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 02/24/25 EST. NO. 030 TIME 10:09 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 --------------------------------------------------------------------------- 006 0006 2,647.48 E.W. @ F.A.(+) 011525 N 0187.0 018 0001 5,112.25 E.W. @ F.A.(+) 102524 N 0178.0 7,759.73 TOTAL THIS ESTIMATE 565,002.15 TOTAL PREVIOUS ESTIMATE 572,761.88 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 02/24/25 EST. NO. 030 TIME 10:09 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 RTN DEDUCT LTR 10/23 5,000.00 020 RTN DEDUCT LTR 11/23 10,000.00 020 DEDUCT LTTR 7/24 -10,000.00 023 DEDUCT LTTR 8/24 -10,000.00 024 FHWA DEDUCT -10,000.00 024 RTN FHWA 1391 10,000.00 025 DEDUCT LTTR 10/24 -10,000.00 026 DEDUCT LTTR 11/24 -1,000.00 027 DEDUCT LTTR 12/24 -2,000.00 028 RTN DEDUCT LTR 8/24 10,000.00 030 RTN DEDUCT LTR 11/24 1,000.00 030 RTN DEDUCT LTR 12/24 2,000.00 030 RTN DEDUCT LTR 7/24 10,000.00 030 23,000.00 -10,000.00 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 23,000.00 -11,509.55 PROGRAM CAS145 PAGE 1 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 LOCATION RERUN 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 0.947 47,150 003 TIME-RELATED OVERHEAD (LS) LS 3,950,450.0000 3,950,450.00 0.947 3,741,076 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 6.334 38,004 005 HOURLY OFF-SITE HR 200.0000 24,000.00 25.000 5,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 47,820.1900 47,820.19 1.000 47,820 007 CONSTRUCTION AREA SIGNS LS 97,735.5000 97,735.50 0.934 91,284 008 TRAFFIC CONTROL SYSTEM LS 500,193.4700 500,193.47 0.947 473,683 009 TRAFFIC CONTROL SUPERVISOR (LS) LS 226,313.9800 226,313.98 0.947 214,319 010 STATIONARY IMPACT ATTENUATOR VEHICLE LS 85,248.0000 85,248.00 0.947 80,729 (LS) 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.2000 71,060.00 32,300.000 71,060 012 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.7700 195,653.00 8,054.000 54,525 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 102,800.00 185,175.000 74,070 014 PLASTIC TRAFFIC DRUMS EA 57.7200 49,062.00 893.000 51,543 015 PORTABLE RADAR SPEED FEEDBACK SIGN LS 109,890.0000 109,890.00 0.947 104,065 SYSTEMS (LS) 016 TEMPORARY PAVEMENT MARKER EA 5.3600 7,236.00 1,350.000 7,236 017 TEMPORARY BARRIER SYSTEM LF 58.4500 32,732.00 560.000 32,732 018 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,447.7900 13,447.79 0.947 12,735 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 79,920.0000 79,920.00 0.947 75,684 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,100.0000 22,200.00 2.000 22,200 021 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 111,888.0000 111,888.00 0.947 105,957 022 JOB SITE MANAGEMENT LS 102,960.7700 102,960.77 0.947 97,503 PROGRAM CAS145 PAGE 2 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.000 21,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 38,000.00 3.000 1,200 026 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,332.0000 10,656.00 6.000 7,992 CONTROL) 028 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.7800 31,862.00 17,900.000 31,862 MATRIX) 029 TEMPORARY CHECK DAM LF 8.3300 2,915.50 303.000 2,523 030 TEMPORARY DRAINAGE INLET PROTECTION EA 194.2500 48,562.50 255.000 49,533 031 TEMPORARY DRAINAGE FACILITY LS 27,567.9600 27,567.96 1.000 27,567 032 TEMPORARY FIBER ROLL LF 9.4400 77,880.00 8,200.000 77,408 033 TEMPORARY GRAVEL BAG BERM LF 16.6500 2,497.50 264.000 4,395 034 TEMPORARY CONSTRUCTION ENTRANCE EA 5,016.1800 30,097.08 6.000 30,097 035 STREET SWEEPING LS 400,000.0000 400,000.00 0.947 378,800 036 TEMPORARY CONCRETE WASHOUT LS 102,904.8500 102,904.85 0.947 97,450 037 TREATED WOOD WASTE LB 2.2200 15,562.20 6,917.000 15,355 038 INVASIVE SPECIES CONTROL LS 9,568.2000 9,568.20 1.000 9,568 039 REMOVE PARKING BUMPER EA 527.2500 3,690.75 7.000 3,690 040 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 16.6500 68,265.00 4,100.000 68,265 041 RESET CONCRETE PAVERS SQFT 49.9500 2,597.40 52.000 2,597 042 TEMPORARY HIGH-VISIBILITY FENCE LF 11.1000 1,554.00 140.000 1,554 043 CLEARING AND GRUBBING (LS) LS 20,202.8900 20,202.89 1.000 20,202 044 REMOVE TREE EA 1,409.7000 43,700.70 33.000 46,520 045 ROADWAY EXCAVATION CY 69.7500 2,204,100.00 33,771.960 2,355,594 046 SHOULDER BACKING TON 76.2900 102,991.50 841.940 64,231 047 STRUCTURE EXCAVATION (RETAINING WALL) CY 159.9100 35,180.20 229.670 36,726 048 STRUCTURE BACKFILL (BRIDGE) CY 114.3600 1,143.60 10.000 1,143 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 137.8300 16,539.60 126.020 17,369 PROGRAM CAS145 PAGE 3 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 12,654 055 IMPORTED TOPSOIL (CY) CY 245.8700 329,465.80 1,340.000 329,465 056 BONDED FIBER MATRIX (SQFT) SQFT 0.4200 30,366.00 69,450.000 29,169 057 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 1.000 89,492 060 CLASS 2 AGGREGATE BASE (CY) CY 105.8000 469,752.00 4,379.000 463,298 061 CLASS 3 AGGREGATE BASE (CY) CY 122.1000 490,842.00 4,361.800 532,575 062 LEAN CONCRETE BASE RAPID SETTING CY 498.1000 582,777.00 2,205.000 1,098,310 063 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 289,315.00 138.700 80,255 065 HOT MIX ASPHALT (TYPE A) TON 185.0800 6,070,624.00 30,386.460 5,623,926 066 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 8.4400 226,192.00 26,800.000 226,192 FABRIC) 067 DATA CORE LS 7,159.5000 7,159.50 1.000 7,159 068 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 113.7300 443,547.00 4,415.810 502,210 AREA) 069 HOT MIX ASPHALT BASE TON 175.1600 1,996,824.00 10,271.750 1,799,199 070 TACK COAT TON 763.3600 34,351.20 29.010 22,145 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.5500 1,263,255.00 66,398.360 1,231,689 072 JOINTED PLAIN CONCRETE PAVEMENT CY 492.3300 6,400,290.00 13,066.250 6,432,906 073 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 769.0400 4,245,100.80 5,705.710 4,387,919 074 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 6.5200 93,888.00 12,831.000 83,658 075 GRIND EXISTING CONCRETE PAVEMENT SQYD 13.4900 991,515.00 73,500.000 991,515 076 STRUCTURAL CONCRETE, BRIDGE CY 2,915.4600 14,577.30 5.000 14,577 (F) PROGRAM CAS145 PAGE 4 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 93.780 230,047 078 STRUCTURAL CONCRETE, BOX CULVERT CY 2,343.2100 16,402.47 7.000 16,402 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,365.4100 1,395,591.90 598.450 1,415,579 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,676.1000 88,833.30 52.200 87,492 081 JOINT SEAL LF 5.1900 456,720.00 102,542.000 532,192 082 BAR REINFORCING STEEL (BRIDGE) LB 3.7200 4,017.60 1,080.000 4,017 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 18,690.00 6,503.690 19,511 084 PUBLIC SAFETY PLAN LS 2,775.0000 2,775.00 1.000 2,775 085 REMOVE RETAINING WALL (LF) LF 115.7500 31,252.50 294.000 34,030 086 REMOVE POLYESTER CONCRETE OVERLAY SQFT 11.1000 3,030.30 273.000 3,030 087 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 7.6300 831.67 109.000 831 088 FURNISH POLYESTER CONCRETE OVERLAY CF 132.0400 1,848.56 14.000 1,848 089 PLACE POLYESTER CONCRETE OVERLAY SQFT 108.2200 11,795.98 109.000 11,795 (F) 090 BRIDGE REMOVAL (PORTION) LS 52,521.9800 52,521.98 1.000 52,521 091 12" HDPE LF 285.2700 2,852.70 18.000 5,134 092 24" HDPE LF 724.8300 13,046.94 14.000 10,147 093 36" HDPE LF 947.9400 18,958.80 19.000 18,010 094 42" HDPE LF 1,222.1100 4,888.44 4.000 4,888 095 6" ALTERNATIVE PIPE CULVERT LF 576.0900 9,217.44 23.300 13,422 096 12" ALTERNATIVE PIPE CULVERT LF 278.6100 33,433.20 37.000 10,308 097 15" ALTERNATIVE PIPE CULVERT LF 300.8100 135,364.50 443.500 133,409 098 18" ALTERNATIVE PIPE CULVERT LF 291.9300 537,151.20 1,849.700 539,982 099 24" ALTERNATIVE PIPE CULVERT LF 309.6900 935,263.80 3,071.500 951,212 100 30" ALTERNATIVE PIPE CULVERT LF 561.6600 39,316.20 69.200 38,866 101 36" ALTERNATIVE PIPE CULVERT LF 486.1800 106,959.60 217.600 105,792 102 48" ALTERNATIVE PIPE CULVERT LF 1,645.0200 13,160.16 0.000 0 103 CONCRETE BACKFILL (PIPE TRENCH) CY 283.0500 90,576.00 303.400 85,877 PROGRAM CAS145 PAGE 5 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 118,314.90 485.000 112,515 105 19" X 30" ELLIPTICAL RCP LF 861.3600 13,781.76 15.700 13,523 106 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 190,575.90 681.700 220,195 109 15" REINFORCED CONCRETE PIPE LF 261.9600 652,280.40 2,493.200 653,118 110 18" REINFORCED CONCRETE PIPE LF 234.2100 1,594,970.10 6,839.400 1,601,855 111 24" REINFORCED CONCRETE PIPE LF 325.2300 748,029.00 2,271.300 738,694 112 30" REINFORCED CONCRETE PIPE LF 429.5700 902,097.00 2,119.500 910,473 113 36" REINFORCED CONCRETE PIPE LF 451.7700 144,566.40 313.300 141,539 114 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 78.700 24,459 116 18" CORRUGATED STEEL PIPE (.109" THICK) LF 617.1600 25,920.72 33.100 20,428 117 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 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 9,701.40 230.000 9,701 121 GRATED LINE DRAIN LF 193.1400 32,833.80 50.000 9,657 122 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 7,310.000 235,308 127 REMOVE INLET EA 1,981.3500 184,265.55 117.000 231,817 128 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 99.290 88,830 PROGRAM CAS145 PAGE 6 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.320 54,250 133 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 88.600 129,816 136 DETECTABLE WARNING SURFACE SQFT 55.5000 130,980.00 2,213.000 122,821 137 MINOR CONCRETE (MISCELLANEOUS CY 1,831.5000 131,868.00 130.870 239,688 CONSTRUCTION) 138 MINOR CONCRETE (CURB AND GUTTER) CY 1,520.7000 3,010,986.00 1,993.050 3,030,831 139 MINOR CONCRETE (ISLAND PAVING) CY 1,611.7200 83,809.44 52.200 84,131 140 MINOR CONCRETE (DRIVEWAY) CY 1,720.5000 1,238,760.00 750.800 1,291,751 141 MINOR CONCRETE (SIDEWALK) CY 1,387.5000 2,830,500.00 2,083.700 2,891,133 142 MINOR CONCRETE (CURB RAMP) CY 1,809.3000 398,046.00 233.300 422,109 143 REMOVE CONCRETE CURB (LF) LF 16.6500 416.25 368.500 6,135 144 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 49.9500 954,045.00 19,546.400 976,342 145 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 53.8400 20,459.20 373.700 20,120 146 REMOVE CONCRETE (CURB AND GUTTER) LF 27.2000 938,400.00 38,430.000 1,045,296 147 MISCELLANEOUS IRON AND STEEL LB 5.5500 351,165.15 63,273.000 351,165 (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 2.000 4,902 153 INSTALL BUS SIMME SEAT (CITY) EA 314.7700 1,573.85 6.000 1,888 154 RELOCATE BUS SIMME SEAT EA 757.0100 757.01 1.000 757 155 MODIFYING LIGHTING SYSTEMS (CITY STREET) LS 185,370.0000 185,370.00 0.950 176,101 156 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 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 94.000 61,038 159 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 649.3500 42,207.75 90.000 58,441 160 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 26,862.00 529.600 32,332 163 CHAIN LINK FENCE (TYPE CL-6) LF 88.8000 5,594.40 303.000 26,906 164 20' CHAIN LINK GATE (TYPE CL-4) EA 3,330.0000 6,660.00 2.000 6,660 165 REMOVE FENCE (3' WOOD PICKET) LF 11.1000 1,665.00 149.000 1,653 166 REMOVE FENCE (WROUGHT IRON) LF 111.0000 666.00 6.000 666 167 REMOVE CHAIN LINK FENCE LF 11.1000 5,772.00 790.000 8,769 168 RECONSTRUCT FENCE LF 277.5000 1,110.00 6.900 1,914 169 RELOCATE GATE EA 2,775.0000 5,550.00 2.000 5,550 170 PAVEMENT MARKER EA 11.2900 8,806.20 506.000 5,712 (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 1.000 333 173 REMOVE ROADSIDE SIGN EA 205.3500 26,695.50 147.000 30,186 174 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 138.7500 11,100.00 80.000 11,100 BRACKET METHOD) 175 REMOVE ROADSIDE SIGN PANEL EA 71.0400 1,491.84 21.000 1,491 176 SALVAGE SIGN PANEL EA 166.5000 166.50 1.000 166.50 1.000 166 177 RESET ROADSIDE SIGN EA 277.5000 6,382.50 29.000 8,047 178 RELOCATE ROADSIDE SIGN EA 277.5000 2,220.00 8.000 2,220 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4300 26,780.90 25.000 410.75 1,625.060 26,699 (0.080"-UNFRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 39.5900 16,231.90 405.100 16,037 (0.063"-FRAMED) 181 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5300 6,370.70 48.000 1,609.44 223.500 7,493 (0.080"-FRAMED) 182 ROADSIDE SIGN - ONE POST EA 444.0000 62,160.00 3.000 1,332.00 144.000 63,936 183 ROADSIDE SIGN - TWO POST EA 804.7500 11,266.50 15.000 12,071 184 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 283.0500 33,966.00 1.000 283.05 119.000 33,682 METHOD) PROGRAM CAS145 PAGE 8 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.000 849 186 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 127.6500 765.90 1.000 127.65 6.000 765 POST 187 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 111.0000 2,775.00 25.000 2,775 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 194.2500 12,043.50 62.000 12,043 189 TUBULAR HANDRAILING (MODIFIED) LF 366.3000 12,820.50 35.000 12,820 190 TRANSITION RAILING (TYPE WB-31) EA 8,880.0000 8,880.00 1.000 8,880 191 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,325.0000 8,325.00 1.000 8,325 192 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,938.5000 5,938.50 3.000 17,815 193 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 415.0900 106,263.04 256.000 106,263 (F) 194 REMOVE GUARDRAIL LF 11.1000 2,886.00 256.000 2,841 195 THERMOPLASTIC PAVEMENT MARKING SQFT 5.9300 36,232.30 1,041.000 6,173 196 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 39,181.000 26,643 199 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6300 270,890.00 101,621.000 267,263 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 200 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 1,193.80 462.000 1,173 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 201 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 68,326.00 26,835.000 68,160 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 4,419.60 1,636.000 4,155 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 17-7) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5400 9,931.40 3,907.000 9,923 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 8-4) 204 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.7700 46,983.80 6,813.000 46,124 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6400 3,440.40 601.000 3,389 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 206 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.4400 92,916.00 6,593.000 68,830 MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 207 CONTRAST STRIPE THERMOPLASTIC LF 0.8500 24,310.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 43,290 209 RECTANGULAR RAPID FLASHING BEACON LS 172,050.0000 172,050.00 0.950 163,447 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 0.950 1,466,795 212 MODIFYING TRAFFIC MONITORING STATIONS LS 73,260.0000 73,260.00 0.950 69,597 PROGRAM CAS145 PAGE 10 DATE 02/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H5204 TIME 10:09 AM ESTIMATE NO. 030 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 02/20/25 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 02/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,929.39 57,480,816.95 ADJUSTMENT OF COMPENSATION 0.00 -82,136.23 EXTRA WORK 7,759.73 654,898.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,689.12 58,053,578.83 213 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 11,689.12 64,424,578.83 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 23,000.00 -11,509.55 TOTAL 34,689.12 64,413,069.28 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 03/24/25 339 284 0 0 97% 94% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/02/24. HENRY, AUSTIN RESIDENT ENGINEER