PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/24/23 EST. NO. 020 TIME 01:28 PM R.E. NAME: MASOUD SAED 03-0F2844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 018 0003 6,080.75 E.W. @ F.A.(+) 071621 N 0065.1 020 0001 106,389.00 E.W. @ L.S.(+) 021723 N 110 0 0002 31,750.00 E.W. @ U.P (+) 021723 N 111 0 144,219.75 TOTAL THIS ESTIMATE 856,947.76 TOTAL PREVIOUS ESTIMATE 1,001,167.51 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/24/23 EST. NO. 020 TIME 01:28 PM R.E. NAME: MASOUD SAED 03-0F2844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 12/20 LETTER -5,000.00 007 RELEASE 12/20 DEDUCT 5,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 01:28 PM ESTIMATE NO. 020 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: MASOUD SAED DATE OF THIS ESTIMATE 02/24/23 LOCATION PROGRESS ESTIMATE 03-SAC-99-7.1/9.4 ----------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR ELK GROVE FROM 0.3 MILE PO BOX 742478 IN AND NEAR ELK GROVE FROM 0.3 MILE LOS ANGELES CA 900742478 SOUTH OF DILLARD RD OC TO 0.6 MILE SOUTH OF GRANT LINE RD. FED. AID NO. N O N E BRIDGE REPLACEMENT. CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1.0100 1.01 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,712.0000 5,712.00 1.000 5,712 003 TIME-RELATED OVERHEAD (LS) LS 344,638.6800 344,638.68 1.000 344,638 004 TRAFFIC CONTROL SYSTEM LS 380,233.6200 380,233.62 1.000 380,233 005 JOB SITE MANAGEMENT LS 17,154.7700 17,154.77 1.000 17,154 006 MOVE-IN/MOVE-OUT EA 574.3600 574.36 0.000 0 (TEMPORARY EROSION CONTROL) 007 TEMPORARY HYDRAULIC MULCH SQYD 0.8900 1,246.00 0.000 0 (BONDED FIBER MATRIX) 008 TEMPORARY DRAINAGE INLET PROTECTION EA 649.0700 1,298.14 0.000 0 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,953.5100 13,907.02 2.000 13,907 010 STREET SWEEPING LS 23,121.8400 23,121.84 1.000 23,121 011 TEMPORARY CONCRETE WASHOUT LS 23,632.0000 23,632.00 1.000 23,632 012 STRUCTURE EXCAVATION (BRIDGE) CY 170.8400 627,837.00 3,675.000 627,837 (F) 013 STRUCTURE EXCAVATION (RETAINING WALL) CY 43.0500 140,859.60 3,272.000 140,859 (F) 014 STRUCTURE BACKFILL (BRIDGE) CY 58.6900 668,479.10 11,390.000 668,479 (F) 015 STRUCTURE BACKFILL (RETAINING WALL) CY 115.8000 707,885.40 6,113.000 707,885 (F) 016 42" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,141.0500 263,582.55 231.000 263,582 017 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 330.5100 460,069.92 1,392.000 460,069 (F) 018 STRUCTURAL CONCRETE, BRIDGE CY 656.4400 3,821,137.24 5,821.000 3,821,137 (F) 019 STRUCTURAL CONCRETE, BRIDGE CY 1,071.9500 1,037,647.60 968.000 1,037,647 (F) (POLYMER FIBER) 020 STRUCTURAL CONCRETE, RETAINING WALL CY 540.1800 1,241,873.82 2,299.000 1,241,873 (F) 021 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,251.6600 396,776.22 317.000 396,776 (F) (TYPE N) 022 STRUCTURAL CONCRETE (DEADMAN CY 3,009.1800 427,303.56 142.000 427,303 (F) ANCHOR) PROGRAM CAS145 PAGE 2 DATE 02/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 01:28 PM ESTIMATE NO. 020 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: MASOUD SAED DATE OF THIS ESTIMATE 02/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ERECT PRECAST PRESTRESSED CONCRETE EA 24,481.1400 563,066.22 23.000 563,066 GIRDER 024 JOINT SEAL (MR 1") LF 95.0800 73,782.08 757.500 72,023 025 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 1,788,922.50 1,192,615.000 1,788,922 (F) 026 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 711,806.40 444,879.000 711,806 (F) 027 BAR REINFORCING STEEL LB 2.7700 43,081.81 15,553.000 43,081 (F) (DEADMAN ANCHOR) 028 MISCELLANEOUS METAL (TIE ROD) LS 246,135.2400 246,135.24 1.000 246,135 029 4' CHAIN LINK GATE (TYPE 7 MODIFIED) EA 1,635.0700 3,270.14 2.000 3,270 030 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 171.7100 128,439.08 873.000 149,902 (F) 031 CHAIN LINK RAILING (TYPE 7L MODIFIED) LF 233.2800 98,677.44 423.000 98,677 (F) 032 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 221.7900 167,673.24 806.000 178,762 (F) 033 2" CONDUIT (BRIDGE) LS 30,217.8100 30,217.81 1.000 30,217 034 3" CONDUIT (BRIDGE) LS 18,233.4100 18,233.41 1.000 18,233 035 LIGHTING SYSTEM (BRIDGE) LS 465,046.1500 465,046.15 1.000 465,046 PROGRAM CAS145 PAGE 3 DATE 02/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2844 TIME 01:28 PM ESTIMATE NO. 020 BID OPENING 05/01/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: MASOUD SAED DATE OF THIS ESTIMATE 02/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,970,997.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 144,219.75 1,001,167.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 144,219.75 15,972,165.24 036 MOBILIZATION LS 1,367,722.5700 1,367,722.57 1.000 1,367,722 ORIGINAL CONTRACT AMOUNT 16,311,045.54 TOTAL WORK COMPLETED 144,219.75 17,339,887.81 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 144,219.75 17,339,887.81 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 05/18/20 135 05/26/20 05/21/20 02/21/23 134 550 0 0 99% 99% PROGRESS IS SATISFACTORY MASOUD SAED RESIDENT ENGINEER