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 06/13/13 EST. NO.05 TIME 06:08 PM 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 06/13/13 EST. NO.05 TIME 06:08 PM 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 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 LOCATION RERUN 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 0.120 480.00 0.920 3,680 002 TEMPORARY FENCE (TYPE ESA) LF 3.3500 7,973.00 1,676.000 5,614 003 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.120 1,020.00 0.920 7,820 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.0000 6,600.00 514.000 1,542.00 1,514.000 4,542 006 TEMPORARY SILT FENCE LF 4.0000 7,200.00 200.000 800.00 200.000 800 007 TEMPORARY COVER SQYD 14.0000 1,400.00 416.000 5,824 008 TEMPORARY CHECK DAM LF 8.0000 3,200.00 22.000 176 009 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 1,960.00 17.000 2,380 010 TEMPORARY HYDRAULIC MULCH SQYD 1.6500 5,445.00 1,115.000 1,839.75 6,050.000 9,982 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 5,000.0000 5,000.00 0.120 600.00 0.920 4,600 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,100.0000 4,100.00 0.100 410.00 1.000 4,100 013 RAIN EVENT ACTION PLAN EA 500.0000 17,500.00 6.000 3,000 014 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 0.120 30,000.00 0.920 230,000 017 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 0.150 11,250.00 0.950 71,250 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 1,035.00 181.000 814 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8500 13,005.00 10,765.000 9,150 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 960.00 24.000 960 022 TEMPORARY PAVEMENT MARKER EA 6.0000 1,800.00 201.000 1,206 PROGRAM CAS145 PAGE 2 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 1,200.00 1.000 6,000 024 TEMPORARY RAILING (TYPE K) LF 11.0000 79,530.00 5,360.000 58,960 025 TEMPORARY CRASH CUSHION MODULE EA 1,700.0000 22,100.00 13.000 22,100 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 7,590.00 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 5,250 029 ABANDON INLET EA 630.0000 2,520.00 4.000 2,520 030 REMOVE METAL BEAM GUARD RAILING LF 7.0000 840.00 120.000 840 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,360.00 2,360.000 2,360 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 51.0000 918.00 96.000 4,896.00 96.000 4,896 033 REMOVE PAVEMENT MARKER EA 1.0000 46.00 158.000 158 034 REMOVE ROADSIDE SIGN EA 50.0000 300.00 6.000 300 (STRAP AND SADDLE BRACKET METHOD) 035 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 580.00 578.000 578 036 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 4.000 800 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.5000 35,250.00 3,525.000 26,437.50 5,535.200 41,514 038 REMOVE CONCRETE CURB (LF) LF 6.5000 1,300.00 433.000 2,814 039 REMOVE CONCRETE (CHANNEL) CY 14.0000 364.00 26.000 364 040 CAP INLET EA 1,000.0000 1,000.00 1.000 1,000 041 CLEARING AND GRUBBING (LS) LS 170,000.0000 170,000.00 1.000 170,000 042 ROADWAY EXCAVATION CY 1.0000 28,700.00 28,598.000 28,598 043 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 274,000.00 1,097.000 219,400 (AERIALLY DEPOSITED LEAD) 044 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.300 750.00 1.000 2,500 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.0000 338,670.00 3,763.000 338,670 (F) 046 STRUCTURE EXCAVATION (GROUND ANCHOR CY 50.0000 12,150.00 243.000 12,150 (F) WALL) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 82.0000 121,360.00 1,480.000 121,360 (F) 048 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 150.0000 8,850.00 59.000 8,850.00 59.000 8,850 (F) 049 SAND BACKFILL CY 200.0000 2,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 3,750.00 5.000 3,750 (F) 051 EROSION CONTROL (COMPOST BLANKET) CY 65.0000 3,055.00 47.000 3,055.00 47.000 3,055 052 FIBER ROLLS LF 3.5000 3,465.00 953.000 3,335.50 953.000 3,335 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 2,600.00 1.000 650.00 2.000 1,300 054 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.3000 15,240.00 50,800.000 15,240.00 50,800.000 15,240 055 EXTEND 8" CONDUIT LF 100.0000 12,000.00 0.000 0 056 CLASS 4 AGGREGATE SUBBASE CY 28.5000 71,535.00 48.070 1,370.00 2,163.450 61,658 057 CLASS 3 AGGREGATE BASE (CY) CY 100.0000 3,500.00 47.000 4,700 058 LEAN CONCRETE BASE CY 165.0000 268,950.00 45.000 7,425.00 1,213.000 200,145 059 HOT MIX ASPHALT (TYPE A) TON 80.0000 464,000.00 1,245.000 99,600.00 4,897.000 391,760 060 DATA CORE LS 5,000.0000 5,000.00 0.000 0 061 TACK COAT TON 100.0000 2,200.00 3.870 387.00 7.620 762 062 GROUND ANCHOR (SUBHORIZONTAL) EA 2,600.0000 85,800.00 33.000 85,800 063 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 56,000.00 280.000 56,000 064 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 1,000.0000 56,000.00 6.000 6,000.00 56.000 56,000 (F) 065 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 578,000.00 26.000 13,000.00 1,156.000 578,000 (F) 066 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 17,600.00 16.000 17,600.00 16.000 17,600 (F) 067 ARCHITECTURAL TREATMENT SQFT 11.0000 77,924.00 4,345.000 47,795.00 7,084.000 77,924 (F) 068 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1500 148,184.40 29,802.000 34,272.30 142,130.000 163,449 (F) 069 BAR REINFORCING STEEL LB 1.2000 32,968.80 27,474.000 32,968 (F) (GROUND ANCHOR WALL) 070 SHOTCRETE CY 640.0000 34,560.00 54.000 34,560 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 948.00 79.000 948.00 79.000 948 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,300.00 100.000 1,300.00 100.000 1,300 (0.080"-UNFRAMED) 073 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 5.000 1,500.00 5.000 1,500 074 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,900.00 19.000 1,900.00 19.000 1,900 METHOD) 075 8" ALTERNATIVE PIPE CULVERT LF 87.0000 435.00 8.000 696.00 8.000 696 076 12" ALTERNATIVE PIPE CULVERT LF 116.0000 2,320.00 30.000 3,480 PROGRAM CAS145 PAGE 4 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,120.00 340.000 22,780 078 18" REINFORCED CONCRETE PIPE LF 325.0000 975.00 5.000 1,625 079 18" ALTERNATIVE FLARED END SECTION EA 188.0000 188.00 1.000 188 080 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 36,880.00 922.000 36,880.00 922.000 36,880 081 MINOR CONCRETE (BRUSHED CONCRETE) CY 430.0000 48,590.00 97.000 41,710.00 97.000 41,710 082 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,840.00 1,960.000 3,920.00 3,920.000 7,840 (F) 083 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 16.0000 13,440.00 1,123.000 17,968.00 1,123.000 17,968 084 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 150.000 5,250.00 150.000 5,250 085 GUARD RAILING DELINEATOR EA 30.0000 300.00 10.000 300.00 10.000 300 086 OBJECT MARKER (TYPE L-1) EA 40.0000 120.00 3.000 120.00 3.000 120 087 METAL BEAM GUARD RAILING LF 43.0000 1,634.00 79.250 3,407.75 79.250 3,407 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 17,500.00 140.000 17,500.00 140.000 17,500 089 TRANSITION RAILING (TYPE WB) EA 3,300.0000 9,900.00 3.000 9,900.00 3.000 9,900 090 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 091 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 5,600.00 2.000 5,600.00 2.000 5,600 092 CONCRETE BARRIER (TYPE 60D) LF 80.0000 73,760.00 922.000 73,760.00 922.000 73,760 093 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 260.0000 11,180.00 43.000 11,180.00 43.000 11,180 094 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 750.0000 15,000.00 20.000 15,000.00 20.000 15,000 (F) 095 4" THERMOPLASTIC TRAFFIC STRIPE EA 1.5000 10,905.00 7,457.000 11,185.50 7,457.000 11,185 096 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 7,075.00 2,705.000 6,762.50 2,705.000 6,762 097 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,700.00 884.900 4,424.50 884.900 4,424 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 990.00 831.000 831.00 831.000 831 (BROKEN 17-7) 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,760.00 212.000 1,696.00 212.000 1,696 100 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 0.380 27,360.00 0.900 64,800 102 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 82,000.0000 82,000.00 0.350 28,700.00 0.900 73,800 103 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 0.100 5,500.00 0.900 49,500 PROGRAM CAS145 PAGE 5 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.040 2,480.00 0.900 55,800 105 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 79,500.0000 79,500.00 0.500 39,750.00 0.900 71,550 106 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 47,000.0000 47,000.00 0.310 14,570.00 0.900 42,300 107 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 0.400 20,000.00 0.900 45,000 108 INTERGRATED CAMERA UNIT EA 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500 109 CAMERA CONTROL UNIT EA 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500 110 VIDEO ENCODER UNIT EA 6,500.0000 6,500.00 1.000 6,500.00 1.000 6,500 111 POWER STRIP EA 500.0000 500.00 1.000 500.00 1.000 500 112 EQUIPMENT SHELF EA 250.0000 250.00 1.000 250.00 1.000 250 113 GENERAL PACKET RADIO SYSTEM (GPRS) MODEM EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000 ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G1004 TIME 06:08 PM ESTIMATE NO. 05 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 06/20/13 R.E. NAME: HINH, MINH DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 783,904.30 3,959,612.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 1,796.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 783,904.30 3,961,409.44 114 MOBILIZATION LS 393,000.0000 393,000.00 1.000 393,000 ORIGINAL CONTRACT AMOUNT 4,683,998.20 TOTAL WORK COMPLETED 783,904.30 4,354,409.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 783,904.30 4,354,409.44 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 06/20/13 71 16 12 0 91% 93% PROGRESS IS SATISFACTORY PENDING CCO'S HINH, MINH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/13/13