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 10/18/22 EST. NO. 004 TIME 02:41 PM R.E. NAME: JUANAH L KOKER 03-0H8304 --------------------------------------------------------------------------- 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 10/18/22 EST. NO. 004 TIME 02:41 PM R.E. NAME: JUANAH L KOKER 03-0H8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 004 RTTN CEM 2406 10,000.00 004 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 004 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEDUCT LTR -10,000.00 002 DEDUCT LTTR 7/2022 -10,000.00 003 PROMPT PAYMENT -10,000.00 004 RETURN EST 2 10,000.00 004 RETURN 7/22DEDUCT 10,000.00 004 10,000.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H8304 TIME 02:41 PM ESTIMATE NO. 004 BID OPENING 10/06/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/02/22 R.E. NAME: JUANAH L KOKER DATE OF THIS ESTIMATE 10/18/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 03-ED-49-10.7/11.0 ---------------------------------------- MARTIN BROTHERS CONSTRUCTION IN EL DORADO COUNTY ON ROUTE 49 8801 FOLSOM BLVD SUITE 260; FROM PATTERSON DRIVE TO COMMERCE SACRAMENTO CA 95826 WAY. FED. AID NO. HSST-P049(187)E WIDEN SHOULDER ON WEST SIDE TO 4FT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 1.000 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 875.0000 26,250.00 7.000 6,125.00 30.000 26,250 004 DEVELOP WATER SUPPLY LS 2,325.0000 2,325.00 1.000 2,325 005 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 006 TRAFFIC CONTROL SYSTEM LS 102,900.0000 102,900.00 1.000 102,900 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,250.0000 5,250.00 0.600 3,150 008 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 3,250.0000 3,250.00 0.050 162.50 1.000 3,250 (AFAD) 009 JOB SITE MANAGEMENT LS 2,525.0000 2,525.00 0.050 126.25 1.000 2,525 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 4,750.0000 4,750.00 0.250 1,187.50 1.000 4,750 011 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 012 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 013 TREATED WOOD WASTE LB 2.7500 412.50 150.000 412 014 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 1,200.00 300.000 1,200 015 CLEARING AND GRUBBING (LS) LS 36,000.0000 36,000.00 1.000 36,000 016 ROADWAY EXCAVATION CY 103.0000 101,970.00 704.000 72,512.00 990.000 101,970 017 SHOULDER BACKING TON 39.0000 585.00 15.000 585 018 IMPORTED BORROW (CY) CY 92.0000 460.00 5.000 460.00 5.000 460 019 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 495.0000 990.00 2.000 990.00 2.000 990 020 BONDED FIBER MATRIX (SQFT) SQFT 0.4200 4,452.00 2,718.000 1,141.56 2,718.000 1,141 021 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 5,300.00 0.000 0 022 CLASS 2 AGGREGATE BASE (CY) CY 172.0000 60,200.00 350.000 60,200 PROGRAM CAS145 PAGE 2 DATE 10/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H8304 TIME 02:41 PM ESTIMATE NO. 004 BID OPENING 10/06/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/02/22 R.E. NAME: JUANAH L KOKER DATE OF THIS ESTIMATE 10/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 024 HOT MIX ASPHALT (TYPE A) TON 177.0000 205,320.00 903.430 159,907.11 1,086.790 192,361 025 MINOR HOT MIX ASPHALT TON 159.0000 2,544.00 10.000 1,590.00 16.000 2,544 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 7,540.00 614.280 7,985 027 TACK COAT TON 3,750.0000 1,875.00 0.350 1,312 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.5000 17,550.00 1,300.000 8,450 029 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,700.0000 20,100.00 0.000 0 (F) 030 MINOR CONCRETE (MINOR STRUCTURE) CY 4,825.0000 2,895.00 0.600 2,895.00 0.600 2,895 (F) 031 CONCRETE BACKFILL (PIPE TRENCH) CY 357.0000 928.20 2.600 928 (F) 032 18" PLASTIC PIPE LF 799.0000 23,171.00 35.000 27,965.00 35.000 27,965 033 24" PLASTIC PIPE LF 223.0000 84,740.00 49.670 11,076.41 272.670 60,805 034 18" CORRUGATED STEEL PIPE (.079" THICK) LF 377.0000 1,885.00 5.000 1,885 035 DRAINAGE INLET MARKER EA 66.0000 528.00 7.000 462.00 15.000 990 036 36" CORRUGATED STEEL PIPE INLET LF 1,690.0000 21,970.00 13.000 21,970 (.168" THICK) 037 24" CORRUGATED STEEL PIPE INLET LF 1,120.0000 15,680.00 14.000 15,680 (.168" THICK) 038 INLET DEPRESSION EA 3,500.0000 3,500.00 1.000 3,500 039 REMOVE CULVERT (LF) LF 400.0000 800.00 2.000 800.00 2.000 800 040 REMOVE INLET EA 575.0000 1,150.00 1.000 575.00 2.000 1,150 041 MINOR CONCRETE (CURB) (CY) CY 9,500.0000 2,850.00 0.300 2,850 042 REMOVE CURB LF 155.0000 2,170.00 14.000 2,170 043 MISCELLANEOUS IRON AND STEEL LB 4.3500 6,951.30 1,598.000 6,951 (F) 044 INLET GRATE EA 3,575.0000 10,725.00 3.000 10,725 045 ADJUST ACCESS BOX (UTILITY) EA 1,800.0000 1,800.00 1.000 1,800 046 ADJUST MANHOLE FRAME AND COVER EA 2,250.0000 4,500.00 2.000 4,500.00 2.000 4,500 (UTILITY) 047 DELINEATOR (CLASS 1) EA 85.0000 595.00 0.000 0 048 PAVEMENT MARKER (RETROREFLECTIVE) EA 28.0000 3,080.00 116.000 3,248 049 REMOVE ROADSIDE SIGN EA 130.0000 650.00 5.000 650 PROGRAM CAS145 PAGE 3 DATE 10/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H8304 TIME 02:41 PM ESTIMATE NO. 004 BID OPENING 10/06/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/02/22 R.E. NAME: JUANAH L KOKER DATE OF THIS ESTIMATE 10/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 230.0000 230.00 1.000 230 051 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 1,058.50 73.000 1,058 (0.063"-UNFRAMED) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 510.00 34.000 510 (0.080"-UNFRAMED) 053 ROADSIDE SIGN - ONE POST EA 315.0000 1,260.00 4.000 1,260 054 ROADSIDE SIGN - TWO POST EA 630.0000 1,260.00 2.000 1,260 055 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 600.00 4.000 600 EXISTING POST 056 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,900.00 205.000 2,050 (ENHANCED WET NIGHT VISIBILITY) 057 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 3,960.00 5,633.000 4,224 (ENHANCED WET NIGHT VISIBILITY) 058 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,584.00 5,633.000 1,689 059 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 13,950.0000 13,950.00 1.000 13,950 PROGRAM CAS145 PAGE 4 DATE 10/18/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H8304 TIME 02:41 PM ESTIMATE NO. 004 BID OPENING 10/06/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/02/22 R.E. NAME: JUANAH L KOKER DATE OF THIS ESTIMATE 10/18/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 292,475.33 781,559.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 292,475.33 781,559.09 ORIGINAL CONTRACT AMOUNT 853,129.50 TOTAL WORK COMPLETED 292,475.33 781,559.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 292,475.33 761,559.09 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 11/23/21 30 04/04/22 12/13/21 08/02/22 160 134 0 0 100% 100% JUANAH L KOKER RESIDENT ENGINEER