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 07/21/21 EST. NO. 015 TIME 11:27 AM R.E. NAME: DAN KRAFT 01-0E7304 --------------------------------------------------------------------------- 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 07/21/21 EST. NO. 015 TIME 11:27 AM R.E. NAME: DAN KRAFT 01-0E7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7304 TIME 11:27 AM ESTIMATE NO. 015 BID OPENING 01/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 07/21/21 LOCATION PROGRESS ESTIMATE 01-LAK-29-17.7/20.7 ----------------- O.C. JONES & SONS, INC. IN LAKE COUNTY AT LOWER LAKE AT 1520 FOURTH STREET; VARIOUS LOCATIONS FROM 0.1 MI SOUTH BERKELEY CA 94710 OF C ST TO 0.2 MI NORTH OF BELL PARK AVENUE FED. AID NO. HSST-P029(149)E WIDEN SHOULDERS/CREATE TRUCK CLIMB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500 003 TIME-RELATED OVERHEAD (LS) LS 100,000.0000 100,000.00 1.000 100,000 004 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 1.000 8,500 005 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 4,480.00 8,246.000 3,298 007 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,080.00 21.000 1,260 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,200.0000 6,200.00 1.000 6,200 SYSTEMS 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 010 TEMPORARY RAILING (TYPE K) LF 20.0000 39,600.00 1,980.000 39,600 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 7,000.0000 14,000.00 2.000 14,000 012 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 1.000 22,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.750 2,100 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 015 TEMPORARY DRAINAGE INLET PROTECTION EA 800.0000 800.00 1.000 800 016 STREET SWEEPING LS 60,000.0000 60,000.00 1.000 60,000 017 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 1.000 6,000 018 TREATED WOOD WASTE LB 0.2500 1,125.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 885.0000 13,275.00 2.000 1,770 020 INVASIVE SPECIES CONTROL LS 18,000.0000 18,000.00 1.000 18,000 021 TEMPORARY HIGH-VISIBILITY FENCE LF 7.5000 6,075.00 810.000 6,075 022 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 2 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7304 TIME 11:27 AM ESTIMATE NO. 015 BID OPENING 01/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 31.0000 579,700.00 18,626.000 577,406 024 SHOULDER BACKING TON 64.0000 17,280.00 17.000 1,088 025 DITCH EXCAVATION CY 120.0000 10,080.00 84.000 10,080 026 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.3000 34,500.00 14,940.000 34,362 CLASS B2 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 1,900.00 1.000 950 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 58,500.00 116,013.000 58,006 029 HYDROMULCH (FRM) SQFT 0.1400 58,660.00 331,015.000 46,342 030 FIBER ROLLS LF 2.5000 46,250.00 17,376.000 43,440 031 HYDROSEED A (HBGM) SQFT 0.1800 74,700.00 324,039.000 58,327 032 HYDROSEED B (HBGM) SQFT 0.2500 1,055.00 4,220.000 1,055 033 COMPOST (CY) CY 92.0000 33,120.00 360.000 33,120 034 INCORPORATE MATERIALS SQFT 0.0500 5,950.00 118,679.000 5,933 035 PERMANENT EROSION CONTROL ESTABLISHMENT LS 21,125.0000 21,125.00 0.080 1,690.00 0.620 13,097 WORK 036 CLASS 2 AGGREGATE SUBBASE CY 68.0000 244,800.00 3,591.000 244,188 037 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 397,950.00 3,784.000 397,320 038 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 85,500.00 0.000 0 039 HOT MIX ASPHALT (TYPE A) TON 144.0000 472,320.00 3,788.620 545,561 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.0000 779,650.00 5,168.030 801,044 041 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.2000 20,608.00 6,410.000 20,512 (PAVING FABRIC) 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7000 5,238.00 2,601.000 7,022 043 TACK COAT TON 1,400.0000 25,200.00 16.820 23,548 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 75,000.00 25,643.000 76,929 045 RAIL ELEMENT WALL SQFT 42.0000 28,560.00 680.000 28,560 046 STRUCTURAL CONCRETE, BOX CULVERT CY 3,300.0000 184,800.00 56.000 184,800 (F) 047 STRUCTURAL CONCRETE, HEADWALL CY 4,700.0000 173,900.00 37.000 173,900 (F) 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 5,600.00 1.000 4,000 (F) 049 BAR REINFORCING STEEL LB 1.1000 8,454.60 7,686.000 8,454 (F) PROGRAM CAS145 PAGE 3 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7304 TIME 11:27 AM ESTIMATE NO. 015 BID OPENING 01/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 12" ALTERNATIVE PIPE CULVERT LF 475.0000 46,550.00 98.000 46,550 051 24" ALTERNATIVE PIPE CULVERT LF 450.0000 252,000.00 554.000 249,300 052 30" ALTERNATIVE PIPE CULVERT LF 560.0000 49,280.00 88.000 49,280 053 36" ALTERNATIVE PIPE CULVERT LF 675.0000 52,650.00 78.000 52,650 054 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 3,900.00 26.000 3,900 (.079" THICK) 055 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 230.0000 2,300.00 10.000 2,300 (.079" THICK) 056 12" ANCHOR ASSEMBLY EA 650.0000 650.00 1.000 650 057 18" ANCHOR ASSEMBLY EA 675.0000 675.00 1.000 675 058 12" ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050 059 18" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 060 24" ALTERNATIVE FLARED END SECTION EA 1,650.0000 3,300.00 2.000 3,300 061 30" ALTERNATIVE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 062 36" ALTERNATIVE FLARED END SECTION EA 1,900.0000 1,900.00 1.000 1,900 063 ABANDON CULVERT (EA) EA 3,000.0000 3,000.00 0.000 0 064 REMOVE CULVERT (LF) LF 30.0000 25,800.00 819.000 24,570 065 REMOVE DOWNDRAIN (EA) EA 1,400.0000 2,800.00 2.000 2,800 066 REMOVE INLET EA 1,300.0000 1,300.00 1.000 1,300 067 REMOVE FLARED END SECTION (EA) EA 625.0000 5,000.00 8.000 5,000 068 ROCK SLOPE PROTECTION CY 240.0000 13,920.00 55.600 13,344 (300 LB, CLASS IV, METHOD B) (CY) 069 ROCK SLOPE PROTECTION CY 300.0000 12,600.00 67.000 20,100 (60 LB, CLASS II, METHOD B) (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.0000 1,800.00 235.000 2,115 071 MISCELLANEOUS IRON AND STEEL LB 2.0000 652.00 326.000 652 (F) 072 REMOVE PAVEMENT MARKER EA 1.0000 160.00 110.000 110 073 DELINEATOR (CLASS 1) EA 50.0000 1,500.00 43.000 2,150 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.5000 4,680.00 766.000 4,979 075 MARKER (CULVERT) EA 50.0000 800.00 16.000 800 076 REMOVE MARKER EA 15.0000 240.00 16.000 240 PROGRAM CAS145 PAGE 4 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7304 TIME 11:27 AM ESTIMATE NO. 015 BID OPENING 01/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 100.0000 4,100.00 38.000 3,800 078 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 1,687.50 150.750 1,695 (0.063"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.9000 979.00 104.030 925 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 175.00 13.500 168 (0.080"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,000.00 209.750 2,097 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,710.00 117.000 1,667 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 330.00 20.000 330 (0.080"-FRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,170.00 138.500 2,146 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 1,960.00 555.780 1,945 087 ROADSIDE SIGN - ONE POST EA 325.0000 12,675.00 39.000 12,675 088 ROADSIDE SIGN - TWO POST EA 650.0000 8,450.00 11.000 7,150 089 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 28.0000 10,360.00 362.500 10,150 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 21,000.00 234.500 24,622 091 CABLE RAILING LF 75.0000 6,675.00 89.000 6,675 (F) 092 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 8,000.00 2.000 8,000 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 32,310.00 36,899.000 33,209 094 THERMOPLASTIC PAVEMENT MARKING SQFT 8.2500 3,630.00 447.000 3,687 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 4,092.00 7,833.000 4,308 096 12" RUMBLE STRIP STA 77.0000 15,400.00 188.100 14,483 (ASPHALT CONCRETE PAVEMENT) 097 MODIFYING FLASHING BEACON SYSTEMS LS 38,000.0000 38,000.00 1.000 38,000 PROGRAM CAS145 PAGE 5 DATE 07/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7304 TIME 11:27 AM ESTIMATE NO. 015 BID OPENING 01/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/21 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 07/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,690.00 4,605,705.19 ADJUSTMENT OF COMPENSATION 0.00 -58,271.38 EXTRA WORK 0.00 231,110.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,690.00 4,778,544.79 098 MOBILIZATION LS 418,000.0000 418,000.00 1.000 418,000 ORIGINAL CONTRACT AMOUNT 5,088,646.10 TOTAL WORK COMPLETED 3,690.00 5,196,544.79 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,690.00 5,196,544.79 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 03/02/20 90 04/27/20 04/27/20 11/30/21 248 60 0 0 99% 100% PROGRESS IS SATISFACTORY DAN KRAFT RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/21