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.07 TIME 03:17 PM R.E. NAME: COOPER, CHEE 04-292264 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 778.89 E.W. @ F.A.(+) 122812 N 0001.0 010 0001 39,950.00 A.C. @ L.S.(+) 102612 N 1 0 40,728.89 TOTAL THIS ESTIMATE 955.68 TOTAL PREVIOUS ESTIMATE 41,684.57 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 03/21/13 EST. NO.07 TIME 03:17 PM R.E. NAME: COOPER, CHEE 04-292264 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 122 -12,273.75 02 OVERBID ITEM NO. 122 -11,046.37 07 -11,046.37 -23,320.12 TOTAL DEDUCTIONS -11,046.37 -23,320.12 PROGRAM CAS145 PAGE 1 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE DATE OF THIS ESTIMATE 03/21/13 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-80-2.5/3.2 ----------------------- 04-ALA-880-34.4/ .0 GOODFELLOW TOP GRADE IN ALAMEDA COUNTY IN OAKLAND AND CONSTRUCTION, LLC EMERYVILLE FROM MARITIME STREET / 50 CONTRACTORS STREET BURMA ROAD INTERSECTION TO 0.4 MILE LIVERMORE, CA 94551 NORTH OF 40TH STREET / HUBBARD STREET INTERSECTION FED. AID NO. ER-15A3(4)E CONSTRUCT BIKEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.000 0 002 TIME-RELATED OVERHEAD LS 85,000.0000 85,000.00 0.610 51,850 003 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.040 1,400.00 0.650 22,750 004 HEALTH AND SAFETY PLAN LS 9,000.0000 9,000.00 0.400 3,600.00 0.900 8,100 005 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.016 24.00 0.760 1,140 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 7,500.00 538.500 1,615.50 3,360.000 10,080 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 0.700 1,050.00 0.700 1,050 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 7,500.00 1.500 3,750.00 1.500 3,750 009 TEMPORARY CHECK DAM LF 15.0000 120.00 0.000 0 010 MOVE-IN/MOVE-OUT EA 650.0000 1,300.00 1.000 650 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 1,610.00 3.500 805.00 10.500 2,415 012 TEMPORARY HYDRAULIC MULCH SQYD 11.3500 22,700.00 1,688.000 19,158 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 30,000.0000 30,000.00 0.080 2,400.00 0.500 15,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.700 3,500 016 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.080 10,000.00 0.500 62,500 017 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 14.000 420 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,500.0000 2,500.00 0.500 1,250 019 TEMPORARY RAILING (TYPE K) LF 20.0000 32,000.00 1,350.000 27,000 020 TEMPORARY CRASH CUSHION MODULE EA 350.0000 4,900.00 10.000 3,500 021 REMOVE CHAIN LINK FENCE LF 5.0000 12,100.00 447.000 2,235.00 2,779.000 13,895 022 REMOVE GATE EA 500.0000 2,500.00 5.000 2,500 PROGRAM CAS145 PAGE 2 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE 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 REMOVE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 213.000 3,195 024 REMOVE PAVEMENT MARKER EA 1.0000 68.00 52.000 52.00 52.000 52 025 REMOVE GRATE EA 250.0000 1,750.00 0.000 0 026 REMOVE BASE AND SURFACING CY 22.0000 12,100.00 0.000 0 027 ADJUST INLET EA 910.0000 4,550.00 0.000 0 028 ADJUST MANHOLE TO GRADE EA 500.0000 2,000.00 0.000 0 029 ADJUST UTILITY COVER TO GRADE EA 350.0000 1,400.00 0.000 0 030 MODIFY INLET EA 1,275.0000 3,825.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 0.2500 1,667.50 0.000 0 032 REMOVE CONCRETE CURB (LF) LF 3.0000 1,140.00 161.000 483 033 REMOVE CONCRETE SIDEWALK SQFT 2.5000 1,175.00 0.000 0 034 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 0.000 0 035 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000 036 ROADWAY EXCAVATION CY 33.0000 96,690.00 368.000 12,144.00 368.000 12,144 037 ROADWAY EXCAVATION (CLASS 1) CY 150.0000 19,500.00 0.000 0 (TYPE BARBARY) 038 ROADWAY EXCAVATION (CLASS 1) CY 150.0000 198,000.00 1,163.000 174,450.00 1,163.000 174,450 (TYPE EMERYVILLE) 039 HAZARDOUS METERIAL MANAGEMENT PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 040 REMEDIATION EXCAVATION (CLASS 1) CY 150.0000 141,000.00 834.000 125,100.00 834.000 125,100 (TYPE EMERYVILLE) 041 REMEDIATION EXCAVATION (CLASS 1) CY 150.0000 822,000.00 0.000 0 (TYPE BARBARY) 042 REMEDIATION EXCAVATION (CLASS R) CY 7.0000 33,040.00 1,200.000 8,400.00 1,200.000 8,400 (TYPE OARB) 043 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 2,500.0000 2,500.00 0.000 0 044 REMEDIATION EXCAVATION (CLASS 2) CY 72.0000 4,896.00 0.000 0 (TYPE OARB) 045 STRUCTURE EXCAVATION CY 40.0000 10,800.00 0.000 0 (LIGHT POLE FOOTING) 046 STRUCTURAL EXCAVATION (CLASS 1) CY 175.0000 20,125.00 97.750 17,106.25 97.750 17,106 (F) (TYPE EMERYVILLE) 047 STRUCTURE BACKFILL CY 65.0000 13,000.00 0.000 0 048 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 1,000.0000 5,000.00 0.000 0 (F) 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 250.0000 2,750.00 11.000 2,750.00 11.000 2,750 (F) PROGRAM CAS145 PAGE 3 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE 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 155.0000 1,550.00 10.000 1,550.00 10.000 1,550 (F) 051 DITCH EXCAVATION CY 25.0000 3,000.00 0.000 0 052 HIGHWAY PLANTING LS 330,000.0000 330,000.00 0.000 0 053 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 22.0000 62,260.00 0.000 0 (SQYD) 054 FIBER ROLLS LF 2.7500 14,300.00 0.000 0 055 MAINTAIN EXISTING PLANTED AREAS LS 1,500.0000 1,500.00 0.040 60.00 0.650 975 056 PLANT ESTABLISHMENT WORK LS 110,000.0000 110,000.00 0.000 0 057 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,000.0000 2,000.00 0.040 80.00 0.650 1,300 058 IRRIGATION SYSTEM LS 260,000.0000 260,000.00 0.100 26,000.00 0.100 26,000 059 WATER METER LS 2,500.0000 2,500.00 0.500 1,250.00 0.500 1,250 060 3" IRRIGATION SLEEVE (PR) 315 LF 30.0000 3,900.00 0.000 0 061 6" IRRIGATION SLEEVE (PR) 315 LF 30.0000 1,200.00 12.000 360.00 12.000 360 062 8" CORRUGATED HIGH DENSITY LF 79.0000 7,900.00 0.000 0 POLYETHYLENE PIPE CONDUIT 063 12" CORRUGATED HIGH DENSITY LF 79.0000 3,555.00 0.000 0 POLYETHYLENE PIPE CONDUIT 064 CLASS 3 AGGREGATE BASE CY 47.0000 107,630.00 0.000 0 065 HOT MIX ASPHALT (TYPE A) TON 91.0000 169,260.00 0.000 0 066 COLORED HOT MIX ASPHALT (TYPE A) TON 300.0000 60,000.00 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5000 3,150.00 0.000 0 068 TACK COAT TON 600.0000 1,200.00 0.000 0 069 STEEL SOLDIER PILE (W 10 X 12) LF 25.0000 1,425.00 61.230 1,530.75 61.230 1,530 070 STEEL SOLDIER PILE (W 10 X 30) LF 25.0000 3,950.00 185.140 4,628.50 185.140 4,628 071 STEEL SOLDIER PILE (W 10 X 45) LF 30.0000 3,000.00 110.220 3,306.60 110.220 3,306 072 18" DRILLED HOLE LF 105.0000 33,075.00 356.590 37,441.95 356.590 37,441 073 STRUCTURAL CONCRETE, RETAINING WALL CY 2,200.0000 90,200.00 0.000 0 (F) 074 MINOR CONCRETE (MINOR STRUCTURE) CY 920.0000 150,880.00 4.000 3,680.00 4.000 3,680 (F) 075 ARCHITECTURAL TREATMENT SQFT 3.0000 3,834.00 0.000 0 (F) 076 ANTI-GRAFFITI COATING SQFT 3.0000 3,834.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE 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 BAR REINFORCING STEEL LB 1.5000 12,345.00 0.000 0 078 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 12,250.00 0.000 0 (F) 079 SHOTCRETE LAGGING CY 1,650.0000 26,400.00 16.000 26,400.00 16.000 26,400 (F) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0 (0.063"-UNFRAMED) 081 ROADSIDE SIGN - ONE POST EA 215.0000 7,310.00 0.000 0 082 BCDC SIGN POST EA 250.0000 750.00 0.000 0 083 ROCK SLOPE PROTECTION FABRIC EA 2,500.0000 5,000.00 0.000 0 DISCHARGECONTROL 084 INTERPRETIVE SIGN PEDESTAL EA 3,000.0000 12,000.00 0.000 0 085 12" PLASTIC PIPE LF 50.0000 4,200.00 323.000 16,150.00 350.000 17,500 086 18" PLASTIC PIPE LF 44.0000 23,320.00 89.000 3,916.00 226.000 9,944 087 36" REINFORCED CONCRETE PIPE LF 500.0000 2,500.00 0.000 0 088 DRAINAGE INLET MARKER EA 75.0000 450.00 0.000 0 089 GRATED LINE DRAIN LF 90.0000 9,900.00 0.000 0 090 12" ALTERNATIVE FLARED END SECTION EA 1,850.0000 1,850.00 0.000 0 091 18" ALTERNATIVE FLARED END SECTION EA 1,850.0000 3,700.00 0.000 0 092 SLOPE PAVING (CONCRETE) CY 900.0000 10,800.00 0.000 0 (F) 093 MINOR CONCRETE (DITCH LINING) CY 495.0000 33,165.00 0.000 0 094 MINOR CONCRETE (MISCELLANEOUS CY 530.0000 121,900.00 0.750 397.50 0.750 397 CONSTRUCTION) 095 MINOR CONCRETE (GUTTER) LF 36.0000 5,688.00 0.000 0 (F) 096 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 360.00 0.000 0 097 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,662.00 0.000 0 (F) 098 MODIFY EXISTING DECK DRAIN EA 1,200.0000 7,200.00 0.000 0 099 CHAIN LINK FENCE LF 15.0000 62,700.00 0.000 0 (TYPE CL-4, BLACK VINYL-CLAD) 100 CHAIN LINK FENCE LF 18.0000 86,400.00 71.000 1,278 (TYPE CL-6, BLACK VINYL-CLAD) 101 CHAIN LINK FENCE LF 25.0000 8,500.00 0.000 0 (TYPE CL-8, BLACK VINYL-CLAD) 102 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 1,000.00 0.000 0 103 16' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 5,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE 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 24' CHAIN LINK FENCE (TYPE CL-8) EA 2,800.0000 2,800.00 0.000 0 105 CABLE RAILING (MODIFIED) LF 40.0000 6,800.00 0.000 0 (F) 106 CONCRETE BARRIER (TYPE 60) LF 80.0000 56,000.00 0.000 0 107 THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,667.50 0.000 0 108 THERMOPLASTIC CROSSWALK AND SQFT 1.7000 1,020.00 0.000 0 PAVEMENT MARKING 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 272.00 0.000 0 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.100 50.00 0.100 50 SYSTEM ELEMENTS DURING CONSTRUCTION 111 SIGNAL AND LIGHTING (CITY) LS 8,000.0000 8,000.00 0.000 0 112 LIGHTING (BIKEWAY) LS 315,000.0000 315,000.00 0.310 97,650.00 0.310 97,650 113 ELECTRIC SERVICE (IRRIGATION) LS 1,000.0000 1,000.00 0.000 0 114 BENCH EA 2,100.0000 16,800.00 0.000 0 115 BICYCLE PARKING RACK EA 1,750.0000 1,750.00 0.000 0 116 REMOVABLE BOLLARD EA 750.0000 3,750.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 14,100.00 1,556.500 9,339 119 IMPORTED BORROW (CY) CY 8.0000 63,440.00 2,620.000 20,960.00 2,620.000 20,960 120 IMPORTED TOPSOIL (CY) CY 43.0000 141,040.00 0.000 0 121 CERTIFICATION OF CLEAN IMPORTED FILL LS 2,500.0000 2,500.00 0.000 0 MATERIAL PROGRAM CAS145 PAGE 6 DATE 03/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 03:17 PM ESTIMATE NO. 07 BID OPENING 05/01/12 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: COOPER, CHEE 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 617,293.05 904,730.35 ADJUSTMENT OF COMPENSATION 39,950.00 39,950.00 EXTRA WORK 778.89 1,734.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 658,021.94 946,414.92 122 MOBILIZATION LS 515,436.0000 515,436.00 0.450 231,946.20 0.950 489,664 ORIGINAL CONTRACT AMOUNT 4,908,885.00 TOTAL WORK COMPLETED 889,968.14 1,436,079.12 MATERIALS ON HAND ON SITE 149,326.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,046.37 -23,320.12 TOTAL 878,921.77 1,562,085.83 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 122 MOBILIZATION 490,888.50 515,436.00 24,547.50 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 06/27/12 850 08/21/12 08/21/12 06/07/13 45 6 91 0 29% 24% PROGRESS IS SATISFACTORY COOPER, CHEE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/13