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 08/25/20 EST. NO. 002 TIME 03:59 PM R.E. NAME: LEON, DAN 07-4W1004 --------------------------------------------------------------------------- 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 0001 2,782.74 E.W. @ F.A.(+) 080420 N 0001.0 0002 2,256.02 080420 N 0002.0 0003 1,957.73 080620 N 0003.0 6,996.49 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 6,996.49 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 08/25/20 EST. NO. 002 TIME 03:59 PM R.E. NAME: LEON, DAN 07-4W1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 048 -1,225.42 001 OVERBID ITEM NO. 048 -1,225.42 002 -1,225.42 -2,450.84 TOTAL DEDUCTIONS -1,225.42 -2,450.84 PROGRAM CAS145 PAGE 1 DATE 08/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4W1004 TIME 03:59 PM ESTIMATE NO. 002 BID OPENING 05/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 08/25/20 LOCATION RERUN PROGRESS ESTIMATE 07-LA-405-13.8/39.7 ----------------------- PETERSON-CHASE GENERAL IN LOS ANGELES COUNTY ON ROUTE 405 ENGINEERING CONSTRUCTION, INC. FROM SEPULVEDA BL UC TO BEL AIR RD 16351 CONSTRUCTION CIR WEST UC, RTE 10 FR BUDLONG AV UC TO WB IRVINE CA 92606 RTE 10/RTE 405 CONNECTOR,RTE 101 AT SEPULVEDA BL UC FED. AID NO. N O N E PLACE POLYESTER CONCRETE, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400 002 CONSTRUCTION AREA SIGNS LS 18,600.0000 18,600.00 0.500 9,300 003 TRAFFIC CONTROL SYSTEM LS 296,000.0000 296,000.00 0.680 201,280.00 0.700 207,200 004 JOB SITE MANAGEMENT LS 6,400.0000 6,400.00 0.680 4,352.00 0.700 4,480 005 PREPARE WATER POLLUTION CONTROL PROGRAM LS 900.0000 900.00 0.750 675 006 TEMPORARY CONCRETE WASHOUT LS 8,500.0000 8,500.00 0.700 5,950.00 0.700 5,950 007 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 6,700.00 4,161.000 41,610.00 4,161.000 41,610 STRIPE (HAZARDOUS WASTE) 008 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 3,700.0000 11,100.00 3.000 11,100.00 3.000 11,100 (F) 009 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,800.0000 73,800.00 0.000 0 (TYPE R) 010 PAVING NOTCH EXTENSION CF 220.0000 3,960.00 0.000 0 011 DRILL AND BOND DOWEL LF 16.3000 47,107.00 1,896.650 30,915.40 2,225.000 36,267 012 CLEAN EXPANSION JOINT LF 29.0000 148,683.00 2,956.000 85,724.00 3,101.500 89,943 013 JOINT SEAL (MR 1/2") LF 28.3000 42,167.00 1,909.000 54,024.70 2,054.500 58,142 014 BONDED JOINT SEAL (MR 1") LF 101.0000 18,786.00 177.000 17,877.00 177.000 17,877 015 BONDED JOINT SEAL (MR 1 1/2") LF 76.0000 21,736.00 0.000 0 016 JOINT SEAL (MR 1") LF 28.0000 58,884.00 466.000 13,048.00 466.000 13,048 017 JOINT SEAL (MR 1 1/2") LF 57.0000 3,192.00 56.000 3,192.00 56.000 3,192 018 JOINT SEAL (TYPE AL) LF 28.5000 29,355.00 347.500 9,903.75 347.500 9,903 019 BAR REINFORCING STEEL (BRIDGE) LB 1.2600 14,849.10 7,826.620 9,861.54 9,140.000 11,516 (F) 020 PUBLIC SAFETY PLAN LS 8,700.0000 8,700.00 0.200 1,740.00 0.200 1,740 021 RAPID SETTING CONCRETE (PATCH) CF 5,700.0000 1,710.00 0.300 1,710.00 0.300 1,710 022 REPAIR SPALLED SURFACE AREA SQFT 4,000.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4W1004 TIME 03:59 PM ESTIMATE NO. 002 BID OPENING 05/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 08/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE UNSOUND CONCRETE CF 5,100.0000 1,530.00 0.300 1,530.00 0.300 1,530 024 CONCRETE EXPANSION DAM (RSC) CF 138.0000 299,322.00 1,574.170 217,235.46 1,760.670 242,972 025 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1800 19,791.00 2,252.000 405.36 2,252.000 405 026 TREAT BRIDGE DECK SQFT 0.4500 49,477.50 2,252.000 1,013.40 2,252.000 1,013 (F) 027 POLYESTER CONCRETE (PATCH) CF 1,660.0000 4,980.00 0.000 0 028 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 47.0000 64,766.00 15.050 707.35 15.050 707 029 BRIDGE REMOVAL (PORTION), LOCATION A LS 11,400.0000 11,400.00 1.000 11,400.00 1.000 11,400 030 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,000.0000 3,000.00 0.000 0 031 BRIDGE REMOVAL (PORTION), LOCATION C LS 19,800.0000 19,800.00 0.000 0 032 BRIDGE REMOVAL (PORTION), LOCATION D LS 36,000.0000 36,000.00 0.500 18,000.00 1.000 36,000 033 BRIDGE REMOVAL (PORTION), LOCATION E LS 32,500.0000 32,500.00 1.000 32,500.00 1.000 32,500 034 BRIDGE REMOVAL (PORTION), LOCATION F LS 36,600.0000 36,600.00 1.000 36,600.00 1.000 36,600 035 BRIDGE REMOVAL (PORTION), LOCATION G LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000 036 BRIDGE REMOVAL (PORTION), LOCATION H LS 36,000.0000 36,000.00 1.000 36,000.00 1.000 36,000 037 BRIDGE REMOVAL (PORTION), LOCATION I LS 28,700.0000 28,700.00 1.000 28,700.00 1.000 28,700 038 RECONSTRUCT MANHOLE COVER EA 2,400.0000 24,000.00 0.000 0 039 REMOVE PAVEMENT MARKER EA 2.5000 1,400.00 458.000 1,145.00 458.000 1,145 040 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,250.00 0.000 0 041 RECONSTRUCT METAL RAILING (BRIDGE) LF 1,020.0000 10,200.00 0.000 0 042 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0600 11,536.00 0.000 0 043 THERMOPLASTIC PAVEMENT MARKING SQFT 56.0000 2,240.00 0.000 0 044 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 2,425.00 0.000 0 (BROKEN 12-3) 045 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8800 7,520.00 0.000 0 (BROKEN 36-12) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 2,825.00 3,478.000 4,347.50 3,478.000 4,347 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 22.5000 900.00 62.000 1,395.00 62.000 1,395 PROGRAM CAS145 PAGE 3 DATE 08/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4W1004 TIME 03:59 PM ESTIMATE NO. 002 BID OPENING 05/24/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: LEON, DAN DATE OF THIS ESTIMATE 08/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 903,267.46 982,771.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,996.49 6,996.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 910,263.95 989,768.06 048 MOBILIZATION LS 176,000.0000 176,000.00 0.500 88,000.00 1.000 176,000 ORIGINAL CONTRACT AMOUNT 1,735,491.60 TOTAL WORK COMPLETED 998,263.95 1,165,768.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,225.42 -2,450.84 TOTAL 997,038.53 1,163,317.22 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 048 MOBILIZATION 173,549.16 176,000.00 2,450.84 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 07/05/19 160 07/22/19 07/06/20 09/29/21 29 252 0 0 64% 18% PROGRESS IS SATISFACTORY LEON, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/20