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 08/23/22 EST. NO. 042 TIME 10:22 AM R.E. NAME: CHARLIE MAHAN 03-0H10U4 --------------------------------------------------------------------------- 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 0173 235.95 E.W. @ F.A.(+) 022521 N 0486.0 002 0003 5,324.00 E.W. @ L.S.(+) 082222 N 2 0 062 0396 1,989.97 E.W. @ F.A.(+) 051322 N 5597.0 0402 15,568.01 041122 N 5607.0 0403 19,594.70 041222 N 5608.0 0404 19,498.71 041922 N 5609.0 0409 3,828.22 051022 N 5614.0 0410 8,674.90 050822 N 0411.0 0411 5,727.12 051022 N 0412.0 0413 3,800.52 051222 N 0414.0 0414 3,216.41 051322 N 0415.0 0421 5,761.46 050222 N 0403.0 0422 4,982.59 050322 N 0404.0 0423 5,727.12 050422 N 0405.0 0424 4,756.97 050522 N 0406.0 0425 5,641.85 050622 N 0407.0 0426 4,309.12 050722 N 0408.0 0428 4,016.39 050822 N 0410.0 0429 5,146.34 041222 N 0390.0 0430 3,737.52 041922 N 0391.0 0431 4,909.02 042122 N 0392.0 0432 3,748.46 042222 N 0393.0 0433 5,026.79 042522 N 0394.0 0434 5,727.12 042622 N 0395.0 0435 5,761.46 042722 N 0396.0 0436 5,808.02 042822 N 0397.0 0437 7,975.66 042922 N 0398.0 0439 2,572.46 040122 N 0383.0 0440 5,387.61 040422 N 0384.0 0441 4,995.67 040522 N 0385.0 0443 5,559.92 050922 N 0426.0 0444 3,066.72 040622 N 0386.0 0445 4,027.57 040722 N 0387.0 0446 3,792.45 040822 N 0388.0 0447 5,383.69 041122 N 0389.0 0448 16,940.13 041222 N 0619.0 0450 8,938.99 041922 N 0621.0 0451 44,104.02 042122 N 0622.0 0452 10,458.22 042122 N 0623.0 0453 13,242.49 042222 N 0627.0 0454 13,671.33 042522 N 0628.0 0455 10,618.17 042622 N 0629.0 0456 40,687.63 042622 N 0630.0 0457 64,531.08 042722 N 0631.0 0458 5,470.94 042722 N 0632.0 0460 11,936.07 042822 N 0634.0 0462 48,006.82 050222 N 0636.0 0464 45,583.04 050322 N 0638.0 0465 27,821.90 050322 N 0639.0 0467 11,070.74 050422 N 0641.0 0469 13,419.63 050522 N 0643.0 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 08/23/22 EST. NO. 042 TIME 10:22 AM R.E. NAME: CHARLIE MAHAN 03-0H10U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0471 11,229.32 050622 N 0645.0 0472 50,576.98 050922 N 0646.0 0473 17,301.45 050922 N 0647.0 0474 48,398.85 051022 N 0648.0 0476 40,366.96 051122 N 0650.0 0477 15,531.84 051122 N 0651.0 0478 44,896.84 051222 N 0652.0 0555 46,827.57 061922 N 5696.0 0562 189,498.95 060622 N 5723.0 0563 11,127.68 061822 N 5695.0 0564 73,832.04 E.W. @ U.P (+) 081922 N 27 0 0565 64,588.42 E.W. @ L.S.(+) 081922 N 28 0 0566 43,547.21 A.C. @ L.S.(+) 081922 N 29 0 064 0031 18,823.11 E.W. @ F.A.(+) 060221 N 5262.1 067 0011 1,373.16 E.W. @ F.A.(+) 060622 N 5602.0 086 0002 3,937.16 E.W. @ F.A.(+) 030722 N 0420.0 0003 3,001.46 030822 N 0421.0 0004 2,496.77 031522 N 0422.0 0005 1,327.39 031822 N 0423.0 0006 2,179.38 031722 N 0424.0 095 0012 9,463.24 E.W. @ F.A.(+) 011122 N 5397.1 107 0017 3,001.85 E.W. @ F.A.(+) 050222 N 5573.1 0018 5,952.47 050322 N 5574.1 0019 5,936.17 050422 N 5575.1 0020 9,044.98 050522 N 5576.1 0021 8,662.72 050622 N 5577.1 0022 10,820.76 050922 N 5585.1 0023 8,121.01 051022 N 5586.1 0024 8,630.56 051122 N 5587.1 0026 1,487.15 051322 N 5589.1 0027 4,463.34 051622 N 5590.1 0028 6,397.50 051722 N 5591.1 0029 7,410.73 051822 N 5592.1 0030 5,596.47 051922 N 5593.1 0031 6,622.07 052022 N 5594.1 1,384,255.25 TOTAL THIS ESTIMATE 40,004,038.94 TOTAL PREVIOUS ESTIMATE 41,388,294.19 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 08/23/22 EST. NO. 042 TIME 10:22 AM R.E. NAME: CHARLIE MAHAN 03-0H10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPENING -57,414.00 013 OIL PRICE INDEX ADJ -689,326.77 014 RETURN OIL PRICE IND 689,326.77 016 CPM UPDATE -187,500.00 039 RTN CPM UPDATE 6/22 187,500.00 040 0.00 -57,414.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FWHA 1391 -10,000.00 027 RETURN FHWA 1391 10,000.00 029 7/22 1391 PAC NW -10,000.00 042 7/22 1391 FARWEST -10,000.00 042 7/22 1391 SWTRAFF -10,000.00 042 7/22 1391 HWYSPEC -10,000.00 042 -40,000.00 -40,000.00 LABOR COMPLIANCE VIOLATION MISSING FHWA1391 -10,000.00 002 PER LTR DATED 10/19 -3,000.00 003 REC'D FHWA1391 10,000.00 003 PER LTTR DATED 11/19 -10,000.00 004 PER LTTR DATED 12/19 -10,000.00 006 RELEASE 10/19 DEDUCT 3,000.00 006 PER LTTR DATED 1/20 -4,000.00 008 PER LTTR DATED 2/20 -7,000.00 008 RELEASE 11/19 10,000.00 008 RELEASE 12/19 10,000.00 008 RELEASE 1/20 DEDUCT 4,000.00 009 RELEASE 2/20 DEDUCT 7,000.00 009 PER LTTR DATED 4/20 -9,000.00 010 RELEASE 4/20 DEDUCT 9,000.00 011 PER 8/20 LETTER -10,000.00 014 RETURN DEDUCT 8/20 10,000.00 016 PER LTR DATED 12/20 -10,000.00 018 RELEASE 12/20 LETTER 10,000.00 019 PER 8/21 LETTER -5,000.00 027 PER 10/21 LETTER -10,000.00 030 RELEASE 8/21 DEDUCT 5,000.00 030 PER 11/21 LTR -10,000.00 031 RELEASE 8/21 DEDUCT 5,000.00 033 RELEASE 8/21 LETTER 10,000.00 033 PER 3/22 LETTER -7,000.00 036 DEDUCT LTTR 4/2022 -10,000.00 037 RETURN LTTR 3/2022 7,000.00 038 DEDUCT LTR EST 39 -10,000.00 039 RELEASE LTR EST 30 10,000.00 039 RELEASE LTR EST 31 10,000.00 039 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/23/22 EST. NO. 042 TIME 10:22 AM R.E. NAME: CHARLIE MAHAN 03-0H10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEDUCT LTTR 7/2022 -10,000.00 041 CORRECT RTN LTR 8/21 -5,000.00 042 RTN LTTR 10/21 10,000.00 042 5,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 337 -1,257,400.00 003 OVERBID ITEM NO. 337 -628,700.00 008 OVERBID ITEM NO. 337 -502,960.00 013 OVERBID ITEM NO. 337 -125,740.00 022 0.00 -2,514,800.00 TOTAL DEDUCTIONS -35,000.00 -2,622,214.00 PROGRAM CAS145 PAGE 1 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-5-9.7/24.9 ----------------------- NOR CAL PAVING IN SACRAMENTO, FROM 1.1 MILES SOUTH 400 SUNRISE AVE. SUITE 300; OF ELK GROVE BLVD OVERCROSSING TO ROSEVILLE CA 95661 ROUTE 50 AT AMERICAN RIVER BR (BR#24-68) FED. AID NO. B1IM- 005-6(349)E ROADWAY REHABILITATION, CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,523.5000 4,523.50 1.000 4,523 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 60,000.0000 60,000.00 0.750 45,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 33,000.0000 13,200,000.00 22.000 726,000.00 374.000 12,342,000 004 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 0.055 16,500.00 0.940 282,000 005 CONSTRUCTION AREA SIGNS LS 200,000.0000 200,000.00 0.028 5,600.00 0.871 174,200 006 TRAFFIC CONTROL SYSTEM LS 15,108,744.0000 15,108,744.00 0.055 830,980.92 0.940 14,202,219 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 396,720.0000 396,720.00 0.710 281,671 008 TYPE III BARRICADE EA 101.0000 17,170.00 7.000 707 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0200 1,272.60 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 357,500.00 2,481.000 620.25 1,078,121.000 269,530 011 PLASTIC TRAFFIC DRUMS EA 4.7600 29,036.00 6,463.000 30,763 012 TEMPORARY PAVEMENT MARKER EA 3.0300 85,749.00 29,438.000 89,197 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 7,853.3100 7,853.31 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 250,000.0000 250,000.00 0.055 13,750.00 0.940 235,000 015 TEMPORARY RAILING (TYPE K) LF 11.0000 3,047,000.00 233,680.000 2,570,480 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,900.0000 456,000.00 143.000 271,700 TERMINAL SYSTEM 017 TEMPORARY TRAFFIC SCREEN LF 3.0000 333,000.00 50,250.000 150,750 018 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.055 5,500.00 0.940 94,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.022 66.00 0.873 2,619 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 47,000.00 49.000 24,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 58,000.00 5.000 2,000 022 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 3.9800 41,392.00 1,702.000 6,773 024 MOVE-IN/MOVE-OUT EA 204.0000 3,672.00 19.000 3,876 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 29,886.00 100,381.000 51,194 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 2.6600 155,876.00 2,287.250 6,084 027 TEMPORARY CHECK DAM LF 11.1400 13,145.20 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 291.4700 72,867.50 164.000 47,801 029 TEMPORARY FIBER ROLL LF 2.9000 43,500.00 18,041.000 52,318 030 TEMPORARY GRAVEL BAG BERM LF 8.4200 97,672.00 2,451.000 20,637 031 TEMPORARY SILT FENCE LF 3.0500 45,750.00 4,203.000 12,819 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,149.5300 77,242.95 3.000 15,448 033 STREET SWEEPING LS 1,427,959.3900 1,427,959.39 0.055 78,537.77 0.940 1,342,281 034 TEMPORARY CONCRETE WASHOUT LS 175,000.0000 175,000.00 0.055 9,625.00 0.940 164,500 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 850.0000 85,000.00 77.000 65,450 036 WATER QUALITY MONITORING REPORT EA 275.0000 27,500.00 77.000 21,175 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 98,007.0000 98,007.00 1.000 98,007 038 ASBESTOS COMPLIANCE PLAN LS 4,272.1000 4,272.10 1.000 4,272 039 TREATED WOOD WASTE LB 0.1100 31,710.25 85,543.000 9,409 040 TEMPORARY WETLAND PROTECTION MAT LS 196,014.0000 196,014.00 1.000 196,014 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 98,040.0000 98,040.00 0.055 5,392.20 0.935 91,667 042 BIRD EXCLUSION DEVICES LS 87,955.0000 87,955.00 1.000 87,955 043 NOISE MONITORING LS 100,000.0000 100,000.00 0.000 0 044 REMOVE CONCRETE (LF) LF 3.8300 11,719.80 3,009.000 11,524 045 REMOVE CONCRETE (CY) CY 54.7800 372,504.00 1,717.200 94,068 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0900 11,704.00 133.000 277 047 TEMPORARY HIGH-VISIBILITY FENCE LF 3.2000 38,400.00 4,717.800 15,096 048 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 049 ROADWAY EXCAVATION CY 24.0000 4,344,000.00 182,740.410 4,385,769 PROGRAM CAS145 PAGE 3 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (TYPE Z-2) CY 336.0000 151,200.00 176.010 59,139 (AERIALLY DEPOSITED LEAD) 051 SHOULDER BACKING TON 91.0000 218,400.00 0.000 0 052 STRUCTURE EXCAVATION (BRIDGE) CY 150.7800 500,137.26 3,317.000 500,137 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 323,550.00 4,314.000 323,550 (F) 054 STRUCTURE EXCAVATION (GROUND ANCHOR CY 251.3000 74,133.50 295.000 74,133 (F) WALL) 055 STRUCTURE BACKFILL (BRIDGE) CY 145.7500 283,775.25 1,947.000 283,775 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 170.0000 318,750.00 1,698.000 288,660 (F) 057 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 402.0800 19,701.92 49.000 19,701 (F) 058 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.3000 435,600.00 56,056.440 184,986 CLASS B2 059 ROADSIDE CLEARING LS 500,000.0000 500,000.00 1.000 500,000 060 8" CORRUGATED HIGH DENSITY LF 91.9500 36,780.00 46.000 4,229 POLYETHYLENE PIPE CONDUIT 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 204.0000 1,632.00 4.000 816 062 DRY SEED (SQFT) SQFT 0.0500 8,350.00 24,742.000 1,237 063 BONDED FIBER MATRIX (TYPE 1) SQFT 0.1000 537,000.00 396,372.000 39,637 064 BONDED FIBER MATRIX (TYPE 2) SQFT 0.1000 132,800.00 35,760.000 3,576 065 BONDED FIBER MATRIX (TYPE 3) SQFT 0.2200 95,040.00 0.000 0 066 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.3600 59,400.00 24,062.000 8,662 067 FIBER ROLLS LF 3.0600 113,526.00 2,623.000 8,026.38 2,623.000 8,026 068 STRAW SQFT 1.0200 1,774.80 0.000 0 069 COMPOST (CY) CY 25.5000 346,800.00 1,415.000 36,082 070 INCORPORATE MATERIALS SQFT 0.0500 22,500.00 0.000 0 071 FINISHING ROADWAY LS 230,000.0000 230,000.00 0.500 115,000 072 LIME STABILIZED SOIL SQYD 8.6800 243,908.00 18,571.000 161,196 073 CLASS 2 AGGREGATE SUBBASE CY 55.0000 731,500.00 14,193.000 780,615 074 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 3,748,000.00 99,062.000 3,962,480 075 LEAN CONCRETE BASE RAPID SETTING CY 360.0000 9,324,000.00 0.000 0 076 REPLACE BASE CY 360.0000 802,800.00 385.960 138,945 PROGRAM CAS145 PAGE 4 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CRACK AND SEAT SQYD 1.1600 426,880.00 364,641.000 422,983 078 HIGH FRICTION SURFACE TREATMENT SQYD 28.4900 396,011.00 12,655.000 360,540 079 REPLACE ASPHALT CONCRETE SURFACING CY 208.8200 64,734.20 148.920 31,097 080 HOT MIX ASPHALT (TYPE A) (LONG LIFE) TON 95.0000 33,250,000.00 462,229.920 43,911,842 081 HOT MIX ASPHALT (TYPE A) TON 100.0000 8,280,000.00 55.180 5,518.00 63,013.740 6,301,374 082 HOT MIX ASPHALT (LEVELING) TON 89.0000 4,200,800.00 42,177.710 3,753,816 083 MINOR HOT MIX ASPHALT TON 150.0000 4,050.00 3.170 475.50 19.710 2,956 084 HOT MIX ASPHALT-OPEN GRADED TON 90.0000 657,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 085 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 5,800,000.00 20,083.270 2,008,327.00 64,063.110 6,406,311 (OPEN GRADED FRICTION COURSE) 086 ASPHALT BINDER TON 1.0200 826.20 535.400 546 (GEOSYNTHETIC PAVEMENT INTERLAYER) 087 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5200 1,045,760.00 675,989.000 1,027,503 (PAVING FABRIC) 088 DATA CORE LS 31,554.0100 31,554.01 0.000 0 089 PLACE HOT MIX ASPHALT DIKE LF 1.8400 49,864.00 2,404.000 4,423.36 24,640.000 45,337 090 PLACE HOT MIX ASPHALT SQYD 31.5700 68,822.60 95.000 2,999.15 1,758.000 55,500 (MISCELLANEOUS AREA) 091 TACK COAT TON 1,406.3400 1,420,403.40 85.180 119,792.04 1,108.410 1,558,801 092 REMOVE ASPHALT CONCRETE DIKE LF 3.6000 79,200.00 17,182.000 61,855 093 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 1,272,600.00 29,444.060 123,665.05 484,844.720 2,036,347 094 PRECAST JOINTED CONCRETE PAVEMENT CY 900.0000 29,610,000.00 0.000 0 095 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 685.0000 2,863,300.00 3,545.910 2,428,948 096 REMOVE CONCRETE PAVEMENT AND BASE CY 150.0000 6,555,000.00 0.000 0 097 GRIND EXISTING CONCRETE SQYD 6.2700 146,718.00 2,621.000 16,433 PAVEMENT 098 GRIND EXISTING BRIDGE DECK SQYD 28.3400 8,785.40 85.330 2,418 099 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.5200 297,051.48 98.000 294,050 100 FURNISH STEEL PIPE PILING (PP 30 X 1.0) LF 291.5100 3,086,216.37 10,581.500 3,084,613 101 DRIVE STEEL PIPE PILE (PP 30 X 1.0) EA 3,518.2000 464,402.40 132.000 464,402 102 FURNISH 18" PRECAST PRESTRESSED LF 226.1700 1,229,912.46 5,406.000 1,222,675 CONCRETE PILING 103 DRIVE 18" PRECAST PRESTRESSED CONCRETE EA 3,819.7600 320,859.84 84.000 320,859 PILING PROGRAM CAS145 PAGE 5 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 140) (ALTERNATIVE LF 27.1400 271,589.98 10,006.500 271,576 X) 105 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,010.4000 446,308.80 222.000 446,308 106 FURNISH 18" CAST-IN-STEEL SHELL LF 80.4200 698,849.80 8,690.000 698,849 CONCRETE PILING 107 DRIVE 18" CAST-IN-STEEL SHELL CONCRETE EA 1,407.2800 503,806.24 351.000 493,955 PILE 108 FURNISH 24" CAST-IN-STEEL SHELL LF 120.6200 18,093.00 150.000 18,093 CONCRETE PILING 109 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 1,407.2800 8,443.68 6.000 8,443 PILE 110 24" CAST-IN-DRILLED-HOLE CONCRETE LF 78.0000 570,180.00 7,265.000 566,670 PILING (SOUND WALL) 111 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,530.1800 2,693,116.80 1,760.000 2,693,116 (SIGN FOUNDATION) 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 452.3400 667,653.84 1,476.000 667,653 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 2,766.6400 6,529,270.40 2,326.000 6,435,204 (F) 114 STRUCTURAL CONCRETE, BRIDGE CY 2,161.1800 5,223,572.06 2,417.000 5,223,572 (F) (POLYMER FIBER) 115 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 1,256.5000 152,036.50 121.000 152,036 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 452.3400 643,227.48 1,422.000 643,227 (F) 117 STRUCTURAL CONCRETE, SOUND WALL CY 1,507.8000 22,617.00 32.830 49,501 (F) 118 STRUCTURAL CONCRETE, SOUND WALL PILE CAP CY 1,628.3000 16,283.00 0.000 0 (F) 119 STRUCTURE CONCRETE (PUMPING PLANT) CY 4,047.2600 8,094.52 2.000 8,094 (F) 120 STRUCTURAL CONCRETE, BARRIER SLAB CY 669.9900 487,752.72 750.000 502,492 (F) 121 AGGREGATE BASE (APPROACH SLAB) CY 351.8200 10,554.60 7.000 2,462 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,005.2000 335,736.80 334.000 335,736 (F) (TYPE N) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,507.8000 467,418.00 371.810 560,615 (TYPE R) 124 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,003.8900 529,026.96 264.000 529,026 (F) 125 MINOR CONCRETE (MINOR STRUCTURE) CY 2,350.0000 136,300.00 49.480 116,278 (F) 126 MINOR CONCRETE (COLLAR) CY 1,200.0000 5,520.00 4.200 5,040 127 MINOR CONCRETE (BACKFILL) CY 270.0000 1,485.00 5.500 1,485 (F) 128 PAVING NOTCH EXTENSION CF 1,357.0200 50,209.74 9.000 12,213 129 FRACTURED RIB TEXTURE SQFT 35.1800 112,224.20 3,190.000 112,224 (F) 130 FRACTURED RIB TEXTURE WITH RIBBON SQFT 40.2100 54,323.71 1,351.000 54,323 (F) PATTERN PROGRAM CAS145 PAGE 6 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FRACTURED RIB TEXTURE WITH CURVE PATTERN SQFT 75.3900 33,925.50 450.000 33,925 (F) 132 DRILL AND BOND DOWEL LF 15.0800 39,192.92 1,869.230 28,187 133 DRILL AND BOND DOWEL LF 15.0800 18,548.40 1,212.000 18,276 (CHEMICAL ADHESIVE)(LF) 134 CLEAN EXPANSION JOINT LF 35.1800 75,179.66 2,612.000 91,890 135 FURNISH PRECAST CONCRETE RECTANGULAR EA 7,036.4000 84,436.80 12.000 84,436 GIRDER (30'-40') 136 FURNISH PRECAST CONCRETE RECTANGULAR EA 7,036.4000 422,184.00 60.000 422,184 GIRDER (40'-50') 137 ERECT PRECAST CONCRETE GIRDER EA 1,507.8000 108,561.60 72.000 108,561 (F) 138 JOINT SEAL (MR 1/2") LF 75.3900 98,760.90 1,328.000 100,117 139 JOINT SEAL (MR 1") LF 75.3900 49,229.67 660.000 49,757 140 JOINT SEAL (MR 2") LF 175.9100 4,221.84 957.000 168,345 141 BONDED JOINT SEAL (MR 2") LF 80.4200 56,213.58 699.000 56,213 142 BONDED JOINT SEAL (MR 2 1/2") LF 100.5200 17,892.56 178.000 17,892 143 BAR REINFORCING STEEL (BRIDGE) LB 1.2600 2,621,981.88 2,031,134.000 2,559,228 (F) 144 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0100 168,747.54 83,954.000 168,747 (F) 145 BAR REINFORCING STEEL (GROUND ANCHOR LB 1.3600 85,174.08 62,628.000 85,174 (F) WALL) 146 BAR REINFORCING STEEL (PUMPING PLANT) LB 27.3200 2,950.56 108.000 2,950 (F) 147 BAR REINFORCING STEEL (SOUND WALL PILE) LB 1.1600 280,465.96 240,291.000 278,737 (F) 148 HEADED BAR REINFORCEMENT EA 10.0500 105,504.90 10,498.000 105,504 (F) 149 STRUCTURAL SHOTCRETE CY 879.5500 145,125.75 165.000 145,125 (F) 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 84,903.00 4,037.000 28,259 (F) WITH WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 42,451.50 4,037.000 14,129 (F) WITH WALKWAY) 152 FURNISH SIGN STRUCTURE (TRUSS) LB 4.1000 3,697,031.50 84,234.000 345,359.40 616,386.000 2,527,182 (F) 153 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 270,514.50 84,234.000 25,270.20 616,386.000 184,915 (F) 154 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 40,000.00 1.000 2,000.00 12.000 24,000 155 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 20,000.00 1.000 2,000.00 6.000 12,000 156 RELOCATE SIGN STRUCTURE EA 7,000.0000 14,000.00 3.000 21,000 157 PEDESTRIAN BARRICADE EA 757.5000 757.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SOUND WALL (MASONRY BLOCK) SQFT 50.2600 15,228.78 0.000 0 (F) 159 SOUND WALL (MASONRY BLOCK) (MODIFIED) SQFT 40.3600 1,658,997.80 42,322.000 1,708,115 (F) 160 PUBLIC SAFETY PLAN LS 15,180.0000 15,180.00 1.000 15,180 161 RAPID SETTING CONCRETE (PATCH) CF 108.0000 83,700.00 80.240 8,665 162 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 19,814.00 24,697.000 24,697 163 REMOVE UNSOUND CONCRETE CF 82.0000 63,550.00 44.750 3,669 164 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 54,745.50 203,718.060 101,859 165 FURNISH POLYESTER CONCRETE OVERLAY CF 71.8500 545,988.15 15,184.000 1,090,970 166 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0500 349,899.75 176,034.000 712,937 (F) 167 HIGH FRICTION SURFACE TREATMENT SQYD 59.9500 153,831.70 3,071.000 184,106 (F) (BRIDGE) 168 CORE CONCRETE (6") LF 753.9000 18,847.50 8.350 6,295 169 CORE CONCRETE (18") LF 2,513.0000 22,617.00 6.000 15,078 170 ACCESS OPENING, SOFFIT EA 2,513.0000 35,182.00 4.000 10,052 171 BRIDGE REMOVAL LS 301,560.0000 301,560.00 1.000 301,560 172 BRIDGE REMOVAL (PORTION), LOCATION A LS 226,170.0000 226,170.00 1.000 226,170 173 BRIDGE REMOVAL (PORTION), LOCATION B LS 226,170.0000 226,170.00 1.000 226,170 174 BRIDGE REMOVAL (PORTION), LOCATION C LS 150,780.0000 150,780.00 1.000 150,780 175 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,130.0000 25,130.00 1.000 25,130 176 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,130.0000 25,130.00 1.000 25,130 177 BRIDGE REMOVAL (PORTION), LOCATION F LS 25,130.0000 25,130.00 1.000 25,130 178 BRIDGE REMOVAL (PORTION), LOCATION G LS 25,130.0000 25,130.00 1.000 25,130 179 BRIDGE REMOVAL (PORTION), LOCATION H LS 175,910.0000 175,910.00 1.000 175,910 180 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 5,161.20 255.000 5,161 (LOCATION 1) 181 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 10,828.40 535.000 10,828 (LOCATION 2) 182 PUMPING PLANT METAL WORK (REMOVAL) LB 10.1200 425.04 42.000 425 (LOCATION 3) 183 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 6,092.24 301.000 6,092 (LOCATION 4) 184 PUMPING PLANT REMOVAL (PORTION) LS 10,118.1500 10,118.15 1.000 10,118 PROGRAM CAS145 PAGE 8 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SALVAGE PUMPING PLANT EQUIPMENT LS 60,922.0800 60,922.08 1.000 60,922 186 MISCELLANEOUS METAL (PIPE SHEAR KEY) LB 30.1600 22,016.80 730.000 22,016 (F) 187 12" REINFORCED CONCRETE PIPE LF 142.0000 9,940.00 70.400 9,996 188 18" REINFORCED CONCRETE PIPE LF 168.0000 705,600.00 3,796.100 637,744 189 24" REINFORCED CONCRETE PIPE LF 184.0000 51,520.00 258.500 47,564 190 30" REINFORCED CONCRETE PIPE LF 147.0000 33,810.00 230.000 33,810 191 36" REINFORCED CONCRETE PIPE LF 183.0000 104,310.00 571.000 104,493 192 12" CORRUGATED STEEL PIPE (.079" THICK) LF 96.0000 9,504.00 10.500 1,008.00 109.500 10,512 193 18" CORRUGATED STEEL PIPE (.109" THICK) LF 173.0000 19,030.00 25.500 4,411.50 524.500 90,738 194 18" SLOTTED CORRUGATED STEEL PIPE LF 143.0000 1,244,100.00 10,122.000 1,447,446 (.079" THICK) 195 8" PERFORATED STEEL PIPE UNDERDRAIN LF 90.0000 12,330.00 138.000 12,420 (.064" THICK) 196 CLASS 1 PERMEABLE MATERIAL (TYPE B) CY 500.0000 1,200.00 0.000 0 197 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 90.0000 23,220.00 270.000 24,300 (.064" THICK) 198 ANCHOR ASSEMBLY EA 341.0000 3,751.00 11.000 3,751 199 DRAINAGE INLET MARKER EA 126.2500 252.50 0.000 0 200 GRATED LINE DRAIN LF 200.0000 1,040,000.00 5,154.000 1,030,800 201 10" WELDED STEEL PIPE CASING (BRIDGE) LF 402.0800 47,043.36 78.000 31,362 202 12" STEEL FLARED END SECTION EA 263.0000 263.00 1.000 263 203 18" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 204 18" CONCRETE FLARED END SECTION EA 1,320.0000 7,920.00 6.000 7,920 205 24" CONCRETE FLARED END SECTION EA 1,210.0000 2,420.00 2.000 2,420 206 30" CONCRETE FLARED END SECTION EA 1,450.0000 2,900.00 2.000 2,900 207 36" CONCRETE FLARED END SECTION EA 1,650.0000 6,600.00 4.000 6,600 208 ABANDON CULVERT (LF) LF 83.0000 49,800.00 677.000 56,191 209 REMOVE GRATED LINE DRAIN LF 45.0000 207,000.00 4,560.000 205,200 210 REMOVE CULVERT (LF) LF 37.0000 77,700.00 1,621.700 60,002 211 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 66.0000 309,540.00 4,827.500 318,615 PROGRAM CAS145 PAGE 9 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE INLET EA 845.0000 73,515.00 76.000 64,220 213 REMOVE FLARED END SECTION (EA) EA 575.0000 7,475.00 10.000 5,750 214 ADJUST INLET EA 3,600.0000 172,800.00 39.000 140,400 215 MODIFY INLET EA 3,900.0000 89,700.00 16.000 62,400 216 CAP INLET EA 3,700.0000 3,700.00 1.000 3,700 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 REMOVE SLOPE PAVING (SQYD) SQYD 75.3900 112,858.83 1,493.000 112,557 219 SLOPE PAVING (CONCRETE) CY 615.0000 510,450.00 32.000 19,680.00 869.470 534,724 220 ROCK SLOPE PROTECTION CY 201.0000 28,140.00 73.360 14,745 (20 LB, CLASS I, METHOD B) (CY) 221 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 31.0000 12,090.00 157.000 4,867 222 MINOR CONCRETE (GUTTER) (LF) LF 35.1800 32,330.42 919.000 32,330 223 DETECTABLE WARNING SURFACE SQFT 47.0000 44,180.00 728.900 34,258 224 MINOR CONCRETE (MISCELLANEOUS CY 780.0000 2,059,200.00 2,718.920 2,120,757 CONSTRUCTION) 225 MINOR CONCRETE (TEXTURED PAVING) CY 885.0000 1,566,450.00 27.750 24,558.75 1,899.460 1,681,022 226 REMOVE CONCRETE CURB (LF) LF 3.5000 74,900.00 148.000 518.00 20,724.000 72,534 227 REMOVE CONCRETE SIDEWALK (LF) LF 3.8000 35,986.00 9,868.000 37,498 228 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 28,800.00 0.000 0 229 DRAINAGE PUMPING EQUIPMENT LS 505,907.7100 505,907.71 0.960 485,671 230 PUMPING PLANT ELECTRICAL EQUIPMENT LS 2,062,637.5100 2,062,637.51 0.920 1,897,626 231 MISCELLANEOUS IRON AND STEEL LB 2.3000 122,592.30 48,999.300 112,698 (F) 232 MISCELLANEOUS METAL (BRIDGE) LB 15.0800 17,221.36 180.000 2,714 (F) 233 BRIDGE DECK DRAINAGE SYSTEM LB 15.0800 128,315.72 5,642.000 85,081 (F) 234 PUMPING PLANT METAL WORK (LOCATION 1) LB 50.5900 12,900.45 255.000 12,900 (F) 235 PUMPING PLANT METAL WORK (LOCATION 2) LB 50.5900 27,065.65 535.000 27,065 (F) 236 PUMPING PLANT METAL WORK (LOCATION 3) LB 35.4100 1,487.22 42.000 1,487 (F) 237 PUMPING PLANT METAL WORK (LOCATION 4) LB 50.5900 15,227.59 301.000 15,227 (F) 238 REMOVE CITY MANHOLE EA 4,600.0000 4,600.00 1.000 4,600 PROGRAM CAS145 PAGE 10 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 REMOVE 24" STORM DRAIN LF 81.0000 1,215.00 16.000 1,296 240 REMOVE 60" STORM DRAIN LF 120.0000 13,200.00 118.000 14,160 241 60" CITY STORM DRAIN LF 1,350.0000 162,000.00 136.000 183,600 242 CITY MANHOLE EA 8,400.0000 16,800.00 2.000 16,800 243 FENCE (TYPE WM, METAL POST) LF 15.8500 12,521.50 0.000 0 244 CHAIN LINK FENCE (TYPE CL-6) LF 19.1700 17,253.00 359.000 6,882 245 16' CHAIN LINK GATE (TYPE CL-6) EA 2,732.0000 5,464.00 1.000 2,732 246 REMOVE FENCE (TYPE WM) LF 6.0000 4,380.00 728.000 4,368 247 REMOVE CHAIN LINK FENCE LF 7.0000 6,930.00 180.000 1,260 248 REMOVE GATE EA 500.0000 1,500.00 1.000 500 249 RECONSTRUCT FENCE LF 91.8800 12,863.20 0.000 0 250 CONCRETE BARRIER DELINEATOR (16-INCH) EA 40.4000 202.00 0.000 0 251 DELINEATOR (CLASS 1) EA 40.4000 3,918.80 0.000 0 252 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 55.5500 722.15 0.000 0 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0400 67,508.40 4,006.000 16,184.24 8,276.000 33,435 254 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.2000 24,846.00 0.000 0 255 MILEPOST MARKER EA 40.4000 2,545.20 0.000 0 256 OBJECT MARKER (TYPE K-1) EA 40.4000 484.80 0.000 0 257 OBJECT MARKER (TYPE L-1) EA 40.4000 40.40 0.000 0 258 REMOVE ROADSIDE SIGN EA 50.5000 11,968.50 17.000 858 259 RESET ROADSIDE SIGN EA 378.7500 34,845.00 0.000 0 260 RELOCATE ROADSIDE SIGN EA 404.0000 6,060.00 1.000 404 261 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.5100 4,241.60 160.000 4,241 262 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.9400 270,522.00 1,711.660 40,977.14 9,102.950 217,924 FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6100 6,472.10 0.000 0 (0.063"-UNFRAMED) 264 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0800 7,433.60 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 11 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1100 1,888.70 0.000 0 (0.080"-UNFRAMED) 266 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.6900 8,950.70 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 26,350.00 0.000 0 (0.063"-FRAMED) 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4200 4,471.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.1500 12,920.00 0.000 0 (0.080"-FRAMED) 270 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.9200 3,588.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 271 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7900 52,302.00 1,711.660 6,487.19 9,102.950 34,500 272 ROADSIDE SIGN (BARRIER MOUNTED) EA 2,979.5000 134,077.50 19.000 56,610.50 35.000 104,282 273 ROADSIDE SIGN - ONE POST EA 227.2500 43,632.00 0.000 0 274 ROADSIDE SIGN - TWO POST EA 691.8500 10,377.75 0.000 0 275 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 126.2500 8,458.75 1.000 126 METHOD) 276 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 11,000.00 378.330 4,161 277 MIDWEST GUARDRAIL SYSTEM LF 31.3100 184,729.00 5,265.700 164,869 278 VEGETATION CONTROL (MINOR CONCRETE) SQYD 171.1700 51,351.00 309.000 52,891 279 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 82.1300 488,673.50 3,703.200 304,143 280 REMOVE VEGETATION CONTROL (MINOR SQYD 27.2600 27,260.00 1,204.000 32,821 CONCRETE) 281 DECORATIVE RAILING (BRIDGE) LF 753.9000 1,835,746.50 2,395.800 1,806,193 (F) 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 55.2500 320,450.00 5,775.000 319,068 284 CABLE RAILING LF 25.1300 23,094.47 0.000 0 (F) 285 TRANSITION RAILING (TYPE DTB) EA 4,141.0000 4,141.00 1.000 4,141 286 TRANSITION RAILING (TYPE WB-31) EA 4,141.0000 70,397.00 21.000 86,961 287 END CAP (TYPE A) EA 151.5000 151.50 1.000 151 288 END CAP (TYPE TC) EA 202.0000 3,636.00 19.000 3,838 289 END ANCHOR ASSEMBLY (TYPE SFT) EA 858.5000 30,047.50 28.000 24,038 290 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.0000 163,317.00 44.000 146,652 PROGRAM CAS145 PAGE 12 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 SEVERE DUTY CRASH CUSHION (SCI 100 GM) EA 37,716.9400 565,754.10 8.000 301,735 292 CONCRETE BARRIER (TYPE 60M) LF 85.6400 90,778.40 1,127.000 96,516 293 CONCRETE BARRIER (TYPE 60MA) LF 65.4900 73,348.80 178.300 11,676.87 751.300 49,202 294 CONCRETE BARRIER (TYPE 60MC) LF 80.6000 1,636,180.00 12.000 967.20 20,220.500 1,629,772 295 CONCRETE BARRIER (TYPE 60MD) LF 110.8300 101,520.28 916.000 101,520 296 CONCRETE BARRIER (TYPE 60MF) LF 358.4200 46,594.60 128.000 45,877 297 CONCRETE BARRIER (TYPE 60MG) LF 74.5600 1,543,392.00 21,481.000 1,601,623 298 CONCRETE BARRIER (TYPE 60MGA) LF 90.6800 113,894.08 0.000 0 299 CONCRETE BARRIER (TYPE 60MGC) LF 77.5800 1,667,970.00 20,980.000 1,627,628 300 CONCRETE BARRIER (TYPE 60MGF) LF 316.9100 1,112,354.10 3,549.000 1,124,713 301 CONCRETE BARRIER (TYPE 60MP) LF 426.1700 5,114.04 12.000 5,114 302 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 138.2700 1,068,827.10 7,665.000 1,059,839 303 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 304 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 85.6400 52,839.88 503.050 43,081 305 CONCRETE BARRIER (TYPE 60MGF MODIFIED) LF 327.4400 8,186.00 0.000 0 306 CONCRETE BARRIER (TYPE 842A) LF 119.3400 201,684.60 1,690.000 201,684 307 CONCRETE BARRIER TRANSITION LF 218.7000 4,374.00 20.000 4,374 (F) 308 CONCRETE BARRIER (TYPE 842) LF 118.4300 312,773.63 2,641.000 312,773 (F) 309 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 114.7500 156,978.00 1,368.000 156,978 (F) 310 CONCRETE BARRIER (TYPE 842SV MODIFIED) LF 307.0000 1,161,995.00 3,778.000 1,159,846 (F) 311 REMOVE GUARDRAIL LF 7.5800 162,970.00 20,950.000 158,801 312 REMOVE CONCRETE BARRIER LF 14.7900 755,769.00 50,971.000 753,861 313 REMOVE CRASH CUSHION EA 3,030.0000 18,180.00 3.000 9,090 314 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5500 88,245.00 1,281.000 7,109.55 2,259.000 12,537 (ENHANCED WET NIGHT VISIBILITY) 315 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 585.00 185.000 92 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 316 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,005.00 2,345.000 1,172 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 13 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 317 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 195,500.00 75,734.000 37,867 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 318 6" PERMANENT TAPE TRAFFIC STRIPE LF 3.5300 66,011.00 0.000 0 319 8" PERMANENT TAPE TRAFFIC STRIPE LF 5.0500 2,727.00 0.000 0 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 230,750.00 47,251.000 33,548.21 188,615.000 133,916 (ENHANCED WET NIGHT VISIBILITY) 321 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 62,952.00 6,928.000 5,958 (ENHANCED WET NIGHT VISIBILITY) 322 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 145,800.00 433,156.570 194,920 323 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0200 848.40 42.000 84 324 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 199,165.00 385,691.000 235,271 325 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5200 1,234.80 378.000 952 326 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 407,972.9200 407,972.92 0.954 389,206 SYSTEM ELEMENTS DURING CONSTRUCTION 327 CHANGEABLE MESSAGE SIGN SYSTEM LS 91,793.9100 91,793.91 0.468 42,959 328 INTERCONNECTION CONDUIT AND CABLE (LS) LS 3,100,594.1600 3,100,594.16 0.784 2,430,865 329 MODIFYING EXISTING ELECTRICAL SYSTEM LS 6,558,164.6200 6,558,164.62 0.695 4,557,924 330 LOCATING AND MAPPING UNDERGROUND LS 103,000.0000 103,000.00 0.450 46,350 FACILITIES 331 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 332 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 38,000.00 74.000 14,800 333 PREPAVING INERTIAL PROFILER LS 2,500.0100 2,500.01 0.000 0 334 PREPAVING GRINDING DAY EA 13,023.5800 312,565.92 0.000 0 335 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 336 ADDITIVE WORK LS 9,993,300.0000 9,993,300.00 0.001 9,993.30 0.985 9,843,400 PROGRAM CAS145 PAGE 14 DATE 08/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 10:22 AM ESTIMATE NO. 042 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: CHARLIE MAHAN DATE OF THIS ESTIMATE 08/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,574,158.67 196,192,339.08 ADJUSTMENT OF COMPENSATION 43,547.21 26,425,121.59 EXTRA WORK 1,340,708.04 14,963,172.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,958,413.92 237,580,633.27 337 MOBILIZATION LS 30,000,000.0000 30,000,000.00 1.000 30,000,000 ORIGINAL CONTRACT AMOUNT 274,852,000.00 TOTAL WORK COMPLETED 5,958,413.92 267,580,633.27 MATERIALS ON HAND ON SITE 31,977.00 668,088.40 DEDUCTIONS -35,000.00 -2,622,214.00 TOTAL 5,955,390.92 265,626,507.67 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 337 MOBILIZATION 27,485,200.00 30,000,000.00 2,514,800.00 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 05/31/19 440 08/08/19 07/29/19 11/11/22 374 391 0 0 90% 85% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/07/20. CHARLIE MAHAN RESIDENT ENGINEER