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 09/21/22 EST. NO. 005 TIME 07:58 AM R.E. NAME: DEAN ELGHASSEIN 03-1H1904 --------------------------------------------------------------------------- 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 09/21/22 EST. NO. 005 TIME 07:58 AM R.E. NAME: DEAN ELGHASSEIN 03-1H1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/22 -2,000.00 002 DEDUCT LTTR 7/2022 -10,000.00 003 RTN LTTR 5/2022 2,000.00 004 DEDUCT LTTR 9/22 -10,000.00 005 RTN LTTR 7/2022 10,000.00 005 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H1904 TIME 07:58 AM ESTIMATE NO. 005 BID OPENING 06/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DEAN ELGHASSEIN DATE OF THIS ESTIMATE 09/21/22 LOCATION PROGRESS ESTIMATE 03-SAC-80-9.6/12.9 ----------------- 03-SAC-244-0.0/0.8 A. TEICHERT AND SON, INC. DBA NEAR THE CITY OF SACRAMENTO,FROM TEICHERT CONSTRUCTION 0.2 MILE EAST OF LONGVIEW DRIVE TO 400 SUNRISE BLVD.; 0.4 MILE EAST OF MADISON AVENUE ROSEVILLE CA 95661 AUBURN BLVD TO CONNECTOR TO I-80 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 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.850 25,500 003 TIME-RELATED OVERHEAD (LS) LS 657,400.0000 657,400.00 0.200 131,480.00 0.730 479,902 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 24,000.00 1.000 6,000.00 2.000 12,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 8,790.0000 8,790.00 0.190 1,670.10 0.830 7,295 007 TRAFFIC CONTROL SYSTEM LS 655,000.0000 655,000.00 0.190 124,450.00 0.700 458,500 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 33,150.00 81,648.000 12,247.20 197,873.000 29,680 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,000.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK LS 12,000.0000 12,000.00 0.190 2,280.00 0.700 8,400 SIGN SYSTEM 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 11,000.0000 11,000.00 0.360 3,960 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.190 9,500.00 0.700 35,000 013 TEMPORARY RAILING (TYPE K) LF 70.0000 36,400.00 360.000 25,200 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,800.0000 27,200.00 4.000 27,200 015 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.190 2,850.00 0.550 8,250 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 017 TEMPORARY CHECK DAM LF 10.0000 3,200.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 4,400.00 3.000 660.00 17.000 3,740 019 TEMPORARY FIBER ROLL LF 5.5000 1,925.00 0.000 0 020 TEMPORARY GRAVEL BAG BERM LF 12.0000 4,200.00 0.000 0 021 STREET SWEEPING LS 185,000.0000 185,000.00 0.190 35,150.00 0.710 131,350 022 TEMPORARY CONCRETE WASHOUT LS 16,000.0000 16,000.00 0.200 3,200.00 0.500 8,000 PROGRAM CAS145 PAGE 2 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H1904 TIME 07:58 AM ESTIMATE NO. 005 BID OPENING 06/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DEAN ELGHASSEIN DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.6000 51,600.00 67,420.000 40,452 024 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 4,000.00 400.000 3,200 025 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.250 7,500 026 ROADWAY EXCAVATION CY 175.0000 71,750.00 74.720 13,076 027 SHOULDER BACKING TON 135.0000 27,000.00 0.000 0 028 WOOD MULCH CY 80.0000 19,200.00 0.000 0 029 IMPORTED TOPSOIL (CY) CY 180.0000 2,520.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 22,000.00 78.000 8,580 031 HIGH FRICTION SURFACE TREATMENT SQYD 30.0000 282,000.00 3,504.000 105,120.00 3,504.000 105,120 032 HOT MIX ASPHALT (TYPE A) TON 110.0000 592,900.00 11.000 1,210.00 5,339.060 587,296 033 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 034 DATA CORE LS 12,000.0000 12,000.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.0000 5,060.00 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 11.0000 1,760.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 11.0000 5,280.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 11.0000 7,700.00 0.000 0 039 TACK COAT TON 1.0000 170.00 25.370 25.37 95.680 95 040 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 3,400.00 0.000 0 041 COLD PLANE ASPHALT CONCRETE SQYD 1.5000 492,000.00 66,429.000 99,643.50 317,148.000 475,722 PAVEMENT (MICROMILLING) 042 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 752.0000 2,481,600.00 213.500 160,552.00 1,496.200 1,125,142 043 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 20,000.00 6.000 12,000 (F) 044 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0700 23,540.00 0.000 0 045 ADJUST INLET EA 2,400.0000 2,400.00 0.000 0 046 DETECTABLE WARNING SURFACE SQFT 20.0000 4,000.00 0.000 0 047 MINOR CONCRETE (MISCELLANEOUS CY 1,100.0000 7,700.00 0.000 0 CONSTRUCTION) 048 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 187,500.00 0.000 0 049 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,100.0000 66,000.00 44.000 48,400 CURB RAMP) PROGRAM CAS145 PAGE 3 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H1904 TIME 07:58 AM ESTIMATE NO. 005 BID OPENING 06/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DEAN ELGHASSEIN DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 35.0000 12,950.00 206.000 7,210 051 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 12,250.00 317.000 7,925 052 PRE/POST CONSTRUCTION SURVEYS EA 1,100.0000 13,200.00 0.000 0 053 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 0.000 0 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7000 24,299.00 1,059.000 4,977.30 1,059.000 4,977 055 REMOVE ROADSIDE SIGN EA 150.0000 3,450.00 0.000 0 056 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.5000 4,410.00 0.000 0 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2500 7,637.50 0.000 0 (0.063"-UNFRAMED) 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,800.00 0.000 0 (0.080"-UNFRAMED) 060 ROADSIDE SIGN - ONE POST EA 375.0000 7,500.00 0.000 0 061 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0 METHOD) 062 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 700.00 0.000 0 063 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 1,625.00 0.000 0 EXISTING POST 064 ALTERNATIVE CRASH CUSHION EA 43,350.0000 86,700.00 1.000 43,350 065 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 156,000.00 4,266.000 127,980 066 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.3000 27,183.00 0.000 0 067 VEGETATION CONTROL SQYD 58.0000 319,000.00 133.300 7,731.40 3,728.250 216,238 (ASPHALT COMPOSITE) 068 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 16,400.00 3.000 12,300 069 END CAP (TYPE A) EA 310.0000 310.00 1.000 310 070 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 14,820.00 18.000 14,040 071 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 61,200.00 17.000 57,800 072 REMOVE GUARDRAIL LF 3.9000 25,350.00 5,048.500 19,689 073 THERMOPLASTIC PAVEMENT MARKING SQFT 7.6000 42,180.00 175.000 1,330.00 175.000 1,330 (ENHANCED WET NIGHT VISIBILITY) 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 2,784.00 623.000 299.04 623.000 299 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 4 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H1904 TIME 07:58 AM ESTIMATE NO. 005 BID OPENING 06/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DEAN ELGHASSEIN DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 53,760.00 16,162.000 7,757.76 16,162.000 7,757 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 54,075.00 16,166.000 12,124.50 16,166.000 12,124 (ENHANCED WET NIGHT VISIBILITY) 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3600 11,016.00 1,032.000 1,403.52 1,032.000 1,403 (ENHANCED WET NIGHT VISIBILITY) 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 13,225.00 6,949.000 7,991.35 6,949.000 7,991 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 080 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 21,200.00 3,705.000 7,410.00 3,705.000 7,410 (ENHANCED WET NIGHT VISIBILITY) 081 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 082 LOCATING AND MAPPING UNDERGROUND LS 29,000.0000 29,000.00 0.750 21,750.00 0.750 21,750 FACILITIES 083 MODIFYING LIGHTING SYSTEMS LS 56,000.0000 56,000.00 0.000 0 084 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 415,000.0000 415,000.00 0.200 83,000.00 0.455 188,825 085 MODIFYING RAMP METERING SYSTEMS LS 660,000.0000 660,000.00 0.400 264,000.00 0.637 420,420 086 MODIFYING AUTOMATIC VEHICLE LS 76,000.0000 76,000.00 0.000 0 CLASSIFICATION SYSTEM 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 2,150,000.00 4,371.000 437,100.00 12,085.920 1,208,592 (OPEN GRADED FRICTION COURSE) PROGRAM CAS145 PAGE 5 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H1904 TIME 07:58 AM ESTIMATE NO. 005 BID OPENING 06/08/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DEAN ELGHASSEIN DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,553,313.04 6,086,736.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,553,313.04 6,086,736.45 091 MOBILIZATION LS 1,177,752.5000 1,177,752.50 0.050 58,887.63 1.000 1,177,752 ORIGINAL CONTRACT AMOUNT 11,777,612.00 TOTAL WORK COMPLETED 1,612,200.67 7,264,488.95 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,612,200.67 7,254,488.95 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 07/08/21 115 00/00/00 11/15/21 11/04/22 81 136 0 0 62% 70% PROGRESS IS SATISFACTORY DEAN ELGHASSEIN RESIDENT ENGINEER