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 07/19/24 EST. NO. 006 TIME 04:53 PM R.E. NAME: GUILLERMO SILLAS-ARREDONDO 11-430304 --------------------------------------------------------------------------- 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 0003 1,598.65 E.W. @ F.A.(+) 071024 N SB0003 0004 25,639.02 071024 N SB0004 007 0029 2,343.97 E.W. @ F.A.(+) 052024 N 0031.0 0030 789.35 052124 N 0032.0 0031 789.35 052224 N 0033.0 0032 1,000.86 052324 N 0034.0 0033 4,854.35 060324 N 0035.0 0034 2,693.49 060424 N 0036.0 0035 789.35 060524 N 0037.0 0036 2,105.27 060624 N 0038.0 0037 1,052.63 060724 N 0039.0 0038 1,601.38 061224 N 0041.0 45,257.67 TOTAL THIS ESTIMATE 80,978.58 TOTAL PREVIOUS ESTIMATE 126,236.25 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 07/19/24 EST. NO. 006 TIME 04:53 PM R.E. NAME: GUILLERMO SILLAS-ARREDONDO 11-430304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430304 TIME 04:53 PM ESTIMATE NO. 006 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GUILLERMO SILLAS-ARREDONDO DATE OF THIS ESTIMATE 07/19/24 LOCATION PROGRESS ESTIMATE 11-VAR ----------------- SB GENERAL ENGINEERING, INC IMPERIAL COUNTY AT VARIOUS LOCATIONS 12125 LAKESIDE AVENUE LAKESIDE CA 92040 FED. AID NO. HSST-X025(32)E INSTALL RUMBLE STRIPS, UPGRADE GUARDRAIL A ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 120,000.00 18.000 18,000.00 108.000 108,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 125,000.0000 125,000.00 0.060 7,500.00 0.760 95,000 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.150 75,000.00 0.900 450,000 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 900.0000 94,500.00 10.000 9,000.00 100.000 90,000 008 PLASTIC TRAFFIC DRUMS EA 150.0000 8,400.00 94.000 14,100 009 TEMPORARY BARRIER SYSTEM LF 35.0000 465,500.00 360.000 12,600.00 7,880.000 275,800 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 30,000.00 0.900 4,500.00 5.400 27,000 011 TEMPORARY CRASH CUSHION MODULE EA 450.0000 117,000.00 28.000 12,600.00 532.000 239,400 012 JOB SITE MANAGEMENT LS 34,000.0000 34,000.00 0.150 5,100.00 0.900 30,600 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,000.0000 3,000.00 0.750 2,250 014 TEMPORARY CHECK DAM LF 10.0000 13,800.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 340.0000 17,340.00 0.000 0 016 TEMPORARY FIBER ROLL LF 3.0000 58,800.00 650.000 1,950 017 TEMPORARY GRAVEL BAG BERM LF 3.7000 20,646.00 0.000 0 018 STREET SWEEPING LS 130,000.0000 130,000.00 0.150 19,500.00 0.900 117,000 019 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 0.150 5,250.00 0.900 31,500 020 MANAGE SOLID WASTE GENERATED BY THE HR 200.0000 40,000.00 66.000 13,200 PUBLIC 021 TREATED WOOD WASTE LB 0.4000 56,400.00 113,120.000 45,248 022 REMOVE CONCRETE (CY) CY 376.0000 63,920.00 128.898 48,465.65 246.609 92,724 PROGRAM CAS145 PAGE 2 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430304 TIME 04:53 PM ESTIMATE NO. 006 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GUILLERMO SILLAS-ARREDONDO DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 3,525.0000 45,825.00 13.000 45,825 024 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 0.150 5,250.00 0.900 31,500 025 ROADWAY EXCAVATION CY 210.0000 90,300.00 0.000 0 026 ROCK BLANKET SQFT 95.0000 6,460.00 0.000 0 027 REPLACE ASPHALT CONCRETE SURFACING CY 1,500.0000 180,000.00 0.000 0 028 HOT MIX ASPHALT (TYPE A) TON 200.0000 14,600.00 71.150 14,230.00 71.150 14,230 029 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.4500 6,321.00 536.000 3,457.20 536.000 3,457 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.4500 31,992.00 4,460.000 28,767.00 4,460.000 28,767 031 TACK COAT TON 34,000.0000 6,800.00 0.000 0 032 REMOVE ASPHALT CONCRETE DIKE LF 24.0000 149,520.00 4,834.500 116,028 033 STRUCTURAL CONCRETE, DRAINAGE INLET CY 28,250.0000 50,850.00 1.800 50,850.00 1.800 50,850 (F) 034 MINOR CONCRETE (MINOR STRUCTURE) CY 5,645.0000 688,690.00 120.950 682,762 (F) 035 18" REINFORCED CONCRETE PIPE LF 880.0000 14,960.00 16.600 14,608.00 16.600 14,608 036 4" PLASTIC PIPE UNDERDRAIN LF 70.0000 1,820.00 0.000 0 037 18" CONCRETE FLARED END SECTION EA 1,525.0000 1,525.00 1.000 1,525.00 1.000 1,525 038 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 1,200.0000 4,440.00 0.000 0 METHOD B) (CY) 039 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 376.0000 6,016.00 0.000 0 040 DETECTABLE WARNING SURFACE SQFT 67.0000 55,610.00 166.930 11,184.31 659.000 44,153 041 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,800.0000 25,200.00 14.150 25,470 AND DRIVEWAY) 042 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,630.0000 456,400.00 56.509 92,109.67 147.214 239,958 RAMP) 043 PRE/POST CONSTRUCTION SURVEYS EA 7,500.0000 30,000.00 0.000 0 044 MISCELLANEOUS IRON AND STEEL LB 8.5000 2,771.00 326.000 2,771.00 326.000 2,771 (F) 045 GUARD RAILING DELINEATOR EA 50.0000 33,000.00 688.000 34,400 046 REMOVE ROADSIDE SIGN EA 160.0000 12,800.00 38.000 6,080.00 43.000 6,880 047 RESET ROADSIDE SIGN EA 1,600.0000 1,600.00 0.000 0 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 7,200.00 62.000 1,240.00 67.000 1,340 (0.063"-UNFRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 12,350.00 576.000 7,488.00 656.000 8,528 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430304 TIME 04:53 PM ESTIMATE NO. 006 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GUILLERMO SILLAS-ARREDONDO DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 1,785.00 0.000 0 (0.080"-FRAMED) 051 ROADSIDE SIGN - ONE POST EA 700.0000 55,300.00 34.000 23,800.00 39.000 27,300 052 ROADSIDE SIGN - TWO POST EA 1,650.0000 3,300.00 0.000 0 053 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 450.0000 3,150.00 4.000 1,800.00 4.000 1,800 METHOD) 054 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 325.0000 1,625.00 2.000 650.00 2.000 650 POST 055 MIDWEST GUARDRAIL SYSTEM LF 46.0000 538,200.00 11,575.000 532,450 056 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 80.0000 21,600.00 262.500 21,000 057 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 70.0000 114,800.00 1,637.500 114,625 POST) 058 TRANSITION RAILING (TYPE WB-31) EA 9,400.0000 394,800.00 41.000 385,400 059 RAIL TENSIONING ASSEMBLY EA 5,500.0000 38,500.00 7.000 38,500 060 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 4,000.0000 104,000.00 26.000 104,000 061 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,500.0000 313,500.00 56.000 308,000 062 ALTERNATIVE CRASH CUSHION TL-3 EA 40,000.0000 280,000.00 0.000 0 063 MAX-TENSION MEDIAN TERMINAL EA 15,000.0000 105,000.00 7.000 105,000 064 CONCRETE BARRIER (TYPE 60MS) LF 570.0000 262,200.00 391.000 222,870.00 391.000 222,870 065 REMOVE GUARDRAIL LF 25.0000 290,000.00 11,425.000 285,625 066 REMOVE CRASH CUSHION EA 5,000.0000 45,000.00 1.000 5,000.00 8.000 40,000 067 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 50.0000 19,500.00 0.000 0 WET NIGHT VISIBILITY) 068 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 4,500.00 0.000 0 069 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 385.0000 1,258,950.00 2,966.050 1,141,929 070 FLASHING BEACON SYSTEM LS 83,000.0000 83,000.00 0.458 38,014.00 0.458 38,014 071 MODIFYING LIGHTING SYSTEMS LS 52,000.0000 52,000.00 1.000 52,000.00 1.000 52,000 072 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 135,000.0000 135,000.00 0.269 36,315.00 0.269 36,315 073 SUBSURFACE LOCATOR LS 22,000.0000 22,000.00 0.545 11,990 PROGRAM CAS145 PAGE 4 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430304 TIME 04:53 PM ESTIMATE NO. 006 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GUILLERMO SILLAS-ARREDONDO DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 837,524.83 6,456,795.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 45,257.67 126,236.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 882,782.50 6,583,031.25 074 MOBILIZATION LS 880,000.0000 880,000.00 1.000 880,000 ORIGINAL CONTRACT AMOUNT 8,945,566.00 TOTAL WORK COMPLETED 882,782.50 7,463,031.25 MATERIALS ON HAND ON SITE 94,527.12 219,569.04 DEDUCTIONS 0.00 0.00 TOTAL 977,309.62 7,682,600.29 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 11/17/23 120 01/11/24 01/11/24 12/31/24 108 23 0 0 82% 90% PROGRESS IS SATISFACTORY *** SUSPENDED ON 00/00/00. GUILLERMO SILLAS-ARREDONDO RESIDENT ENGINEER