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 08/24/15 EST. NO. 002 TIME 08:36 AM 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 08/24/15 EST. NO. 002 TIME 08:36 AM 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 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 08:36 AM ESTIMATE NO. 002 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 08/20/15 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 08/24/15 LOCATION PROGRESS ESTIMATE 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 0.700 4,200 002 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.150 6,000.00 0.300 12,000 003 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,014.00 64.000 192 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 4,403.00 867.000 867 005 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 720.00 7.000 210 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.150 1,500.00 0.300 3,000 007 TEMPORARY RAILING (TYPE K) LF 20.0000 28,800.00 112.000 2,240.00 112.000 2,240 008 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 12,000.00 0.700 1,400.00 0.700 1,400 009 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.150 6,000.00 0.300 12,000 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 011 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 1,500.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY CHECK DAM LF 30.0000 900.00 21.000 630 013 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 300.00 2.000 200 014 TEMPORARY FIBER ROLL LF 4.0000 1,400.00 0.000 0 015 TEMPORARY REINFORCED SILT FENCE LF 20.0000 2,500.00 87.500 1,750 016 STREET SWEEPING LS 2,000.0000 2,000.00 0.150 300.00 0.300 600 017 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 0.300 150.00 0.300 150 018 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 019 RESET CHANNELIZER EA 50.0000 1,000.00 10.000 500.00 10.000 500 (LANE SEPARATION SYSTEM) 020 MEDIAN RETAINING WALL PATCH SQFT 10.0000 2,000.00 0.000 0 021 REMOVE ATTENUATOR EA 5,000.0000 5,000.00 0.000 0 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,554.00 1,185.000 2,370 PROGRAM CAS145 PAGE 2 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 08:36 AM ESTIMATE NO. 002 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 08/20/15 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 74.500 149 024 REMOVE PAVEMENT MARKER EA 1.0000 51.00 0.000 0 025 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0 026 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 0.000 0 028 REMOVE CONCRETE CY 200.0000 4,400.00 0.000 0 029 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 031 ROADWAY EXCAVATION CY 150.0000 13,950.00 31.000 4,650 032 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 11.000 550.00 11.000 550 (F) 034 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 180.0000 10,440.00 58.000 10,440.00 58.000 10,440 (F) 035 LEAN CONCRETE BACKFILL CY 200.0000 7,800.00 39.000 7,800.00 39.000 7,800 (F) 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 1,110.00 0.000 0 037 HYDROMULCH SQFT 1.0000 1,110.00 0.000 0 038 HYDROSEED SQFT 1.0000 1,110.00 0.000 0 039 CRACK TREATMENT LNMI 55,000.0000 5,500.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 150.0000 25,800.00 0.000 0 041 HOT MIX ASPHALT (LEVELING) TON 150.0000 30,300.00 0.000 0 042 LIQUID ASPHALT (PRIME COAT) TON 1,000.0000 500.00 0.000 0 043 TACK COAT TON 1,000.0000 1,000.00 0.000 0 044 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 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 08:36 AM ESTIMATE NO. 002 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 08/20/15 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 84,250.00 267.000 66,750.00 337.000 84,250 053 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 39,000.00 30.000 30,000.00 30.000 30,000 (F) 054 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 36,000.00 0.000 0 (F) 055 RANDOM ROCK TEXTURE SQFT 25.0000 31,400.00 1,190.000 29,750.00 1,190.000 29,750 (F) 056 ROUGH CONCRETE TEXTURE SQFT 25.0000 21,375.00 0.000 0 (F) 057 JOINT SEAL (TYPE AL) LF 50.0000 7,000.00 0.000 0 058 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 11,482.00 5,741.000 11,482.00 5,741.000 11,482 (F) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 146.00 0.000 0 (0.063"-UNFRAMED) 060 METAL (RAIL MOUNTED SIGN) LB 10.0000 1,140.00 0.000 0 061 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0 062 TIMBER LAGGING MFBM 4,000.0000 24,000.00 6.000 24,000.00 6.000 24,000 (F) 063 CLEAN AND PAINT STEEL SOLDIER PILING LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000 064 PREPARE AND PAINT CONCRETE SQFT 2.0000 2,810.00 0.000 0 065 PREPARE AND STAIN CONCRETE SQFT 6.0000 6,420.00 0.000 0 066 GEOCOMPOSITE DRAIN SQFT 1.0000 615.00 307.500 307.50 307.500 307 067 FURNISH AND INSTALL DRAIN PIPE LF 28.0000 3,920.00 140.000 3,920.00 140.000 3,920 (HORIZONTAL DRAIN) 068 DRILL HOLE (HORIZONTAL DRAIN) LF 120.0000 16,800.00 140.000 16,800.00 140.000 16,800 069 MINOR CONCRETE (GUTTER) (LF) LF 50.0000 3,950.00 0.000 0 070 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 500.0000 18,500.00 0.000 0 AND DRIVEWAY) 071 CHAIN LINK RAILING (TYPE 7) LF 75.0000 6,675.00 0.000 0 (F) 072 CONCRETE BARRIER (TRANSITION) LF 300.0000 6,000.00 0.000 0 073 ALTERNATIVE CRASH CUSHION (TEST LEVEL2) EA 22,000.0000 22,000.00 0.000 0 074 CONCRETE BARRIER (TYPE 60C) LF 200.0000 24,000.00 0.000 0 075 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 200.0000 24,000.00 0.000 0 (F) 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,950.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 08:36 AM ESTIMATE NO. 002 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 08/20/15 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 752.00 0.000 0 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 544.00 0.000 0 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0G2104 TIME 08:36 AM ESTIMATE NO. 002 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 08/20/15 R.E. NAME: TRINH, JASON DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 220,889.50 375,612.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 220,889.50 375,612.50 083 MOBILIZATION LS 85,000.0000 85,000.00 0.200 17,000.00 0.950 80,750 ORIGINAL CONTRACT AMOUNT 890,177.00 TOTAL WORK COMPLETED 237,889.50 456,362.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 237,889.50 456,362.50 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 05/07/15 75 07/06/15 07/06/15 10/20/15 34 0 0 0 51% 45% PROGRESS IS SATISFACTORY TRINH, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/15