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 07/24/23 EST. NO. 039 TIME 05:31 PM R.E. NAME: SALMAN, RIDWAN 07-3096U4 --------------------------------------------------------------------------- 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 0056-1 -761.28 E.W. @ F.A.(+) 090321 N 0486.0 DAO CORRECTING ENTRY 0076-1 -513.53 012022 N 0675.0 DAO CORRECTING ENTRY 0111-1 -772.63 100421 N 1099.0 DAO CORRECTING ENTRY 002 0015 5,500.00 E.W. @ U.P (+) 102422 N 1303.0 0016 1,500.00 093022 N 1304.0 003 0006-1 -6,350.00 E.W. @ U.P (+) 030621 N 0093.0 DAO CORRECTING ENTRY 0013 1,500.00 081822 N 1306.0 0014 1,000.00 021423 N 1307.0 023 0131 2,988.11 E.W. @ F.A.(+) 032621 N 142.10 027 0123 739.93 E.W. @ F.A.(+) 082021 N 1270.1 028 0021 347.58 E.W. @ F.A.(+) 061821 N 0204.1 0025 8,715.76 063021 N 1361.0 0026 843.92 012122 N 0823.1 0027 1,029.80 062222 N 1050.1 030 0069 3,820.80 E.W. @ F.A.(+) 042823 N 1346.0 043 0044 1,456.78 E.W. @ F.A.(+) 020323 N 1302.0 0045 918.36 040422 N 1377.0 0046 2,939.11 101822 N 1378.0 057 0001 582.11 E.W. @ F.A.(+) 030422 N 1195.0 0002 5,634.16 033122 N 1196.0 0005 6,734.15 051322 N 1297.0 0006 2,844.40 040122 N 1298.0 062 0007 3,070.62 E.W. @ F.A.(+) 071122 N 1198.2 079 0004 4,700.81 E.W. @ F.A.(+) 030823 N 1340.0 0005 5,079.99 030923 N 1341.0 092 0001 24,817.80 E.W. @ F.A.(+) 033023 N 1348.0 093 0001 2,601.12 E.W. @ F.A.(+) 041123 N 1335.0 0002 7,550.06 040623 N 1347.0 88,517.93 TOTAL THIS ESTIMATE 12,031,430.37 TOTAL PREVIOUS ESTIMATE 12,119,948.30 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 07/24/23 EST. NO. 039 TIME 05:31 PM R.E. NAME: SALMAN, RIDWAN 07-3096U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LCS NON COMPLIANCE -4,620.00 014 NON-COMPLIANCE LCS -50,000.00 019 NON-COMPLIANCE LCS 50,000.00 021 LATE CLOSURE DED -3,000.00 022 NON COMPLIANCE LCS -960.00 024 0.00 -8,580.00 LABOR COMPLIANCE VIOLATION MISSING JUL/AUG CPR -10,000.00 004 MISSING JUL/AUG CPR 10,000.00 005 MSG OCT/NOV 20 CPR -10,000.00 007 MSG OCT/NOV 20 CPR 10,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,580.00 PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 07-LA-210-R0.0/R9.7 ----------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN LOS 12121 SCRIPPS SUMMIT DR. #400 ANGELES FROM INTERSTATE 5 TO SAN DIEGO CA 92131 WHEATLAND AVENUE UNDERCROSSING FED. AID NO. N O N E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.554 2,770 003 TIME-RELATED OVERHEAD (WDAY) WDAY 10,000.0000 7,400,000.00 21.000 210,000.00 698.000 6,980,000 004 MOTORIST INFORMATION PLAN EA 5,000.0000 170,000.00 32.000 160,000 005 CONSTRUCTION AREA SIGNS LS 240,460.0000 240,460.00 0.400 96,184 006 TEMPORARY STAGE CONSTRUCTION SIGN EA 300.0000 42,000.00 119.000 35,700 ONE-POST 007 TEMPORARY STAGE CONSTRUCTION SIGN EA 2,210.0000 44,200.00 16.000 35,360 TWO-POST 008 TEMPORARY STAGE CONSTRUCTION SIGNS EA 160.0000 56,000.00 45.000 7,200.00 261.000 41,760 ON BARRACADE 009 TEMPORARY STAGE CONSTRUCTION SIGN EA 310.0000 9,300.00 20.000 6,200 PANELS ONLY 010 TRAFFIC CONTROL SYSTEM LS 4,040,635.0000 4,040,635.00 0.028 113,137.78 0.942 3,806,278 011 TYPE I BARRICADE EA 25.0000 6,750.00 113.000 2,825 012 TYPE III BARRICADE EA 88.0000 7,480.00 59.000 5,192 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5700 1,915.40 4,313.000 6,771 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 491,400.00 1,579,040.200 663,196 015 CHANNELIZER (SURFACE MOUNTED) EA 47.1000 103,149.00 1,054.500 49,666 016 PLASTIC TRAFFIC DRUMS EA 130.0000 3,120.00 0.000 0 017 PORTABLE RADAR SPEED FEEDBACK SIGN LS 109,500.0000 109,500.00 0.028 3,066.00 0.883 96,688 SYSTEMS 018 TEMPORARY PAVEMENT MARKER EA 2.0900 48,488.00 27,401.000 57,268 019 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,175.0000 41,325.00 17.000 36,975 020 TEMPORARY RAILING (TYPE K) LF 9.2500 3,949,750.00 480.000 4,440.00 423,190.000 3,914,507 021 TEMPORARY CRASH CUSHION EA 110.0000 145,200.00 933.000 102,630 022 TEMPORARY CRASH CUSHION (SLED TL-3) EA 9,214.0000 36,856.00 6.000 55,284 PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (ABSORB 350 EA 18,400.0000 18,400.00 2.000 36,800 TL-3) 024 JOB SITE MANAGEMENT LS 26,810.0000 26,810.00 0.028 750.68 0.640 17,158 025 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 026 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 19.000 9,500 027 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 028 MOVE-IN/MOVE-OUT EA 3,000.0000 54,000.00 3.000 9,000 (TEMPORARY EROSION CONTROL) 029 TEMPORARY COVER SQYD 8.4300 84,300.00 2,305.880 19,438 030 TEMPORARY DRAINAGE INLET PROTECTION EA 186.0000 83,700.00 222.000 41,292 031 TEMPORARY FIBER ROLL LF 3.8900 35,010.00 0.000 0 032 TEMPORARY GRAVEL BAG BERM LF 3.3800 30,420.00 1,904.000 6,435 033 TEMPORARY CONCRETE WASHOUT LS 130,599.0700 130,599.07 0.028 3,656.77 0.760 99,255 034 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2600 32,500.00 58,083.000 15,101 STRIPE (HAZARDOUS WASTE) 036 TREATED WOOD WASTE LB 0.1800 92,340.00 12,220.000 2,199.60 235,430.000 42,377 037 REMOVE CONCRETE (CY) CY 120.0000 2,880.00 9.300 1,116 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 039 TEMPORARY HIGH-VISIBILITY FENCE LF 2.5400 1,143.00 0.000 0 040 ROADWAY EXCAVATION CY 31.0000 10,881,000.00 173.440 5,376.64 303,296.481 9,402,190 041 ROADWAY EXCAVATION (TYPE Z-2) CY 255.0000 104,550.00 408.820 104,249 (AERIALLY DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TYPE COM) CY 110.0000 50,600.00 450.940 49,603 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE EXCAVATION CY 54.0000 9,288.00 172.000 9,288 (F) 044 STRUCTURE BACKFILL CY 267.0000 16,554.00 62.000 16,554 (F) 045 DITCH EXCAVATION CY 96.0000 88,320.00 1,059.600 101,721 046 IMPORTED BORROW (CY) CY 1.0000 1,500.00 0.000 0 047 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.5100 684,030.00 4,063.521 6,135 CLASS B2 048 ROADSIDE CLEARING LS 39,026.0000 39,026.00 0.000 0 049 ROCK BLANKET SQFT 50.5100 26,265.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SOIL AMENDMENT CY 126.2596 719.68 0.000 0 051 RELOCATE IRRIGATION CONTROLLER EA 3,030.3000 12,121.20 0.000 0 052 ORGANIC FERTILIZER LB 2.2200 2,841.60 0.000 0 053 PLANT (GROUP A) EA 8.7900 44,829.00 0.000 0 054 PLANT ESTABLISHMENT WORK LS 23,232.3200 23,232.32 0.000 0 055 WOOD MULCH CY 264.6500 2,011.34 0.000 0 056 CHECK AND TEST EXISTING IRRIGATION LS 20,202.0200 20,202.02 1.000 20,202 FACILITIES 057 OPERATE EXISTING IRRIGATION FACILITIES LS 30,303.0300 30,303.03 0.000 0 058 REMOVE IRRIGATION FACILITY LS 2,020.2000 2,020.20 0.000 0 059 CONTROL AND NEUTRAL CONDUCTORS LS 43,434.3400 43,434.34 0.000 0 060 1" REMOTE CONTROL VALVE EA 459.6000 2,757.60 0.000 0 061 1 1/4" REMOTE CONTROL VALVE EA 489.9000 10,777.80 0.000 0 062 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 121.2100 16,969.40 0.000 0 (F) 063 2 1/2" GALVANIZED STEEL PIPE LF 131.3100 4,989.78 0.000 0 (F) (SUPPLY LINE) 064 POP-UP SPRINKLER ASSEMBLY EA 53.5400 26,234.60 0.000 0 065 1 1/2" GATE VALVE EA 434.3400 1,737.36 0.000 0 066 2" GATE VALVE EA 505.0500 505.05 0.000 0 067 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.9600 10,251.20 0.000 0 (F) LINE) 068 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.4600 70,052.24 0.000 0 (F) (SUPPLY LINE) 069 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0700 30,259.60 0.000 0 (F) (SUPPLY LINE) 070 2" PLASTIC PIPE (SCHEDULE 40) LF 7.3700 25,058.00 0.000 0 (F) (SUPPLY LINE) 071 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0800 727.20 0.000 0 (F) (SUPPLY LINE) 072 BALL VALVE EA 414.1400 4,555.54 0.000 0 073 8" CORRUGATED HIGH DENSITY LF 76.7700 20,727.90 0.000 0 POLYETHYLENE PIPE CONDUIT 074 8" WELDED STEEL PIPE CONDUIT LF 303.0000 66,660.00 0.000 0 075 CLASS 3 AGGREGATE BASE (CY) CY 15.0000 1,620,000.00 62,596.752 938,951 076 LEAN CONCRETE BASE CY 100.0000 4,780,000.00 47,165.536 4,716,553 PROGRAM CAS145 PAGE 4 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 2,103,000.00 7,508.114 2,252,434 078 BASE BOND BREAKER SQYD 1.2500 566,250.00 459,302.985 574,128 079 HOT MIX ASPHALT (TYPE A) TON 97.2200 1,769,404.00 227.700 22,136.99 19,091.380 1,856,063 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 122.7300 1,374,576.00 11,529.510 1,415,016 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4900 77,480.00 4,391.000 6,542.59 55,642.000 82,906 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3800 4,195.20 549.000 757.62 2,915.000 4,022 083 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.3800 10,764.00 97.000 133.86 5,394.000 7,443 084 PLACE HOT MIX ASPHALT SQYD 87.1800 3,051.30 72.000 6,276 (MISCELLANEOUS AREA) 085 TACK COAT TON 666.6700 62,666.98 94.000 62,666 086 REMOVE ASPHALT CONCRETE DIKE LF 4.0500 255,150.00 64,615.000 261,690 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0700 785,510.00 198,001.990 805,868 088 JOINTED PLAIN CONCRETE PAVEMENT CY 172.0000 27,348,000.00 160,986.305 27,689,644 089 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 11,300,000.00 24,557.359 12,278,679 (RSC) 090 DRILL AND BOND (DOWEL BAR) EA 50.7900 181,828.20 4,346.000 220,733 091 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 750.0000 1,237,500.00 1,672.380 1,254,285 092 ISOLATION JOINT SEAL (SILICONE) LF 10.0000 199,000.00 19,900.000 199,000 093 GRIND EXISTING CONCRETE SQYD 5.2500 976,500.00 191,719.000 1,006,524 PAVEMENT 094 54" CAST-IN-DRILLED-HOLE CONCRETE LF 777.0000 39,627.00 51.000 39,627 PILE (SIGN FOUNDATION) 095 60" CAST-IN-DRILLED-HOLE CONCRETE LF 944.0000 962,880.00 1,021.100 963,918 PILE (SIGN FOUNDATION) 096 STRUCTURAL CONCRETE CY 2,500.0000 114,000.00 45.600 114,000 (F) 097 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 301,500.00 201.000 301,500 (F) 098 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,300.0000 55,900.00 43.000 55,900 (F) 099 AGGREGATE BASE (APPROACH SLAB) CY 264.4000 159,697.60 480.693 127,095 100 STRUCTURAL CONCRETE, APPROACH SLAB CY 818.5500 4,937,493.60 6,415.640 5,251,522 (TYPE R) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,015.2200 10,152.20 9.870 10,020 (TYPE R MODIFIED) 102 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,752.7300 714,333.44 259.500 714,333 (F) 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (BACKFILL) CY 134.8600 61,509.65 456.100 61,509 (F) 105 PAVING NOTCH EXTENSION CF 362.8500 699,574.80 1,721.100 624,501 106 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 107 CLEAN EXPANSION JOINT LF 13.0000 22,607.00 1,987.000 25,831 108 JOINT SEAL (MR 1/2") LF 49.0000 75,460.00 67.530 3,308.97 1,607.530 78,768 109 JOINT SEAL (MR 1") LF 35.0000 70,105.00 2,003.000 70,105 110 JOINT SEAL (TYPE AL) LF 49.0000 66,150.00 76.500 3,748.50 1,674.500 82,050 111 BONDED JOINT SEAL (MR 1") LF 57.0000 57,171.00 1,003.000 57,171.00 1,003.000 57,171 112 BAR REINFORCING STEEL LB 1.3600 17,293.76 12,716.000 17,293 (F) 113 BAR REINFORCING STEEL (BRIDGE) LB 1.6000 39,691.20 24,807.000 39,691 (F) 114 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4300 2,321,430.86 676,802.000 2,321,430 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 270,720.80 676,802.000 270,720 (F) 116 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0900 54,194.58 5,962.000 54,194 (F) WITHOUT WALKWAY) 117 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 9.0900 54,194.58 5,962.000 54,194 (F) WITHOUT WALKWAY) 118 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,515.1500 16,666.65 11.000 16,666 119 REMOVE SIGN STRUCTURE (EA) EA 8,226.4200 304,377.54 37.000 304,377 120 REMOVE BRIDGE MOUNTED SIGN EA 2,020.2000 18,181.80 9.000 18,181 121 RELOCATE SIGN STRUCTURE EA 12,746.1200 12,746.12 1.000 12,746 122 PEDESTRIAN BARRICADE (TYPE I) EA 3,361.8600 6,723.72 2.000 6,723.72 2.000 6,723 123 PUBLIC SAFETY PLAN LS 1,530.0000 1,530.00 1.000 1,530.00 1.000 1,530 124 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4600 40,629.04 44,162.000 20,314.52 88,324.000 40,629 125 TREAT BRIDGE DECK SQFT 0.4600 40,629.04 44,162.000 20,314.52 88,324.000 40,629 (F) 126 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 78.5700 77,155.74 490.000 38,499.30 982.000 77,155 127 PAINT BRIDGE IDENTIFICATION EA 180.0000 540.00 3.000 540.00 3.000 540 128 BRIDGE REMOVAL (PORTION), LOCATION A LS 71,332.6900 71,332.69 1.000 71,332 129 BRIDGE REMOVAL (PORTION), LOCATION B LS 49,978.6900 49,978.69 1.000 49,978 130 BRIDGE REMOVAL (PORTION), LOCATION C LS 118,495.6700 118,495.67 1.000 118,495 PROGRAM CAS145 PAGE 6 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BRIDGE REMOVAL (PORTION), LOCATION D LS 83,702.4700 83,702.47 1.000 83,702 132 BRIDGE REMOVAL (PORTION), LOCATION E LS 53,955.5300 53,955.53 1.000 53,955 133 BRIDGE REMOVAL (PORTION), LOCATION F LS 54,748.7600 54,748.76 1.000 54,748 134 BRIDGE REMOVAL (PORTION), LOCATION G LS 55,035.7800 55,035.78 1.000 55,035 135 BRIDGE REMOVAL (PORTION), LOCATION H LS 59,304.5700 59,304.57 1.000 59,304 136 BRIDGE REMOVAL (PORTION), LOCATION I LS 54,936.6200 54,936.62 1.000 54,936 137 BRIDGE REMOVAL (PORTION), LOCATION J LS 49,582.3700 49,582.37 1.000 49,582 138 BRIDGE REMOVAL (PORTION), LOCATION K LS 44,781.2800 44,781.28 1.000 44,781 139 BRIDGE REMOVAL (PORTION), LOCATION L LS 53,757.2300 53,757.23 1.000 53,757 140 BRIDGE REMOVAL (PORTION), LOCATION M LS 55,296.7100 55,296.71 1.000 55,296 141 BRIDGE REMOVAL (PORTION) LOCATION LS 28,473.2400 28,473.24 1.000 28,473 N 142 BRIDGE REMOVAL (PORTION) LOCATION LS 64,716.2300 64,716.23 1.000 64,716 O 143 BRIDGE REMOVAL (PORTION) LOCATION LS 65,269.4000 65,269.40 1.000 65,269 P 144 BRIDGE REMOVAL (PORTION) LOCATION LS 50,913.1000 50,913.10 1.000 50,913 Q 145 BRIDGE REMOVAL (PORTION) LOCATION LS 28,473.2400 28,473.24 1.000 28,473 R 146 BRIDGE REMOVAL (PORTION) LOCATION LS 53,965.9700 53,965.97 1.000 53,965 S 147 DESIGN POLLUTION PREVENTION CY 147.8900 252,891.90 1,740.730 257,436 INFILTRATIONAREA (ROCK INFILL) 148 AUSTIN VAULT SAND FILTER EA 541,000.0000 541,000.00 1.000 541,000 149 12" PLASTIC PIPE LF 27.7900 18,897.20 668.990 18,591 150 15" REINFORCED CONCRETE PIPE LF 283.8500 4,825.45 0.000 0 151 18" REINFORCED CONCRETE PIPE LF 169.1100 368,659.80 2,769.200 468,299 152 24" REINFORCED CONCRETE PIPE LF 169.0200 1,020,880.80 5,130.600 867,174 153 36" REINFORCED CONCRETE PIPE LF 375.8900 4,134.79 11.000 4,134 154 24" SLOTTED CORRUGATED STEEL PIPE LF 180.0900 13,866.93 77.000 13,866 (.079" THICK) 155 18" CORRUGATED STEEL PIPE CONDUIT LF 357.5600 8,223.88 28.500 10,190 (.079" THICK) 156 6" NON-PERFORATED PLASTIC PIPE LF 45.0500 901.00 20.000 901 UNDERDRAIN 157 18" CONCRETE FLARED END SECTION EA 1,512.4700 10,587.29 7.000 10,587 PROGRAM CAS145 PAGE 7 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE PIPE (LF) LF 11.1600 22,989.60 2,017.400 22,514 159 REMOVE INLET EA 1,072.0400 73,970.76 68.000 72,898 160 REMOVE FLARED END SECTION (EA) EA 514.2800 514.28 1.000 514 161 ADJUST INLET EA 1,997.2100 7,988.84 32.000 63,910 162 ADJUST VALVE BOX FRAME AND COVER TO EA 1,101.8700 50,686.02 0.000 0 GRADE 163 REMOVE CALL BOX APPURTENANCE EA 1,719.6500 61,907.40 29.000 49,869 164 MODIFY INLET EA 3,100.0500 34,100.55 11.000 34,100 165 CAP INLET EA 1,858.9100 1,858.91 2.000 3,717 166 CONCRETE (DITCH LINING) CY 1,555.0000 217,700.00 12.040 18,722 167 SLOPE PAVING (CONCRETE) CY 4,955.0000 125,361.50 34.300 169,956 168 SLOPE PAVING (ROCK COBBLE) SQFT 30.0000 1,140,870.00 38,907.000 1,167,210 169 ROCK SLOPE PROTECTION CY 253.0000 86,020.00 313.800 79,391 (20 LB, CLASS I, METHOD B) (CY) 170 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.1000 24,735.00 4,589.950 23,408 171 MINOR CONCRETE (RETAINING CURB) CY 600.6300 23,424.57 15.500 9,309.77 30.190 18,133 172 DETECTABLE WARNING SURFACE SQFT 34.2700 28,444.10 0.000 0 173 MINOR CONCRETE (CURB AND GUTTER) CY 1,067.8900 92,906.43 3.260 3,481.32 68.060 72,680 174 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 175 MINOR CONCRETE (SIDEWALK) CY 337.2800 1,686.40 0.000 0 176 MINOR CONCRETE (TEXTURED PAVING) CY 655.6000 603,152.00 80.550 52,808.58 540.891 354,608 177 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,602.8800 137,847.68 40.960 65,653.96 66.340 106,335 CURB RAMP) 178 REMOVE CONCRETE CY 429.1700 81,542.30 47.980 20,591.58 179.390 76,988 (CURB, GUTTER, AND SIDEWALK) (CY) 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 180 MISCELLANEOUS IRON AND STEEL LB 1.6000 89,316.80 55,823.000 89,316 (F) 181 FRAME AND GRATE EA 955.0000 7,640.00 8.000 7,640 182 MISCELLANEOUS METAL LB 3.3500 9,319.70 2,782.000 9,319 (F) 183 MISCELLANEOUS METAL (INCLINED SCREEN) LB 71.0000 35,500.00 500.000 35,500 184 MISCELLANEOUS METAL (SCREENED PIPE) LB 7.0000 7,175.00 1,025.000 7,175 PROGRAM CAS145 PAGE 8 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MODIFYING SIGNAL AND LIGHTING (CITY LS 365,659.0000 365,659.00 0.100 36,565.90 0.300 109,697 OF LOS ANGELES) 186 REMOVE PAVEMENT MARKER EA 0.5200 7,280.00 10,328.000 5,370.56 37,103.000 19,293 187 GUARD RAILING DELINEATOR EA 21.1600 85,698.00 16.000 338.56 922.000 19,509 188 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0900 23,408.00 11,929.000 24,931.61 14,428.000 30,154 189 MILEPOST MARKER EA 65.0000 6,240.00 0.000 0 190 OBJECT MARKER (TYPE P) EA 28.5000 5,415.00 142.000 4,047.00 190.000 5,415 191 OBJECT MARKER (TYPE R) EA 171.0000 7,524.00 26.000 4,446.00 44.000 7,524 192 REMOVE ROADSIDE SIGN (WOOD POST) EA 225.0000 38,250.00 162.000 36,450 193 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 2,600.00 13.000 2,600 194 REMOVE ROADSIDE SIGN EA 175.0000 6,650.00 38.000 6,650 (STRAP AND SADDLE BRACKET METHOD) 195 REMOVE ROADSIDE SIGN PANEL EA 150.0000 2,100.00 14.000 2,100 196 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.1400 125,987.40 8,910.000 125,987 FOR RETROREFLECTIVE SHEETING (TYPE XI) 197 FURNISH LAMINATED PANEL SIGN SQFT 25.2500 41,915.00 1,660.000 41,915 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 198 FURNISH FORMED PANEL SIGN (1"-TYPE B) SQFT 23.5200 13,406.40 568.800 13,378 FOR RETROREFLECTIVE SHEETING (TYPE XI) 199 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 6,435.00 653.500 6,371 (0.063"-UNFRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 5,180.00 732.600 5,128 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 201 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 5,945.00 571.300 5,855 (0.080"-UNFRAMED) 202 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 6,000.00 796.600 5,974 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 363.00 22.000 363 (0.063"-FRAMED) 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 990.00 66.000 990 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 15,900.00 1,060.000 15,900 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 206 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 2.3700 61,620.00 3,155.800 7,479.25 16,937.900 40,142 207 METAL (BARRIER MOUNTED SIGN) LB 24.0000 8,400.00 342.000 8,208 208 METAL (RAIL MOUNTED SIGN) (SIGN PANEL LB 225.0000 900.00 4.000 900 SOUNDWALL/BARRIER MOUNTED) PROGRAM CAS145 PAGE 9 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 ROADSIDE SIGN - ONE POST EA 350.0000 63,000.00 174.000 60,900 210 ROADSIDE SIGN - TWO POST EA 1,000.0000 20,000.00 20.000 20,000 211 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 8,575.00 49.000 8,575 METHOD) 212 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.1100 18,553.70 1,664.000 18,487 213 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 450.00 3.000 450 EXISTING POST 214 INSTALL ROADSIDE SIGN EA 1,650.0000 8,250.00 5.000 8,250 (LAMINATED WOOD BOX POST) 215 FURNISH LAMINATED WOOD BOX POST EA 2,050.0000 20,500.00 10.000 20,500 (TYPE M) 216 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.6700 1,262,964.00 612.500 15,722.88 47,671.130 1,223,717 217 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.8000 939,120.00 18,781.395 1,367,285 218 CHAIN LINK RAILING (TYPE 7) LF 49.4800 7,768.36 157.000 7,768 (F) 219 CONCRETE BARRIER (TYPE K) LF 31.8500 9,555.00 0.000 0 220 CABLE RAILING LF 98.9700 6,532.02 66.000 6,532 (F) 221 TRANSITION RAILING (TYPE WB-31) EA 3,453.6100 138,144.40 3.000 10,360.83 32.000 110,515 222 END CAP (TYPE A) EA 541.2400 19,484.64 28.000 15,154 223 END CAP (TYPE TC) EA 541.2400 18,943.40 3.000 1,623.72 23.000 12,448 224 END ANCHOR ASSEMBLY (TYPE SFT) EA 917.5300 48,629.09 45.000 41,288 225 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,288.6600 154,567.02 3.000 9,865.98 51.000 167,721 226 CONCRETE ANCHOR BLOCK EA 3,457.0000 27,656.00 10.000 34,570 227 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 228 CONCRETE BARRIER (TYPE 60M) LF 79.0000 2,006,600.00 25,140.000 1,986,060 229 CONCRETE BARRIER (TYPE 60MC) LF 117.0000 676,260.00 5,400.980 631,914 230 CONCRETE BARRIER (TYPE 60MGF) LF 382.0000 584,460.00 1,338.300 511,230 231 CONCRETE BARRIER (TYPE 60MA LF 132.0000 299,508.00 2,237.560 295,357 MODIFIED) 232 CONCRETE BARRIER (TYPE 60SD) LF 837.0000 41,850.00 50.000 41,850 233 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 811.0000 41,361.00 51.000 41,361 234 CONCRETE BARRIER (TYPE 60MW) LF 200.0000 1,164,000.00 5,967.490 1,193,498 235 CONCRETE BARRIER (TYPE 60MCW MODIFIED) LF 219.0000 284,700.00 1,299.310 284,548 PROGRAM CAS145 PAGE 10 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 CONCRETE BARRIER (TYPE 60MCW) LF 150.0000 553,500.00 3,690.000 553,500 237 CONCRETE BARRIER (TYPE 60MGFW) LF 504.0000 15,120.00 13.690 6,899 238 CONCRETE BARRIER TRANSITION (TYPE 60MG) LF 234.0000 154,440.00 600.000 140,400 239 CONCRETE BARRIER MARKER EA 10.0000 28,500.00 0.000 0 240 CONCRETE BARRIER (TYPE 60) LF 285.0000 7,125.00 0.000 0 241 CONCRETE BARRIER (TYPE 60MW MODIFIED) LF 183.0000 259,860.00 1,326.990 242,839 242 REMOVE DOUBLE THRIE BEAM BARRIER LF 3.2000 15,776.00 4,164.640 13,326 243 REMOVE SINGLE THRIE BEAM BARRIER LF 3.2000 3,936.00 841.590 2,693 244 CONCRETE BARRIER (TYPE 836) LF 348.0000 10,788.00 31.000 10,788 (F) 245 CONCRETE BARRIER (TYPE 836B) LF 165.0000 21,450.00 194.000 32,010 246 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 148.0000 133,496.00 902.000 133,496 (F) 247 CONCRETE BARRIER TRANSITION LF 454.0000 3,632.00 122.500 55,615 (F) 248 CONCRETE BARRIER (TYPE 842) LF 153.0000 11,016.00 72.000 11,016 (F) 249 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 160.0000 1,751,040.00 10,944.000 1,751,040 (F) 250 REMOVE GUARDRAIL LF 3.2000 110,080.00 87.500 280.00 40,399.250 129,277 251 SALVAGE METAL BRIDGE RAILING LF 17.5300 125,865.40 7,180.000 125,865 252 REMOVE CONCRETE BARRIER LF 16.0000 659,200.00 41,313.000 661,008 253 REMOVE BRIDGE APPROACH GUARD RAILING LF 10.0000 7,100.00 0.000 0 (TYPE 8) 254 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 142,480.00 265,631.000 138,128.12 265,631.000 138,128 255 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9400 32,900.00 40,227.000 37,813.38 40,227.000 37,813 256 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 5,032.00 10,092.000 6,862.56 10,092.000 6,862 (BROKEN 12-3) 257 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4000 53,760.00 24,425.000 58,620.00 24,425.000 58,620 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 64,740.00 257,983.000 67,075.58 257,983.000 67,075 (BROKEN 36-12) 259 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 3,770.00 10,801.000 2,808.26 10,801.000 2,808 (BROKEN 17-7) 260 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 306,600.00 83,134.000 17,458.14 642,134.000 134,848 261 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 26,300.00 271,481.000 27,148.10 271,481.000 27,148 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,724.0000 2,724.00 0.900 2,451 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 11 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 ELECTRIC SERVICE FOR IRRIGATION LS 15,531.0000 15,531.00 0.875 13,589 264 TEMPORARY MICROWAVE VEHICLE DETECTION LS 156,399.0000 156,399.00 0.905 141,541 SYSTEM 265 TEMPORARY LIGHTING SYSTEMS LS 774,181.0000 774,181.00 0.922 713,794 266 AUTOMATIC VEHICLE CLASSIFICATION SYSTEMS LS 26,566.0000 26,566.00 0.500 13,283.00 0.500 13,283 267 MODIFYING AUTOMATIC VEHICLE LS 64,848.0000 64,848.00 0.200 12,969.60 0.581 37,676 CLASSIFICATION SYSTEMS 268 MODIFYING LIGHTING SYSTEMS LS 3,997,460.0000 3,997,460.00 0.956 3,821,571 269 MODIFYING RAMP METERING SYSTEMS LS 842,352.0000 842,352.00 0.045 37,905.84 0.900 758,116 270 MODIFYING TRAFFIC MONITORING STATIONS LS 47,682.0000 47,682.00 0.230 10,966.86 0.465 22,172 271 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 272 STORM WATER SAMPLING AND ANALYSIS DAY EA 202.5800 2,025.80 8.000 1,620 273 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 274 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 108,100.00 9.000 20,700 275 STREET SWEEPING LS 501,920.0000 501,920.00 0.028 14,053.76 0.914 458,754 276 DOUBLE THRIE BEAM BARRIER LF 57.4200 25,264.80 0.000 0 277 RETURN CAP (TYPE TA) EA 50.0000 50.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3096U4 TIME 05:31 PM ESTIMATE NO. 039 BID OPENING 03/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: SALMAN, RIDWAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,249,519.76 118,406,788.21 ADJUSTMENT OF COMPENSATION 0.00 7,630,925.18 EXTRA WORK 88,517.93 4,489,023.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,338,037.69 130,526,736.51 278 MOBILIZATION LS 13,134,500.0000 13,134,500.00 1.000 13,134,500 ORIGINAL CONTRACT AMOUNT 135,467,637.93 TOTAL WORK COMPLETED 1,338,037.69 143,661,236.51 MATERIALS ON HAND ON SITE 219,622.52 DEDUCTIONS 0.00 -8,580.00 TOTAL 1,338,037.69 143,872,279.03 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/08/20 990 07/06/20 07/02/20 10/23/24 693 67 18 0 97% 69% PROGRESS IS SATISFACTORY SALMAN, RIDWAN RESIDENT ENGINEER