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 03/11/20 EST. NO. 010 TIME 09:32 AM R.E. NAME: MUHAMMAD RAHMAN 06-0T2104 --------------------------------------------------------------------------- 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 0025 3,873.86 E.W. @ F.A.(+) 121119 N 657264 0026 3,000.95 122619 N 657487 0028 3,127.42 020620 N 660811 10,002.23 TOTAL THIS ESTIMATE 92,527.10 TOTAL PREVIOUS ESTIMATE 102,529.33 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 03/11/20 EST. NO. 010 TIME 09:32 AM R.E. NAME: MUHAMMAD RAHMAN 06-0T2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 008 REC'D PAYROLL EST.08 1,000.00 009 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 056 -43,652.55 001 OVERBID ITEM NO. 056 -11,640.68 002 OVERBID ITEM NO. 056 -2,910.17 004 OVERBID ITEM NO. 056 58,203.40 010 58,203.40 0.00 TOTAL DEDUCTIONS 58,203.40 0.00 PROGRAM CAS145 PAGE 1 DATE 03/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2104 TIME 09:32 AM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/11/20 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 06-MAD-99-22.7/29.4 ---------------------------------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR CHOWCHILLA FROM THE 2716 S. GRANITE COURT SR152/99 SEPARATION TO THE MERCED FRESNO CA 93706 COUNTY LINE. FED. AID NO. B1NH-P099(623)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 785.0000 785.00 1.000 785 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.050 125.00 1.000 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,250.0000 326,250.00 8.000 18,000.00 145.000 326,250 004 CONSTRUCTION AREA SIGNS LS 11,500.0000 11,500.00 0.250 2,875.00 1.000 11,500 005 TRAFFIC CONTROL SYSTEM LS 2,122,000.0000 2,122,000.00 0.050 106,100.00 1.000 2,122,000 006 TYPE III BARRICADE EA 60.0000 180.00 3.000 180 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 42,000.0000 42,000.00 0.050 2,100.00 1.000 42,000 008 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 1.000 700 010 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.050 200.00 1.000 4,000 011 TREATED WOOD WASTE LB 0.1000 3,340.00 32,120.000 3,212 012 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 5,840.00 730.000 5,840 013 ROADWAY EXCAVATION CY 100.0000 102,000.00 1,013.000 101,300 014 SHOULDER BACKING TON 53.0000 215,180.00 5,036.000 266,908 015 BONDED FIBER MATRIX (SQFT) SQFT 0.1100 20,570.00 0.000 0 016 COMPOST (CY) CY 70.5000 39,480.00 0.000 0 017 INCORPORATE MATERIALS SQFT 0.0200 3,740.00 0.000 0 018 CLASS 2 AGGREGATE BASE (CY) CY 330.0000 59,400.00 172.000 56,760 019 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 1.000 2,500 020 HOT MIX ASPHALT (TYPE A) TON 70.0000 4,032,000.00 53,425.000 3,739,750 021 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 84.0000 3,813,600.00 36,495.240 3,065,600 022 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 03/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2104 TIME 09:32 AM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3000 819.00 674.000 876 024 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3000 7,956.00 8,489.000 11,035 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3000 4,992.00 562.000 730 026 PLACE HOT MIX ASPHALT SQYD 75.0000 27,000.00 360.000 27,000 (MISCELLANEOUS AREA) 027 TACK COAT TON 2,000.0000 280,000.00 182.730 365,460 028 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 19,900.00 6,242.830 12,485 029 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.1500 1,011,150.00 334,873.000 1,054,849 030 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,000.0000 340,000.00 356.830 356,830 031 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,200.00 11.000 2,200 032 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,000.0000 218,000.00 109.000 218,000 (TYPE R) 033 PAVING NOTCH EXTENSION CF 800.0000 52,000.00 65.000 52,000 034 JOINT SEAL (MR 1/2") LF 172.0000 13,588.00 79.000 13,588 035 ROCK SLOPE PROTECTION CY 500.0000 5,000.00 10.000 5,000 (60 LB, CLASS II, METHOD B) (CY) 036 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 150.00 15.000 150 037 MINOR CONCRETE (TEXTURED PAVING) (SQFT) SQFT 13.0000 249,600.00 19,118.000 248,534 038 REMOVE CONCRETE CURB (LF) LF 18.0000 30,780.00 1,710.000 30,780 039 DELINEATOR (CLASS 1) EA 40.0000 2,880.00 72.000 2,880 040 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 18,000.00 11.000 55.00 3,611.000 18,055 041 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.7000 58,533.00 2,187.500 71,531 042 VEGETATION CONTROL (MINOR CONCRETE) SQYD 88.0000 121,440.00 1,523.470 134,065 043 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 43,000.00 10.000 43,000 044 "W" BEAM TRANSITION SECTION EA 250.0000 250.00 1.000 250 045 END ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 6,125.00 7.000 6,125 046 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 48,000.00 16.000 51,200 047 REMOVE GUARDRAIL LF 8.0000 17,200.00 2,212.500 17,700 048 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 204,100.00 15,351.000 19,956.30 156,651.000 203,646 (ENHANCED WET NIGHT VISIBILITY) 049 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 10,640.00 1,532.000 3,064.00 6,320.000 12,640 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 3 DATE 03/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2104 TIME 09:32 AM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 10.0000 20,300.00 187.000 1,870.00 2,014.000 20,140 MARKING (ENHANCED WET NIGHT VISIBILITY) 051 12" RUMBLE STRIP STA 30.0000 32,700.00 1,073.000 32,190 (ASPHALT CONCRETE PAVEMENT) 052 6" TRAFFIC STRIPE TAPE (BROKEN 17-7) LF 2.2500 2,227.50 938.000 2,110.50 1,631.000 3,669 (WARRANTY) 053 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.2500 151,875.00 21,131.000 47,544.75 68,381.000 153,857 (WARRANTY) 054 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 055 MODIFYING TRAFFIC MONITORING STATION LS 170,000.0000 170,000.00 0.100 17,000.00 1.000 170,000 PROGRAM CAS145 PAGE 4 DATE 03/11/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2104 TIME 09:32 AM ESTIMATE NO. 010 BID OPENING 12/20/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/28/20 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/11/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 221,500.55 13,112,255.18 ADJUSTMENT OF COMPENSATION 0.00 -228,808.91 EXTRA WORK 10,002.23 331,338.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 231,502.78 13,214,784.51 056 MOBILIZATION LS 1,620,000.5000 1,620,000.50 1.000 1,620,000 ORIGINAL CONTRACT AMOUNT 15,617,971.00 TOTAL WORK COMPLETED 231,502.78 14,834,785.01 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 58,203.40 0.00 TOTAL 289,706.18 14,834,785.01 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 056 MOBILIZATION 1,561,797.10 1,620,000.50 58,203.40 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/21/19 145 05/20/19 05/20/19 02/28/20 139 52 0 0 100% 100% MUHAMMAD RAHMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/11/20