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 08/22/23 EST. NO. 004 TIME 09:30 AM R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH 12-0T1004 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/22/23 EST. NO. 004 TIME 09:30 AM R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH 12-0T1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T1004 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 02/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH DATE OF THIS ESTIMATE 08/22/23 LOCATION PROGRESS ESTIMATE 12-ORA-90-12.3 ----------------- 12-ORA-91-R0.0/R18.0 TRUESDELL CORPORATION OF ORANGE COUNTY AT VARIOUS LOCATIONS ON CALIFORNIA, INC. ROUTE 90 AT ESPERANZA ROAD OVERHEAD AND ON 1310 W. 23RD STREET ROUTE 91 FROM CARMENITA ROAD PEDESTRIAN TEMPE AZ 85282 OVERCROSSING TO COAL CANYON ROAD FED. AID NO. N O N E TREAT BRIDGE, OVERLAY WITH POLYESTER CONCR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,050.0000 152,250.00 21.000 22,050.00 66.000 69,300 003 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.500 25,000 004 TRAFFIC CONTROL SYSTEM LS 322,000.0000 322,000.00 0.150 48,300.00 0.900 289,800 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.2500 2,047.50 159.000 834 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 15,930.00 27,110.000 12,199 007 PORTABLE RADAR SPEED FEEDBACK SIGN EA 120.0000 27,600.00 66.000 7,920 SYSTEM DAY 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 2,000.0000 2,000.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,800.0000 15,200.00 1.000 3,800.00 3.000 11,400 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.150 1,500.00 0.900 9,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 012 WORK AREA MONITORING (BRIDGE) LS 2,600.0000 2,600.00 0.000 0 013 STRUCTURE BACKFILL (SLURRY CEMENT) CY 900.0000 12,600.00 14.000 12,600 (F) 014 GRIND EXISTING BRIDGE DECK SQYD 26.0000 40,300.00 1,550.000 40,300 015 TEMPORARY DECKING LS 525.0000 525.00 1.000 525 016 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 5,000.0000 20,000.00 4.000 20,000 017 DRILL AND BOND DOWEL LF 37.0000 777.00 21.000 777 018 CLEAN EXPANSION JOINT LF 26.0000 71,318.00 118.000 3,068.00 2,743.000 71,318 019 JOINT SEAL (MR 1/2") LF 38.0000 32,604.00 -8.000 -304.00 917.000 34,846 020 JOINT SEAL (MR 1") LF 48.5000 45,687.00 58.000 2,813.00 301.000 14,598 021 JOINT SEAL (MR 1 1/2") LF 102.5000 8,200.00 80.000 8,200.00 80.000 8,200 022 BONDED JOINT SEAL (MR 1") LF 46.0000 30,728.00 -2.000 -92.00 573.000 26,358 PROGRAM CAS145 PAGE 2 DATE 08/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T1004 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 02/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH DATE OF THIS ESTIMATE 08/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 BONDED JOINT SEAL (MR 1 1/2") LF 91.0000 6,734.00 63.000 5,733 024 NEOPRENE STRIP SEAL GLAND (WABO STRIP LF 111.0000 13,431.00 121.000 13,431.00 121.000 13,431 SEAL SE-500) 025 BAR REINFORCING STEEL (BRIDGE) LB 5.2500 1,779.75 339.000 1,779 (F) 026 SILANE WATERPROOFING TREATMENT SQFT 3.7500 14,737.50 3,930.000 14,737 027 STRUCTURAL STEEL (BRIDGE) LB 25.0000 1,800.00 0.000 0 (F) 028 CLEAN AND PAINT STRUCTURAL STEEL LS 32,000.0000 32,000.00 0.000 0 029 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 630.0000 34,650.00 0.000 0 030 PUBLIC SAFETY PLAN LS 27,525.0000 27,525.00 1.000 27,525 031 RAPID SETTING CONCRETE (PATCH) CF 80.0000 44,344.00 201.100 16,088 032 REPAIR SPALLED SURFACE AREA SQFT 600.0000 6,900.00 8.800 5,280 033 REMOVE UNSOUND CONCRETE CF 110.0000 60,973.00 246.600 27,126 034 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 134,197.20 -43,122.000 -12,936.60 381,856.000 114,556 035 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 997,645.00 9,137.000 776,645 036 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 410,805.50 4,795.000 16,782.50 117,373.000 410,805 (F) 037 TREAT BRIDGE DECK SQFT 0.3500 115,482.85 -49,924.000 -17,473.40 324,951.000 113,732 (F) 038 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 62.0000 292,330.00 -461.000 -28,582.00 4,388.600 272,093 039 BRIDGE REMOVAL (PORTION), LOCATION A LS 36,000.0000 36,000.00 1.000 36,000 040 BRIDGE REMOVAL (PORTION), LOCATION B LS 13,000.0000 13,000.00 0.000 0 041 RECONSTRUCT VISCOUS DAMPER EA 15,500.0000 124,000.00 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.0500 1,386.00 34.000 35.70 531.000 557 043 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 5,510.00 322.000 1,529.50 902.000 4,284 044 RECONSTRUCT METAL RAILING (BRIDGE) LF 525.0000 10,500.00 0.000 0 045 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 16.0000 5,920.00 198.000 3,168.00 198.000 3,168 WET NIGHT VISIBILITY) 046 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 1,974.00 675.000 1,417.50 675.000 1,417 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 047 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 7,650.00 7,650.000 3,825 048 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 24,025.00 5,860.000 9,083.00 13,610.000 21,095 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 08/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T1004 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 02/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH DATE OF THIS ESTIMATE 08/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 7,896.00 1,824.000 3,830.40 3,704.000 7,778 (ENHANCED WET NIGHT VISIBILITY) 050 12" THERMOPLASTIC TRAFFIC STRIPE LF 6.5000 2,275.00 193.000 1,254.50 193.000 1,254 (ENHANCED WET NIGHT VISIBILITY) 051 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 4,680.00 294.000 3,528.00 588.000 7,056 052 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.8000 46,360.00 4,286.000 16,286.80 10,386.000 39,466 (BROKEN 36-12) 053 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.2000 8,864.00 2,291.000 7,331.20 2,291.000 7,331 (BROKEN 12-3) 054 REMOVE 6" TRAFFIC STRIPE LF 0.9500 24,320.00 2,141.000 2,033.95 16,910.000 16,064 PROGRAM CAS145 PAGE 4 DATE 08/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0T1004 TIME 09:30 AM ESTIMATE NO. 004 BID OPENING 02/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: RUDA, NABIL/CE-RAMADAN, KIFAH DATE OF THIS ESTIMATE 08/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 110,055.05 2,615,559.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 110,055.05 2,615,559.80 055 MOBILIZATION LS 152,485.7000 152,485.70 1.000 152,485 ORIGINAL CONTRACT AMOUNT 3,547,547.00 TOTAL WORK COMPLETED 110,055.05 2,768,045.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 110,055.05 2,768,045.50 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 04/10/23 145 04/25/23 04/25/23 12/04/23 74 7 0 0 77% 51% PROGRESS IS SATISFACTORY RUDA, NABIL/CE-RAMADAN, KIFAH RESIDENT ENGINEER