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 03/21/13 EST. NO.02 TIME 10:44 AM R.E. NAME: HINH, MINH 04-4G1004 --------------------------------------------------------------------------- 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 03/21/13 EST. NO.02 TIME 10:44 AM R.E. NAME: HINH, MINH 04-4G1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 LOCATION PROGRESS ESTIMATE 04-ALA-680-3.6/6.5 ----------------- R G W CONSTRUCTION, INC. IN ALAMEDA COUNTY AT VARIOUS ____ 550 GREENVILLE ROAD LOCATIONS FROM 0.4 MILE SOUTH OF LIVERMORE, CA 94550 AUTO MALL PARKWAY TO 0.1 MILE NORTH OF MISSION BOULEVARD (ROUTE 238)__ FED. AID NO. N O N E WIDEN RAMPS AND CONSTRUCT RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.250 1,000.00 0.500 2,000 002 TEMPORARY FENCE (TYPE ESA) LF 3.3500 7,973.00 4.000 13.40 1,676.000 5,614 003 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.210 1,785.00 0.260 2,210 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.250 500.00 0.750 1,500 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.0000 6,600.00 925.000 2,775.00 925.000 2,775 006 TEMPORARY SILT FENCE LF 4.0000 7,200.00 0.000 0 007 TEMPORARY COVER SQYD 14.0000 1,400.00 416.000 5,824.00 416.000 5,824 008 TEMPORARY CHECK DAM LF 8.0000 3,200.00 22.000 176.00 22.000 176 009 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 1,960.00 17.000 2,380.00 17.000 2,380 010 TEMPORARY HYDRAULIC MULCH SQYD 1.6500 5,445.00 0.000 0 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 5,000.0000 5,000.00 0.260 1,300.00 0.260 1,300 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,100.0000 4,100.00 0.260 1,066.00 0.260 1,066 013 RAIN EVENT ACTION PLAN EA 500.0000 17,500.00 2.000 1,000.00 2.000 1,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 225.0000 5,850.00 0.000 0 016 TIME-RELATED OVERHEAD (LS) LS 250,000.0000 250,000.00 0.180 45,000.00 0.260 65,000 017 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.700 8,400 018 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.230 17,250.00 0.260 19,500 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 1,035.00 0.000 0 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8500 13,005.00 1,546.000 1,314.10 7,066.000 6,006 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 960.00 10.000 400.00 10.000 400 022 TEMPORARY PAVEMENT MARKER EA 6.0000 1,800.00 33.000 198.00 132.000 792 PROGRAM CAS145 PAGE 2 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 0.260 1,560.00 0.260 1,560 024 TEMPORARY RAILING (TYPE K) LF 11.0000 79,530.00 1,440.000 15,840.00 4,040.000 44,440 025 TEMPORARY CRASH CUSHION MODULE EA 1,700.0000 22,100.00 4.000 6,800.00 7.000 11,900 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 7,590.00 1,165.000 3,495.00 2,530.000 7,590 STRIPE (HAZARDOUS WASTE) 027 NOISE MONITORING LS 1,000.0000 1,000.00 0.000 0 028 ABANDON CULVERT (LF) LF 21.0000 5,250.00 250.000 5,250.00 250.000 5,250 029 ABANDON INLET EA 630.0000 2,520.00 4.000 2,520.00 4.000 2,520 030 REMOVE METAL BEAM GUARD RAILING LF 7.0000 840.00 0.000 0 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,360.00 637.000 637.00 2,050.000 2,050 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 51.0000 918.00 0.000 0 033 REMOVE PAVEMENT MARKER EA 1.0000 46.00 158.000 158 034 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 035 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 580.00 0.000 0 036 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 35,250.00 0.000 0 038 REMOVE CONCRETE CURB (LF) LF 6.5000 1,300.00 0.000 0 039 REMOVE CONCRETE (CHANNEL) CY 14.0000 364.00 0.000 0 040 CAP INLET EA 1,000.0000 1,000.00 0.000 0 041 CLEARING AND GRUBBING (LS) LS 170,000.0000 170,000.00 0.950 161,500.00 0.950 161,500 042 ROADWAY EXCAVATION CY 1.0000 28,700.00 8,800.000 8,800.00 8,800.000 8,800 043 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 274,000.00 883.400 176,680.00 883.400 176,680 (AERIALLY DEPOSITED LEAD) 044 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.700 1,750 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 338,670.00 3,000.000 270,000.00 3,000.000 270,000 (F) 046 STRUCTURE EXCAVATION (GROUND ANCHOR CY 50.0000 12,150.00 80.000 4,000.00 80.000 4,000 (F) WALL) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 82.0000 121,360.00 0.000 0 (F) 048 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 150.0000 8,850.00 0.000 0 (F) 049 SAND BACKFILL CY 200.0000 2,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BACKFILL CY 750.0000 3,750.00 0.000 0 (F) 051 EROSION CONTROL (COMPOST BLANKET) CY 65.0000 3,055.00 0.000 0 052 FIBER ROLLS LF 3.5000 3,465.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 2,600.00 0.000 0 054 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.3000 15,240.00 0.000 0 055 EXTEND 8" CONDUIT LF 100.0000 12,000.00 0.000 0 056 CLASS 4 AGGREGATE SUBBASE CY 28.5000 71,535.00 73.000 2,080.50 73.000 2,080 057 CLASS 3 AGGREGATE BASE (CY) CY 100.0000 3,500.00 0.000 0 058 LEAN CONCRETE BASE CY 165.0000 268,950.00 0.000 0 059 HOT MIX ASPHALT (TYPE A) TON 80.0000 464,000.00 490.000 39,200.00 490.000 39,200 060 DATA CORE LS 5,000.0000 5,000.00 0.000 0 061 TACK COAT TON 100.0000 2,200.00 0.000 0 062 GROUND ANCHOR (SUBHORIZONTAL) EA 2,600.0000 85,800.00 11.000 28,600.00 11.000 28,600 063 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 56,000.00 140.000 28,000.00 140.000 28,000 064 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 1,000.0000 56,000.00 0.000 0 (F) 065 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 578,000.00 200.000 100,000.00 200.000 100,000 (F) 066 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 17,600.00 0.000 0 (F) 067 ARCHITECTURAL TREATMENT SQFT 11.0000 77,924.00 0.000 0 (F) 068 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 148,184.40 17,989.000 20,687.35 17,989.000 20,687 (F) 069 BAR REINFORCING STEEL LB 1.2000 32,968.80 9,158.000 10,989.60 9,158.000 10,989 (F) (GROUND ANCHOR WALL) 070 SHOTCRETE CY 640.0000 34,560.00 16.000 10,240.00 16.000 10,240 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 948.00 0.000 0 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,300.00 0.000 0 (0.080"-UNFRAMED) 073 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0 074 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,900.00 0.000 0 METHOD) 075 8" ALTERNATIVE PIPE CULVERT LF 87.0000 435.00 0.000 0 076 12" ALTERNATIVE PIPE CULVERT LF 116.0000 2,320.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 67.0000 24,120.00 0.000 0 078 18" REINFORCED CONCRETE PIPE LF 325.0000 975.00 0.000 0 079 18" ALTERNATIVE FLARED END SECTION EA 188.0000 188.00 0.000 0 080 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 36,880.00 0.000 0 081 MINOR CONCRETE (BRUSHED CONCRETE) CY 430.0000 48,590.00 0.000 0 082 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,840.00 0.000 0 (F) 083 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 16.0000 13,440.00 0.000 0 084 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 0.000 0 085 GUARD RAILING DELINEATOR EA 30.0000 300.00 0.000 0 086 OBJECT MARKER (TYPE L-1) EA 40.0000 120.00 0.000 0 087 METAL BEAM GUARD RAILING LF 43.0000 1,634.00 0.000 0 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 17,500.00 0.000 0 089 TRANSITION RAILING (TYPE WB) EA 3,300.0000 9,900.00 0.000 0 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 091 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 5,600.00 0.000 0 092 CONCRETE BARRIER (TYPE 60D) LF 80.0000 73,760.00 0.000 0 093 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 260.0000 11,180.00 0.000 0 094 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 750.0000 15,000.00 0.000 0 (F) 095 4" THERMOPLASTIC TRAFFIC STRIPE EA 1.5000 10,905.00 0.000 0 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 7,075.00 0.000 0 097 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,700.00 0.000 0 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 990.00 0.000 0 (BROKEN 17-7) 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,760.00 0.000 0 100 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 101 LIGHTING AND SIGN ILLUMINATION LS 72,000.0000 72,000.00 0.020 1,440.00 0.020 1,440 102 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 82,000.0000 82,000.00 0.030 2,460.00 0.030 2,460 103 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.100 5,500.00 0.100 5,500 PROGRAM CAS145 PAGE 5 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 62,000.0000 62,000.00 0.060 3,720.00 0.060 3,720 105 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 79,500.0000 79,500.00 0.010 795.00 0.010 795 106 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 47,000.0000 47,000.00 0.070 3,290.00 0.070 3,290 107 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 0.000 0 108 INTERGRATED CAMERA UNIT EA 6,500.0000 6,500.00 0.000 0 109 CAMERA CONTROL UNIT EA 6,500.0000 6,500.00 0.000 0 110 VIDEO ENCODER UNIT EA 6,500.0000 6,500.00 0.000 0 111 POWER STRIP EA 500.0000 500.00 0.000 0 112 EQUIPMENT SHELF EA 250.0000 250.00 0.000 0 113 GENERAL PACKET RADIO SYSTEM (GPRS) MODEM EA 4,000.0000 4,000.00 0.000 0 ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 10:44 AM ESTIMATE NO. 02 BID OPENING 09/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 03/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 996,065.95 1,081,144.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 996,065.95 1,081,144.15 114 MOBILIZATION LS 393,000.0000 393,000.00 0.950 373,350.00 0.950 373,350 ORIGINAL CONTRACT AMOUNT 4,683,998.20 TOTAL WORK COMPLETED 1,369,415.95 1,454,494.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,369,415.95 1,454,494.15 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 12/14/12 64 02/07/13 02/07/13 05/22/13 15 8 0 0 31% 23% PROGRESS IS SATISFACTORY HINH, MINH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/13