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 03/11/16 EST. NO. 009 TIME 02:13 PM R.E. NAME: TRINH, JASON 04-0G2104 --------------------------------------------------------------------------- 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 03/11/16 EST. NO. 009 TIME 02:13 PM R.E. NAME: TRINH, JASON 04-0G2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 02:13 PM ESTIMATE NO. 009 BID OPENING 04/07/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/13/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 03/11/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-13-9.9/10.1 ---------------------------------- GORDON N. BALL, INC. IN ALAMEDA COUNTY IN OAKLAND ON NB 333 CAMILLE AVENUE ROUTE 13 (TUNNEL RD) BETWEEN HILLER ALAMO CA 94507 DRIVE & VINCENTE ROAD FED. AID NO. N O N E UPGRADE SHOULDER/SIDEWALK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000 002 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 003 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,014.00 338.000 1,014 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 4,403.00 4,403.000 4,403 005 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 720.00 24.000 720 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 1.000 10,000 007 TEMPORARY RAILING (TYPE K) LF 20.0000 28,800.00 1,290.000 25,800 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 12,000.00 7.000 14,000 009 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 011 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 1,500.00 300.000 1,500 (BONDED FIBER MATRIX) 012 TEMPORARY CHECK DAM LF 30.0000 900.00 30.000 900 013 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 300.00 3.000 300 014 TEMPORARY FIBER ROLL LF 4.0000 1,400.00 350.000 1,400 015 TEMPORARY REINFORCED SILT FENCE LF 20.0000 2,500.00 125.000 2,500 016 STREET SWEEPING LS 2,000.0000 2,000.00 1.000 2,000 017 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 018 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 019 RESET CHANNELIZER EA 50.0000 1,000.00 20.000 1,000 (LANE SEPARATION SYSTEM) 020 MEDIAN RETAINING WALL PATCH SQFT 10.0000 2,000.00 200.000 2,000 021 REMOVE ATTENUATOR EA 5,000.0000 5,000.00 1.000 5,000 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,554.00 2,225.000 4,450 PROGRAM CAS145 PAGE 2 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 02:13 PM ESTIMATE NO. 009 BID OPENING 04/07/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/13/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 252.00 137.500 275 024 REMOVE PAVEMENT MARKER EA 1.0000 51.00 51.000 51 025 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100 026 REMOVE EXISTING ROCK WALL CY 2,000.0000 4,600.00 2.300 4,600 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 4,605.00 307.000 4,605 028 REMOVE CONCRETE CY 200.0000 4,400.00 25.000 5,000 029 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 030 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 031 ROADWAY EXCAVATION CY 150.0000 13,950.00 93.000 13,950 032 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 7,800.00 78.000 7,800 (F) 033 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 1,050.00 21.000 1,050 (F) 034 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 180.0000 10,440.00 58.000 10,440 (F) 035 LEAN CONCRETE BACKFILL CY 200.0000 7,800.00 39.000 7,800 (F) 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 1,110.00 1,110.000 1,110 037 HYDROMULCH SQFT 1.0000 1,110.00 1,110.000 1,110 038 HYDROSEED SQFT 1.0000 1,110.00 1,110.000 1,110 039 CRACK TREATMENT LNMI 55,000.0000 5,500.00 0.030 1,650.00 0.130 7,150 040 HOT MIX ASPHALT (TYPE A) TON 150.0000 25,800.00 15.500 2,325.00 204.720 30,708 041 HOT MIX ASPHALT (LEVELING) TON 150.0000 30,300.00 213.340 32,001 042 LIQUID ASPHALT (PRIME COAT) TON 1,000.0000 500.00 0.000 0 043 TACK COAT TON 1,000.0000 1,000.00 1.000 1,000 044 STEEL SOLDIER PILE (W 24 X 94) LF 130.0000 6,890.00 53.000 6,890 045 STEEL SOLDIER PILE (W 24 X 131) LF 185.0000 5,735.00 31.000 5,735 046 STEEL SOLDIER PILE (W 24 X 192) LF 160.0000 6,080.00 38.000 6,080 047 STEEL SOLDIER PILE (W 24 X 176) LF 160.0000 5,760.00 36.000 5,760 048 STEEL SOLDIER PILE (W 24 X 207) LF 170.0000 6,970.00 41.000 6,970 049 STEEL SOLDIER PILE (W 24 X 229) LF 180.0000 15,480.00 86.000 15,480 PROGRAM CAS145 PAGE 3 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 02:13 PM ESTIMATE NO. 009 BID OPENING 04/07/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/13/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STEEL SOLDIER PILE (W 24 X 250) LF 200.0000 8,800.00 44.000 8,800 051 STEEL SOLDIER PILE (W 24 X 279) LF 220.0000 10,340.00 47.000 10,340 052 36" DRILLED HOLE LF 250.0000 84,250.00 337.000 84,250 053 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 39,000.00 39.000 39,000 (F) 054 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 36,000.00 72.000 36,000 (F) 055 RANDOM ROCK TEXTURE SQFT 25.0000 31,400.00 1,256.000 31,400 (F) 056 ROUGH CONCRETE TEXTURE SQFT 25.0000 21,375.00 855.000 21,375 (F) 057 JOINT SEAL (TYPE AL) LF 50.0000 7,000.00 7.040 352.00 187.651 9,382 058 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 11,482.00 5,741.000 11,482 (F) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 146.00 7.300 146 (0.063"-UNFRAMED) 060 METAL (RAIL MOUNTED SIGN) LB 10.0000 1,140.00 114.000 1,140 061 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 1.000 200 062 TIMBER LAGGING MFBM 4,000.0000 24,000.00 6.000 24,000 (F) 063 CLEAN AND PAINT STEEL SOLDIER PILING LS 10,000.0000 10,000.00 1.000 10,000 064 PREPARE AND PAINT CONCRETE SQFT 2.0000 2,810.00 1,405.000 2,810 065 PREPARE AND STAIN CONCRETE SQFT 6.0000 6,420.00 2,140.000 12,840 066 GEOCOMPOSITE DRAIN SQFT 1.0000 615.00 615.000 615 067 FURNISH AND INSTALL DRAIN PIPE LF 28.0000 3,920.00 140.000 3,920 (HORIZONTAL DRAIN) 068 DRILL HOLE (HORIZONTAL DRAIN) LF 120.0000 16,800.00 140.000 16,800 069 MINOR CONCRETE (GUTTER) (LF) LF 50.0000 3,950.00 79.000 3,950 070 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 500.0000 18,500.00 41.160 20,580 AND DRIVEWAY) 071 CHAIN LINK RAILING (TYPE 7) LF 75.0000 6,675.00 89.000 6,675 (F) 072 CONCRETE BARRIER (TRANSITION) LF 300.0000 6,000.00 20.000 6,000 073 ALTERNATIVE CRASH CUSHION (TEST LEVEL2) EA 22,000.0000 22,000.00 1.000 22,000 074 CONCRETE BARRIER (TYPE 60C) LF 200.0000 24,000.00 120.000 24,000 075 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 200.0000 24,000.00 120.000 24,000 (F) 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,950.00 2,484.000 2,484 PROGRAM CAS145 PAGE 4 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 02:13 PM ESTIMATE NO. 009 BID OPENING 04/07/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/13/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,124.00 964.000 1,928 078 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 752.00 175.000 700 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 544.00 79.000 632 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 02:13 PM ESTIMATE NO. 009 BID OPENING 04/07/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/13/16 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 03/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,327.00 823,711.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 50,168.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,327.00 873,880.31 083 MOBILIZATION LS 85,000.0000 85,000.00 1.000 85,000 ORIGINAL CONTRACT AMOUNT 890,177.00 TOTAL WORK COMPLETED 4,327.00 958,880.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,327.00 958,880.31 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 05/07/15 75 07/06/15 07/06/15 01/13/16 79 52 4 0 100% 100% TRINH, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/11/16