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 02/21/20 EST. NO. 010 TIME 12:26 PM R.E. NAME: DAVID, JOSE 04-4K1104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0011 3,130.78 E.W. @ F.A.(+) 012720 N 0032.0 0012 300.00 013120 N 0033.0 3,430.78 TOTAL THIS ESTIMATE 224,366.43 TOTAL PREVIOUS ESTIMATE 227,797.21 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 02/21/20 EST. NO. 010 TIME 12:26 PM R.E. NAME: DAVID, JOSE 04-4K1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4K1104 TIME 12:26 PM ESTIMATE NO. 010 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: DAVID, JOSE DATE OF THIS ESTIMATE 02/21/20 LOCATION PROGRESS ESTIMATE 04-SF-1-0.0/0.9 ----------------- 04-SF-1-4.0/6.9 GHILOTTI BROS., INC. ON STATE ROUTE 1, IN THE CITY & 525 JACOBY STREET COUNTY OF SAN FRANCISCO FROM SM/SF SAN RAFAEL CA 94901 COUNTY LINE TO HOLLOWAY AVE AND FROM LINCOLN WAY TO RUCKMAN AVE. FED. AID NO. B1NH-P001(654)E REHABILITATE ROADWAY AND UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.080 800.00 0.800 8,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 575,000.00 22.000 50,600.00 149.000 342,700 004 CONSTRUCTION AREA SIGNS LS 29,000.0000 29,000.00 0.700 20,300 005 TRAFFIC CONTROL SYSTEM LS 912,066.0000 912,066.00 0.050 45,603.30 0.600 547,239 006 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,500.0000 147,000.00 7.000 73,500 007 TEMPORARY RAILING (TYPE K) LF 51.0000 173,400.00 2,540.000 129,540 008 TEMPORARY CRASH CUSHION MODULE EA 3,500.0000 17,500.00 2.000 7,000 009 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.080 800.00 0.800 8,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 011 STREET SWEEPING LS 5,000.0000 5,000.00 0.000 0 012 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.500 20,000 013 TREATED WOOD WASTE LB 0.4000 4,480.00 3,298.000 1,319 014 NOISE MONITORING LS 5,000.0000 5,000.00 1.000 5,000 015 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 15.0000 1,500.00 0.000 0 016 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 017 AGGREGATE BASE CY 1,050.0000 3,150.00 0.000 0 018 BASE BOND BREAKER SQYD 2.0000 2,200.00 0.000 0 019 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 0.500 2,500 020 HOT MIX ASPHALT (TYPE A) TON 155.0000 1,488,000.00 0.000 0 021 HOT MIX ASPHALT (LEVELING) TON 170.0000 816,000.00 0.000 0 022 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 2,645,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4K1104 TIME 12:26 PM ESTIMATE NO. 010 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: DAVID, JOSE DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.1000 300,300.00 0.000 0 (PAVING MAT) 024 DATA CORE LS 7,200.0000 7,200.00 0.000 0 025 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 14.3500 3,300.50 0.000 0 026 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 14.3500 1,148.00 0.000 0 027 TACK COAT TON 700.0000 147,000.00 0.000 0 028 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 12.0000 2,400.00 0.000 0 029 REMOVE ASPHALT CONCRETE DIKE LF 9.0000 2,700.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 1,430,000.00 0.000 0 031 DRILL AND BOND (DOWEL BAR) EA 63.0000 18,270.00 0.000 0 032 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,850.0000 592,000.00 0.000 0 033 GRIND EXISTING CONCRETE SQYD 15.3600 98,304.00 0.000 0 PAVEMENT 034 ADJUST UTILITY COVER TO GRADE EA 1,400.0000 19,600.00 0.000 0 035 MINOR CONCRETE (CURB) (LF) LF 135.0000 12,150.00 0.000 0 036 DETECTABLE WARNING SURFACE SQFT 70.0000 39,900.00 310.000 21,700 037 MINOR CONCRETE (CURB AND GUTTER) CY 2,100.0000 105,000.00 29.000 60,900 038 MINOR CONCRETE (ISLAND PAVING) CY 3,100.0000 6,200.00 0.000 0 039 MINOR CONCRETE (CURB RAMP) CY 2,500.0000 175,000.00 43.500 108,750 040 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 105.0000 48,300.00 318.830 33,477 041 REMOVE CONCRETE (CURB AND GUTTER) LF 50.0000 28,500.00 306.500 15,325 042 PRE/POST CONSTRUCTION SURVEYS EA 1,700.0000 49,300.00 8.000 13,600 043 10" VITRIFIED CLAY PIPE (VCP) LF 285.0000 122,550.00 445.000 126,825 044 SAN FRANCISCO CATCH BASIN EA 15,000.0000 30,000.00 2.000 30,000 045 CONCRETE BACKFILL FOR VITRIFIED CLAY CY 2,300.0000 345,000.00 147.620 339,526 PIPE 046 CONCRETE (RAPID SETTING) CY 2,500.0000 200,000.00 82.000 205,000 047 DRAINAGE INLET MARKER EA 100.0000 200.00 2.000 200 048 ABANDON CULVERT LF 50.0000 3,500.00 70.000 3,500 049 REMOVE CULVERT LF 60.0000 600.00 10.000 600 PROGRAM CAS145 PAGE 3 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4K1104 TIME 12:26 PM ESTIMATE NO. 010 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: DAVID, JOSE DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CATCH BASIN EA 2,000.0000 2,000.00 1.000 2,000 051 GUARD RAILING DELINEATOR EA 50.0000 1,200.00 0.000 0 052 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 14,040.00 0.000 0 053 REMOVE ROADSIDE SIGN EA 80.0000 3,360.00 0.000 0 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,575.00 0.000 0 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,550.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,425.00 0.000 0 (0.080" -UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 057 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5000 1,690.00 0.000 0 058 ROADSIDE SIGN - ONE POST EA 275.0000 3,025.00 0.000 0 059 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 875.00 0.000 0 METHOD) 060 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 8,400.00 75.000 2,625 061 TRANSITION RAILING (TYPE WB-31) EA 6,275.0000 37,650.00 2.000 12,550 062 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,134.0000 20,670.00 1.000 4,134 063 CONCRETE BARRIER TRANSITION LF 900.0000 99,000.00 68.000 61,200 064 REMOVE GUARDRAIL LF 7.0000 3,640.00 150.000 1,050 065 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 2,680.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 066 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 3,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 067 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 136,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 068 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6500 15,145.00 0.000 0 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 125,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 071 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.7500 15,862.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 072 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 9.5000 115,900.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 073 FIBER OPTIC CABLE SYSTEMS LS 550,000.0000 550,000.00 0.860 473,000 PROGRAM CAS145 PAGE 4 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4K1104 TIME 12:26 PM ESTIMATE NO. 010 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: DAVID, JOSE DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 074 MODIFYING EXISTING ELECTRICAL SYSTEM LS 850,000.0000 850,000.00 0.140 119,000.00 0.620 527,000 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 076 METAL (ROADSIDE SIGN) LB 35.0000 4,550.00 0.000 0 077 CRASH CUSHION (TYPE SCI 100GM) EA 57,000.0000 114,000.00 2.000 114,000 078 CONCRETE BARRIER (TYPE 60M) LF 125.0000 240,000.00 1,920.000 240,000 079 CONCRETE BARRIER (TYPE 60MG) LF 150.0000 90,000.00 600.000 90,000 080 REMOVE CONCRETE BARRIER LF 100.0000 257,000.00 2,570.000 257,000 081 REMOVE CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000 082 PAINT PAVEMENT MARKING (1-COAT) SQFT 18.0000 2,340.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4K1104 TIME 12:26 PM ESTIMATE NO. 010 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: DAVID, JOSE DATE OF THIS ESTIMATE 02/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 216,803.30 3,929,685.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,430.78 227,797.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 220,234.08 4,157,483.16 083 MOBILIZATION LS 1,490,000.0000 1,490,000.00 0.950 1,415,500 ORIGINAL CONTRACT AMOUNT 14,913,676.00 TOTAL WORK COMPLETED 220,234.08 5,572,983.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 220,234.08 5,572,983.16 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 04/05/19 250 04/22/19 04/22/19 11/15/20 146 61 0 0 36% 58% PROGRESS IS SATISFACTORY DAVID, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/20