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 02/20/15 EST. NO. 030 TIME 07:33 AM 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 --------------------------------------------------------------------------- *** 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 02/20/15 EST. NO. 030 TIME 07:33 AM R.E. NAME: COOPER, CHEE 04-292264 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE TEST FAILED -225.50 013 HMA TEST OUT OF SPEC -7,109.38 018 0.00 -7,334.88 OVERBID ITEMS OVERBID ITEM NO. 122 -12,273.75 002 OVERBID ITEM NO. 122 -11,046.37 007 OVERBID ITEM NO. 122 -1,227.38 010 0.00 -24,547.50 TOTAL DEDUCTIONS 0.00 -31,882.38 PROGRAM CAS145 PAGE 1 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 LOCATION 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 1.000 2,500 002 TIME-RELATED OVERHEAD LS 85,000.0000 85,000.00 1.000 85,000 003 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 004 HEALTH AND SAFETY PLAN LS 9,000.0000 9,000.00 1.000 9,000 005 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 7,500.00 4,310.000 12,930 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 1.000 1,500 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 7,500.00 2.000 5,000 009 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 49.000 11,270 012 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 1.000 30,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 015 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 016 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000 017 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 20.000 600 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,500.0000 2,500.00 1.000 2,500 019 TEMPORARY RAILING (TYPE K) LF 20.0000 32,000.00 1,500.000 30,000 020 TEMPORARY CRASH CUSHION MODULE EA 350.0000 4,900.00 14.000 4,900 021 REMOVE CHAIN LINK FENCE LF 5.0000 12,100.00 2,899.000 14,495 022 REMOVE GATE EA 500.0000 2,500.00 5.000 2,500 PROGRAM CAS145 PAGE 2 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,850.00 259.000 3,885 024 REMOVE PAVEMENT MARKER EA 1.0000 68.00 52.000 52 025 REMOVE GRATE EA 250.0000 1,750.00 3.000 750 026 REMOVE BASE AND SURFACING CY 22.0000 12,100.00 681.000 14,982 027 ADJUST INLET EA 910.0000 4,550.00 5.000 4,550 028 ADJUST MANHOLE TO GRADE EA 500.0000 2,000.00 7.000 3,500 029 ADJUST UTILITY COVER TO GRADE EA 350.0000 1,400.00 0.000 0 030 MODIFY INLET EA 1,275.0000 3,825.00 3.000 3,825 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 0.2500 1,667.50 6,714.000 1,678 032 REMOVE CONCRETE CURB (LF) LF 3.0000 1,140.00 469.000 1,407 033 REMOVE CONCRETE SIDEWALK SQFT 2.5000 1,175.00 472.000 1,180 034 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500 035 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000 036 ROADWAY EXCAVATION CY 33.0000 96,690.00 2,730.000 90,090 037 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 1,295.000 194,250 (TYPE EMERYVILLE) 039 HAZARDOUS METERIAL MANAGEMENT PLAN LS 5,000.0000 5,000.00 1.000 5,000 040 REMEDIATION EXCAVATION (CLASS 1) CY 150.0000 141,000.00 971.000 145,650 (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 (TYPE OARB) 043 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 2,500.0000 2,500.00 1.000 2,500 044 REMEDIATION EXCAVATION (CLASS 2) CY 72.0000 4,896.00 0.000 0 (TYPE OARB) 045 STRUCTURE EXCAVATION CY 40.0000 10,800.00 274.000 10,960 (LIGHT POLE FOOTING) 046 STRUCTURAL EXCAVATION (CLASS 1) CY 175.0000 20,125.00 115.000 20,125 (F) (TYPE EMERYVILLE) 047 STRUCTURE BACKFILL CY 65.0000 13,000.00 122.000 7,930 048 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 (F) PROGRAM CAS145 PAGE 3 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 (F) 051 DITCH EXCAVATION CY 25.0000 3,000.00 43.800 1,095 052 HIGHWAY PLANTING LS 330,000.0000 330,000.00 1.000 330,000 053 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 22.0000 62,260.00 2,503.000 55,066 (SQYD) 054 FIBER ROLLS LF 2.7500 14,300.00 7,500.000 20,625 055 MAINTAIN EXISTING PLANTED AREAS LS 1,500.0000 1,500.00 1.000 1,500 056 PLANT ESTABLISHMENT WORK LS 110,000.0000 110,000.00 0.028 3,080.00 0.459 50,490 057 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,000.0000 2,000.00 1.000 2,000 058 IRRIGATION SYSTEM LS 260,000.0000 260,000.00 1.000 260,000 059 WATER METER LS 2,500.0000 2,500.00 1.000 2,500 060 3" IRRIGATION SLEEVE (PR) 315 LF 30.0000 3,900.00 165.000 4,950 061 6" IRRIGATION SLEEVE (PR) 315 LF 30.0000 1,200.00 345.000 10,350 062 8" CORRUGATED HIGH DENSITY LF 79.0000 7,900.00 97.000 7,663 POLYETHYLENE PIPE CONDUIT 063 12" CORRUGATED HIGH DENSITY LF 79.0000 3,555.00 160.000 12,640 POLYETHYLENE PIPE CONDUIT 064 CLASS 3 AGGREGATE BASE CY 47.0000 107,630.00 2,742.680 128,905 065 HOT MIX ASPHALT (TYPE A) TON 91.0000 169,260.00 2,155.440 196,145 066 COLORED HOT MIX ASPHALT (TYPE A) TON 300.0000 60,000.00 143.020 42,906 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.5000 3,150.00 351.000 3,685 068 TACK COAT TON 600.0000 1,200.00 3.160 1,896 069 STEEL SOLDIER PILE (W 10 X 12) LF 25.0000 1,425.00 61.230 1,530 070 STEEL SOLDIER PILE (W 10 X 30) LF 25.0000 3,950.00 185.140 4,628 071 STEEL SOLDIER PILE (W 10 X 45) LF 30.0000 3,000.00 110.220 3,306 072 18" DRILLED HOLE LF 105.0000 33,075.00 356.590 37,441 073 STRUCTURAL CONCRETE, RETAINING WALL CY 2,200.0000 90,200.00 41.000 90,200 (F) 074 MINOR CONCRETE (MINOR STRUCTURE) CY 920.0000 150,880.00 169.890 156,298 (F) 075 ARCHITECTURAL TREATMENT SQFT 3.0000 3,834.00 633.900 1,901 (F) 076 ANTI-GRAFFITI COATING SQFT 3.0000 3,834.00 2,308.000 6,924 (F) PROGRAM CAS145 PAGE 4 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,230.000 12,345 078 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 12,250.00 9,800.000 12,250 (F) 079 SHOTCRETE LAGGING CY 1,650.0000 26,400.00 16.000 26,400 (F) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 174.000 2,610 (0.063"-UNFRAMED) 081 ROADSIDE SIGN - ONE POST EA 215.0000 7,310.00 43.000 9,245 082 BCDC SIGN POST EA 250.0000 750.00 3.000 750 083 ROCK SLOPE PROTECTION FABRIC EA 2,500.0000 5,000.00 3.000 7,500 DISCHARGECONTROL 084 INTERPRETIVE SIGN PEDESTAL EA 3,000.0000 12,000.00 4.000 12,000 085 12" PLASTIC PIPE LF 50.0000 4,200.00 916.000 45,800 086 18" PLASTIC PIPE LF 44.0000 23,320.00 523.500 23,034 087 36" REINFORCED CONCRETE PIPE LF 500.0000 2,500.00 4.200 2,100 088 DRAINAGE INLET MARKER EA 75.0000 450.00 8.000 600 089 GRATED LINE DRAIN LF 90.0000 9,900.00 105.000 9,450 090 12" ALTERNATIVE FLARED END SECTION EA 1,850.0000 1,850.00 1.000 1,850 091 18" ALTERNATIVE FLARED END SECTION EA 1,850.0000 3,700.00 1.000 1,850 092 SLOPE PAVING (CONCRETE) CY 900.0000 10,800.00 12.000 10,800 (F) 093 MINOR CONCRETE (DITCH LINING) CY 495.0000 33,165.00 11.390 5,638 094 MINOR CONCRETE (MISCELLANEOUS CY 530.0000 121,900.00 220.000 116,600 CONSTRUCTION) 095 MINOR CONCRETE (GUTTER) LF 36.0000 5,688.00 158.000 5,688 (F) 096 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 360.00 48.000 1,440 097 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,662.00 7,615.150 11,422 (F) 098 MODIFY EXISTING DECK DRAIN EA 1,200.0000 7,200.00 6.000 7,200 099 CHAIN LINK FENCE LF 15.0000 62,700.00 4,081.000 61,215 (TYPE CL-4, BLACK VINYL-CLAD) 100 CHAIN LINK FENCE LF 18.0000 86,400.00 3,368.000 60,624 (TYPE CL-6, BLACK VINYL-CLAD) 101 CHAIN LINK FENCE LF 25.0000 8,500.00 340.000 8,500 (TYPE CL-8, BLACK VINYL-CLAD) 102 12' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 1,000.00 1.000 1,000 103 16' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 5,400.00 3.000 5,400 PROGRAM CAS145 PAGE 5 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,800 105 CABLE RAILING (MODIFIED) LF 40.0000 6,800.00 170.000 6,800 (F) 106 CONCRETE BARRIER (TYPE 60) LF 80.0000 56,000.00 70.000 5,600 107 THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,667.50 10,094.000 7,570 108 THERMOPLASTIC CROSSWALK AND SQFT 1.7000 1,020.00 888.000 1,509 PAVEMENT MARKING 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 272.00 75.000 300 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 111 SIGNAL AND LIGHTING (CITY) LS 8,000.0000 8,000.00 1.000 8,000 112 LIGHTING (BIKEWAY) LS 315,000.0000 315,000.00 1.000 315,000 113 ELECTRIC SERVICE (IRRIGATION) LS 1,000.0000 1,000.00 1.000 1,000 114 BENCH EA 2,100.0000 16,800.00 8.000 16,800 115 BICYCLE PARKING RACK EA 1,750.0000 1,750.00 1.000 1,750 116 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 1,654.000 9,924 119 IMPORTED BORROW (CY) CY 8.0000 63,440.00 7,458.000 59,664 120 IMPORTED TOPSOIL (CY) CY 43.0000 141,040.00 4,540.000 195,220 121 CERTIFICATION OF CLEAN IMPORTED FILL LS 2,500.0000 2,500.00 1.000 2,500 MATERIAL PROGRAM CAS145 PAGE 6 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 07:33 AM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,080.00 3,500,917.98 ADJUSTMENT OF COMPENSATION 0.00 742,837.47 EXTRA WORK 0.00 1,152,531.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,080.00 5,396,286.68 122 MOBILIZATION LS 515,436.0000 515,436.00 1.000 515,436 ORIGINAL CONTRACT AMOUNT 4,908,885.00 TOTAL WORK COMPLETED 3,080.00 5,911,722.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,882.38 TOTAL 3,080.00 5,879,840.30 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 10/04/16 345 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY COOPER, CHEE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/20/15