LINE (CITY WATER SYSTEM) EA 20,611.5900 391,620.21 5.000 103,057.95 14.000 288,562 149 RELOCATE SEWER LINE (CITY WASTE WATER EA 26,557.8600 79,673.58 2.000 53,115.72 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 0.150 27,805 156 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 1.000 2,035.74 2.000 4,071 PROGRAM CAS145 PAGE 7 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,597.40 10.000 6,493 159 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 649.3500 42,207.75 6.000 3,896.10 7.000 4,545 160 RECONSTRUCT MAIL BOX EA 166.5000 1,332.00 0.000 0 161 TEMPORARY FENCE LF 27.7500 3,607.50 0.000 0 162 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 0.000 0 164 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 0.000 0 168 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 6.000 1,232.10 7.000 1,437 174 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 138.7500 11,100.00 0.000 0 BRACKET METHOD) 175 REMOVE ROADSIDE SIGN PANEL EA 71.0400 1,491.84 0.000 0 176 SALVAGE SIGN PANEL EA 166.5000 166.50 0.000 0 177 RESET ROADSIDE SIGN EA 277.5000 6,382.50 1.000 277 178 RELOCATE ROADSIDE SIGN EA 277.5000 2,220.00 0.000 0 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4300 26,780.90 0.000 0 (0.080"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.5900 16,231.90 0.000 0 (0.063"-FRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5300 6,370.70 0.000 0 (0.080"-FRAMED) 182 ROADSIDE SIGN - ONE POST EA 444.0000 62,160.00 6.000 2,664.00 6.000 2,664 183 ROADSIDE SIGN - TWO POST EA 804.7500 11,266.50 0.000 0 184 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 283.0500 33,966.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 8 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 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 10,812.000 7,352 199 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 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.130 5,627 209 RECTANGULAR RAPID FLASHING BEACON LS 172,050.0000 172,050.00 0.000 0 SYSTEMS 210 CAMERA SYSTEMS LS 102,120.0000 102,120.00 0.500 51,060.00 1.000 102,120 211 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,543,995.0000 1,543,995.00 0.502 775,085 212 MODIFYING TRAFFIC MONITORING STATIONS LS 73,260.0000 73,260.00 0.310 22,710 PROGRAM CAS145 PAGE 10 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 02:01 PM ESTIMATE NO. 010 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 06/20/23 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,312,679.99 15,966,507.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 211,478.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,312,679.99 16,177,985.59 213 MOBILIZATION LS 6,371,000.0000 6,371,000.00 0.950 6,052,450 ORIGINAL CONTRACT AMOUNT 63,694,904.57 TOTAL WORK COMPLETED 3,312,679.99 22,230,435.59 MATERIALS ON HAND ON SITE -147,704.88 569,337.37 DEDUCTIONS -18,912.00 -24,346.07 TOTAL 3,146,063.11 22,775,426.89 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 08/15/22 320 08/15/22 08/15/22 08/15/24 73 137 0 0 35% 23% PROGRESS IS SATISFACTORY HENRY, AUSTIN RESIDENT ENGINEER