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 06/18/19 EST. NO. 006 TIME 02:58 PM R.E. NAME: KRAFT, DAN 01-427804 --------------------------------------------------------------------------- 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 0001 1,183.61 E.W. @ F.A.(+) 042819 Y 0008.0 0002 1,107.22 042919 Y 0009.0 0003 1,107.22 043019 Y 0010.0 0004 553.63 050119 Y 0011.0 0005 553.63 050219 Y 0012.0 008 0001 551.61 E.W. @ F.A.(+) 050519 Y 0002.0 009 0001 1,486.79 E.W. @ F.A.(+) 050519 Y 0003.0 0002 2,458.58 050619 Y 0004.0 0003 6,346.97 050719 Y 0005.0 0004 1,453.70 050819 Y 0006.0 0005 6,257.22 051319 Y 0007.0 0006 215.05 050619 Y 0004.1 23,275.23 TOTAL THIS ESTIMATE 2,651.00 TOTAL PREVIOUS ESTIMATE 25,926.23 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 06/18/19 EST. NO. 006 TIME 02:58 PM R.E. NAME: KRAFT, DAN 01-427804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-427804 TIME 02:58 PM ESTIMATE NO. 006 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/18/19 LOCATION PROGRESS ESTIMATE 01-LAK-20-1.0/46.3 ----------------- 01-LAK-29-6.1/48.8 GRANITE CONSTRUCTION COMPANY IN LAKE COUNTY AT VARIOUS LOCATIONS 1324 S. STATE STREET ON ROUTES 20 AND 29 UKIAH CA 95482 FED. AID NO. B1NH-X033(90)E CULVERT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,225.0000 1,225.00 0.060 73.50 0.680 833 002 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.600 4,500 003 TRAFFIC CONTROL SYSTEM LS 325,000.0000 325,000.00 0.350 113,750.00 0.500 162,500 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,927.7100 13,927.71 0.350 4,874.70 0.500 6,963 005 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.140 1,120.00 0.370 2,960 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 0.750 446 007 MOVE-IN/MOVE-OUT EA 950.0000 4,750.00 2.000 1,900 (TEMPORARY EROSION CONTROL) 008 TEMPORARY HYDRAULIC MULCH SQYD 5.2500 3,832.50 0.000 0 (BONDED FIBER MATRIX) 009 TEMPORARY COVER SQYD 14.0000 5,180.00 120.000 1,680.00 120.000 1,680 010 TEMPORARY CHECK DAM LF 28.0000 7,560.00 201.000 5,628.00 341.000 9,548 011 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,000.00 4.000 1,000.00 27.000 6,750 012 TEMPORARY FIBER ROLL LF 2.9000 17,400.00 575.000 1,667 013 TEMPORARY SILT FENCE LF 5.0000 15,000.00 125.000 625.00 375.000 1,875 014 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.150 2,250.00 0.300 4,500 015 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 895.0000 75,180.00 1.000 895.00 1.000 895 016 WATER QUALITY MONITORING REPORT EA 450.0000 37,800.00 0.000 0 017 WATER QUALITY ANNUAL REPORT EA 995.0000 2,985.00 0.000 0 018 TEMPORARY HIGH-VISIBILITY FENCE LF 13.0000 1,950.00 0.000 0 019 CLEARING AND GRUBBING (LS) LS 168,360.0000 168,360.00 0.400 67,344.00 0.900 151,524 020 ROADWAY EXCAVATION CY 85.0000 3,485.00 1.050 89.25 1.400 119 021 EMBANKMENT CY 360.0000 1,800.00 4.000 1,440.00 4.760 1,713 022 DRY SEED (SQFT) SQFT 0.2800 16,296.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-427804 TIME 02:58 PM ESTIMATE NO. 006 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.6800 39,576.00 0.000 0 024 FIBER ROLLS LF 2.9000 6,264.00 0.000 0 025 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 17,500.00 120.000 8,400.00 120.000 8,400 026 HOT MIX ASPHALT (TYPE A) TON 200.0000 5,000.00 2.000 400 027 MINOR HOT MIX ASPHALT TON 1,100.0000 264,000.00 75.200 82,720.00 124.800 137,280 028 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 65.0000 5,200.00 0.000 0 029 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 65.0000 1,300.00 0.000 0 030 PLACE HOT MIX ASPHALT SQYD 85.0000 5,525.00 32.400 2,754.00 32.400 2,754 (MISCELLANEOUS AREA) 031 STRUCTURAL CONCRETE, BOX CULVERT CY 4,300.0000 103,200.00 0.000 0 (F) 032 STRUCTURAL CONCRETE, HEADWALL CY 10,500.0000 52,500.00 5.000 52,500.00 5.000 52,500 (F) 033 STRUCTURAL CONCRETE, DRAINAGE INLET CY 9,500.0000 12,350.00 0.020 190.00 1.300 12,350 (F) 034 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 5,060.00 1.840 4,048.00 2.300 5,060 (F) 035 MINOR CONCRETE (BACKFILL) CY 575.0000 4,025.00 7.000 4,025.00 7.000 4,025 (F) 036 24" ALTERNATIVE PIPE CULVERT LF 550.0000 1,017,500.00 1,165.000 640,750.00 1,465.900 806,245 037 36" ALTERNATIVE PIPE CULVERT LF 325.0000 17,550.00 53.900 17,517 038 24" X 18" CORRUGATED STEEL PIPE ARCH LF 270.0000 59,400.00 220.000 59,400.00 220.000 59,400 (.109" THICK) 039 28" X 20" CORRUGATED STEEL PIPE ARCH LF 660.0000 13,860.00 20.700 13,662 (.109" THICK) 040 18" FLAP GATE EA 3,000.0000 3,000.00 0.000 0 041 24" ANCHOR ASSEMBLY EA 550.0000 3,850.00 4.000 2,200.00 4.000 2,200 042 24" ALTERNATIVE PIPE DOWNDRAIN LF 85.0000 6,715.00 64.000 5,440.00 68.000 5,780 043 36" CORRUGATED STEEL PIPE INLET LF 525.0000 22,050.00 29.900 15,697.50 39.000 20,475 (.138" THICK) 044 24" ALTERNATIVE FLARED END SECTION EA 350.0000 8,400.00 12.000 4,200.00 17.000 5,950 045 30" ALTERNATIVE FLARED END SECTION EA 460.0000 1,840.00 4.000 1,840.00 4.000 1,840 046 24" X 18" STEEL FLARED END PIPE ARCH EA 275.0000 550.00 2.000 550.00 2.000 550 SECTION 047 28" X 20" STEEL FLARED END PIPE ARCH EA 275.0000 275.00 1.000 275 SECTION 048 ABANDON CULVERT (LF) LF 100.0000 22,000.00 112.000 11,200.00 112.000 11,200 049 REMOVE DOWNDRAIN (EA) EA 650.0000 1,950.00 2.000 1,300.00 3.000 1,950 PROGRAM CAS145 PAGE 3 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-427804 TIME 02:58 PM ESTIMATE NO. 006 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,700.0000 18,700.00 7.000 11,900.00 10.000 17,000 051 REMOVE HEADWALL EA 1,600.0000 6,400.00 4.000 6,400.00 4.000 6,400 052 REMOVE FLARED END SECTION (EA) EA 135.0000 2,835.00 14.000 1,890.00 17.000 2,295 053 CLEANING, INSPECTING, AND PREPARING LF 24.0000 55,440.00 2,067.800 49,627.20 2,067.800 49,627 CULVERT (LF) 054 18" CURED-IN-PLACE PIPELINER LF 266.0000 10,640.00 0.000 0 055 24" CURED-IN-PLACE PIPELINER LF 135.0000 190,350.00 0.000 0 056 30" CURED-IN-PLACE PIPELINER LF 164.0000 142,680.00 0.000 0 057 ROCK SLOPE PROTECTION CY 450.0000 117,000.00 40.000 18,000.00 80.000 36,000 (F) (1/4 T, METHOD B) (CY) 058 CONCRETED-ROCK SLOPE PROTECTION CY 2,900.0000 5,510.00 0.000 0 (F) (LIGHT, METHOD B) (CY) 059 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 3.0000 2,280.00 500.000 1,500.00 584.000 1,752 060 MISCELLANEOUS IRON AND STEEL LB 3.0000 7,170.00 1,200.000 3,600.00 1,869.000 5,607 (F) 061 MARKER (CULVERT) EA 55.8400 2,792.00 0.000 0 062 VEGETATION CONTROL (MINOR CONCRETE) SQYD 350.0000 11,200.00 0.000 0 063 CABLE RAILING LF 250.0000 4,000.00 16.000 4,000.00 16.000 4,000 (F) 064 RECONSTRUCT GUARDRAIL LF 145.0000 10,440.00 59.000 8,555.00 72.000 10,440 065 THERMOPLASTIC TRAFFIC STRIPE LF 30.0000 15,600.00 0.000 0 066 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,000.0000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 4 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-427804 TIME 02:58 PM ESTIMATE NO. 006 BID OPENING 07/24/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,203,456.15 1,671,309.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 23,275.23 25,926.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,226,731.38 1,697,236.14 067 MOBILIZATION LS 316,000.0000 316,000.00 0.250 79,000.00 1.000 316,000 ORIGINAL CONTRACT AMOUNT 3,365,303.21 TOTAL WORK COMPLETED 1,305,731.38 2,013,236.14 MATERIALS ON HAND ON SITE -60,753.91 20,030.54 DEDUCTIONS 0.00 0.00 TOTAL 1,244,977.47 2,033,266.68 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 10/08/18 130 10/23/18 10/23/18 11/07/19 34 129 15 0 58% 23% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/19