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 07/23/18 EST. NO. 005 TIME 02:43 PM R.E. NAME: BRAR, PARAMDEEP 04-4H2004 --------------------------------------------------------------------------- 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 0046 1,226.89 E.W. @ F.A.(+) 061418 N 0077.0 0047 1,224.37 061518 N 0078.0 0048 1,345.90 062018 N 0079.0 0049 1,464.91 062118 N 0081.0 0050 748.93 062218 N 0082.0 003 0002 3,159.14 E.W. @ F.A.(+) 061918 N 0080.0 0003 300.00 043018 N 0074.1 0004 300.00 053118 N 0075.1 004 0001 1,200.00 E.W. @ F.A.(+) 051418 N 0060.0 0002 1,100.00 051418 N 0061.0 006 0011 4,234.86 E.W. @ F.A.(+) 041018 N 0026.0 0012 3,112.51 041118 N 0032.0 0013 923.76 040318 N 0046.0 008 0010 1,719.85 E.W. @ F.A.(+) 052418 N 0087.0 013 0001 4,200.00 A.C. @ L.S.(+) 072018 N CC0130 26,261.12 TOTAL THIS ESTIMATE 65,753.71 TOTAL PREVIOUS ESTIMATE 92,014.83 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 07/23/18 EST. NO. 005 TIME 02:43 PM R.E. NAME: BRAR, PARAMDEEP 04-4H2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SL 61 LATE PICKUP -7,000.00 004 0.00 -7,000.00 TOTAL DEDUCTIONS 0.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2004 TIME 02:43 PM ESTIMATE NO. 005 BID OPENING 11/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 07/23/18 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-29-13.5/25.5 ----------------------- GHILOTTI BROS., INC. IN AND NEAR NAPA AND YOUNTVILLE, 525 JACOBY STREET FROM NORTH OF TRANCAS SAN RAFAEL CA 94901 STREET/REDWOOD ROAD TO MEE LANE. FED. AID NO. CNHP-P029(134)E REPAIR PAVEMENT & ADA IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 TIME-RELATED OVERHEAD (LS) LS 225,000.0000 225,000.00 0.200 45,000.00 0.400 90,000 003 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500 004 TRAFFIC CONTROL SYSTEM LS 202,000.0000 202,000.00 0.200 40,400.00 0.400 80,800 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.7500 4,275.00 600.000 2,850 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.200 5,000.00 0.400 10,000 007 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.200 2,000.00 0.400 4,000 008 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 7.000 3,500 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 8,600.00 4.000 800 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY COVER SQYD 6.0000 13,200.00 804.000 4,824 013 TEMPORARY CHECK DAM LF 16.5000 2,310.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 10,530.00 81.000 10,530 015 TEMPORARY FIBER ROLL LF 3.0000 114,600.00 30,460.000 91,380 016 TEMPORARY GRAVEL BAG BERM LF 10.0000 8,500.00 0.000 0 017 TEMPORARY REINFORCED SILT FENCE LF 14.0000 2,100.00 0.000 0 018 TEMPORARY SILT FENCE LF 3.5000 7,070.00 3,450.000 12,075 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 2.000 7,000 020 STREET SWEEPING LS 15,000.0000 15,000.00 0.200 3,000.00 0.400 6,000 021 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.800 2,000 022 TREATED WOOD WASTE LB 0.1000 5,350.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2004 TIME 02:43 PM ESTIMATE NO. 005 BID OPENING 11/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HIGH-VISIBILITY FENCE LF 2.7500 16,610.00 4,500.000 12,375 024 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 0.800 28,000 025 SHOULDER BACKING TON 29.0000 435,000.00 0.000 0 026 DITCH EXCAVATION CY 130.0000 59,800.00 127.600 16,588.00 369.000 47,970 027 IMPORTED BORROW (CY) CY 30.0000 32,400.00 0.000 0 028 ROCK BLANKET SQFT 85.0000 2,465.00 0.000 0 029 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 29.000 14,500.00 29.000 14,500 030 HYDROMULCH SQFT 0.0300 8,820.00 0.000 0 031 FIBER ROLLS LF 2.5000 18,500.00 0.000 0 032 HYDROSEED SQFT 0.0600 17,640.00 0.000 0 033 COMPOST (CY) CY 50.0000 11,450.00 0.000 0 034 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 1,000.00 5.000 1,000 035 RAPID STRENGTH CONCRETE BASE CY 650.0000 377,000.00 290.000 188,500 036 BASE BOND BREAKER SQYD 6.0000 1,380.00 230.000 1,380 037 CRACK TREATMENT LNMI 5,000.0000 85,000.00 0.000 0 038 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.500 7,500.00 0.500 7,500 039 REPLACE ASPHALT CONCRETE SURFACING CY 255.0000 867,000.00 2,692.000 686,460 040 HOT MIX ASPHALT (TYPE A) TON 104.0000 1,102,400.00 12,682.210 1,318,949.84 14,485.310 1,506,472 041 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 114.0000 7,011,000.00 10,292.760 1,173,374.64 10,292.760 1,173,374 042 DATA CORE LS 10,000.0000 10,000.00 0.250 2,500.00 0.250 2,500 043 TACK COAT TON 700.0000 69,300.00 57.660 40,362.00 69.660 48,762 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6000 1,177,800.00 102,625.400 266,826.04 102,625.400 266,826 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 4,750.00 1.900 4,750 (F) 046 BAR REINFORCING STEEL (EPOXY COATED) LB 4.5000 17,383.50 3,863.000 17,383 (F) 047 REMOVE PEDESTRIAN BARRICADE EA 250.0000 250.00 0.000 0 048 PEDESTRIAN BARRICADE EA 1,400.0000 1,400.00 0.000 0 049 18" ALTERNATIVE PIPE CULVERT LF 180.0000 167,400.00 128.000 23,040.00 905.000 162,900 PROGRAM CAS145 PAGE 3 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2004 TIME 02:43 PM ESTIMATE NO. 005 BID OPENING 11/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" ALTERNATIVE PIPE CULVERT LF 190.0000 188,100.00 891.000 169,290 051 30" ALTERNATIVE PIPE CULVERT LF 300.0000 7,800.00 26.000 7,800 052 36" ALTERNATIVE PIPE CULVERT LF 390.0000 31,200.00 80.000 31,200 053 18" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 4,000.00 10.000 2,000 054 21" X 15" CORRUGATED STEEL PIPE ARCH LF 220.0000 268,400.00 976.000 214,720 (.079" THICK) 055 28" X 20" CORRUGATED STEEL PIPE ARCH LF 190.0000 19,000.00 93.000 17,670 (.079" THICK) 056 35" X 24" CORRUGATED STEEL PIPE ARCH LF 210.0000 8,400.00 40.000 8,400 (.079" THICK) 057 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 270.0000 16,470.00 57.000 15,390 (F) 058 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 5.000 2,000 059 24" ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 3.000 1,800 060 21" X 15" ALTERNATIVE FLARED END PIPE EA 400.0000 10,000.00 15.000 6,000 ARCH SECTION 061 REMOVE CULVERT (EA) EA 350.0000 16,100.00 1.000 350.00 34.000 11,900 062 REMOVE REINFORCED CONCRETE BOX CULVERT EA 2,500.0000 2,500.00 1.000 2,500 (EA) 063 REMOVE FLARED END SECTION (EA) EA 125.0000 3,375.00 20.000 2,500 064 DETECTABLE WARNING SURFACE SQFT 40.0000 12,800.00 330.000 13,200 065 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,000.0000 37,000.00 43.500 43,500 CURB RAMP) 066 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 340.0000 3,060.00 9.000 3,060 067 REMOVE CONCRETE CY 420.0000 12,180.00 29.000 12,180 (CURB, GUTTER, AND SIDEWALK) (CY) 068 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 4,000.00 4.000 2,000 069 MISCELLANEOUS IRON AND STEEL LB 2.2400 1,070.72 478.000 1,070 (F) 070 REMOVE PAVEMENT MARKER EA 1.0000 5,900.00 0.000 0 071 DELINEATOR (CLASS 1) EA 40.0000 15,200.00 0.000 0 072 DELINEATOR (CLASS 2) EA 50.0000 9,000.00 0.000 0 073 GUARD RAILING DELINEATOR EA 30.0000 2,130.00 0.000 0 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,090.00 0.000 0 075 OBJECT MARKER (TYPE P) EA 75.0000 750.00 0.000 0 076 OBJECT MARKER (TYPE R) EA 100.0000 1,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2004 TIME 02:43 PM ESTIMATE NO. 005 BID OPENING 11/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,000.00 0.000 0 (0.063"-UNFRAMED) 078 ROADSIDE SIGN - ONE POST EA 260.0000 6,760.00 0.000 0 079 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.7500 59,385.00 0.000 0 080 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 249,200.00 0.000 0 081 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 38.7500 38,750.00 0.000 0 (WOOD POST) 082 RAIL TENSIONING ASSEMBLY EA 725.0000 7,250.00 0.000 0 083 END ANCHOR ASSEMBLY (TYPE SFT) EA 695.0000 11,120.00 0.000 0 084 SOFTSTOP TERMINAL SYSTEM EA 3,300.0000 6,600.00 0.000 0 085 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0 086 CRASH CUSHION (TYPE CAT) EA 5,500.0000 66,000.00 0.000 0 087 REMOVE SINGLE METAL BEAM BARRIER LF 4.0000 11,480.00 0.000 0 088 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 9,030.00 0.000 0 089 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 2,800.00 0.000 0 090 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 70,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 22,225.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 590.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.1400 127.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 171,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 767.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 097 MODIFYING EXISTING ELECTRICAL SYSTEM LS 174,000.0000 174,000.00 0.200 34,800.00 0.335 58,290 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 REMOVE CONCRETE (CY) CY 250.0000 10,500.00 42.000 10,500 PROGRAM CAS145 PAGE 5 DATE 07/23/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2004 TIME 02:43 PM ESTIMATE NO. 005 BID OPENING 11/08/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 07/23/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,994,190.52 5,150,383.14 ADJUSTMENT OF COMPENSATION 4,200.00 4,200.00 EXTRA WORK 22,061.12 87,814.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,020,451.64 5,242,397.97 100 MOBILIZATION LS 1,370,000.0000 1,370,000.00 0.200 274,000.00 0.950 1,301,500 ORIGINAL CONTRACT AMOUNT 15,286,054.12 TOTAL WORK COMPLETED 3,294,451.64 6,543,897.97 MATERIALS ON HAND ON SITE 9,941.48 9,941.48 DEDUCTIONS 0.00 -7,000.00 TOTAL 3,304,393.12 6,546,839.45 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 12/22/17 90 05/21/18 05/21/18 10/05/18 36 7 0 0 41% 40% PROGRESS IS SATISFACTORY BRAR, PARAMDEEP RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/18