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 09/23/13 EST. NO.13 TIME 10:40 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 --------------------------------------------------------------------------- 001 0074 321.14 E.W. @ F.A.(+) 070813 N 0159.0 0075 593.30 070913 N 0161.0 0076 139.66 071013 N 0162.0 004 0002 1,591.69 E.W. @ F.A.(+) 081313 N 0192.0 005 0002 -1,761.21 A.C. @ L.S.(-) 091713 N JJNGU1 007 0023 7,162.76 A.C. @ L.S.(+) 091713 N ACLS20 008 0002 17,270.00 E.W. @ U.P (+) 091713 N GATE 0 009 0001 1,725.29 E.W. @ F.A.(+) 031113 N 0050.0 0003 12,011.01 031813 N 0034.0 0004 4,949.27 031813 N 0037.0 0005 1,910.54 032713 N 0040.0 0006 1,910.54 032813 N 0041.0 0008 1,910.54 032613 N 0036.0 0009 770.56 032713 N 0042.0 0010 908.58 032913 N 0049.0 0011 264.58 040913 N 0054.0 0013 1,290.39 032913 N 0029.0 0014 5,073.92 032813 N 0043.0 0015 3,045.26 032913 N 0044.0 0016 3,740.84 031913 N 0030.0 0017 2,480.06 031913 N 0035.0 0018 1,668.24 032913 N 0028.0 0020 4,558.39 030413 N 0045.0 0021 1,074.70 041013 N 0058.0 0023 6,322.11 031213 N 0031.0 0025 5,007.90 040913 N 0055.0 0026 5,365.11 041013 N 0056.0 0027 4,332.86 042213 N 0072.0 0028 1,115.36 042513 N 0088.0 0029 475.75 042413 N 0096.0 0031 955.51 031213 N 0031.1 0032 1,254.84 030513 N 0046.0 0033 1,526.14 042913 N 0098.0 0034 3,346.97 050113 N 0101.0 0036 2,597.63 050213 N 0102.0 0039 623.69 050313 N 0109.0 0042 569.80 032913 N 0028.1 0044 679.62 050613 N 107.10 0046 1,559.96 050613 N 0107.0 0047 1,386.00 022713 N 0127.0 0048 1,573.00 030413 N 0128.0 0049 1,661.00 032513 N 0129.0 0050 1,595.00 032813 N 0130.0 0051 1,452.00 032913 N 0131.0 0057 2,003.57 060413 N 0133.0 0060 2,249.74 062113 N 0153.0 0061 1,100.66 061313 N 0149.0 0062 1,963.46 071713 N 0171.0 0063 494.28 070213 N 0158.0 0064 338.38 070813 N 0160.0 0065 1,007.57 071113 N 0163.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/23/13 EST. NO.13 TIME 10:40 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 --------------------------------------------------------------------------- 0091 4,234.33 091413 N NO. 93 0092 3,927.00 091413 N CAP D9 0093 145,200.00 091413 N TY 603 0094 26,916.57 091413 N JJ NG4 0095 6,380.00 091413 N REMOB0 0096 13,200.00 091413 N CIRIM5 0106 8,237.34 041613 N 0061.2 0107 4,389.10 041713 N 0062.2 012 0001 1,211.55 E.W. @ F.A.(+) 071813 N 0173.0 0003 2,470.37 052213 N 0121.1 014 0017 709.95 E.W. @ F.A.(+) 053113 N 0125.0 0018 616.15 062113 N 0140.0 0019 364.17 071213 N 0170.0 0020 1,721.92 061013 N 0139.1 0021 699.96 060513 N 0134.1 0022 1,449.71 060713 N 0137.1 0023 733.17 061313 N 0148.1 0024 728.67 061813 N 0151.1 016 0001 975.94 E.W. @ F.A.(+) 052813 N 0123.0 0005 663.63 090913 N LAKE01 018 0009 1,243.97 E.W. @ F.A.(+) 062013 N 0157.0 0010 715.00 090613 N FFIBE9 021 0009 4,581.94 E.W. @ F.A.(+) 030513 N 0077.1 0010 3,702.47 030413 N 0078.1 0011 626.83 040813 N 0059.1 0012 1,578.11 052313 N 0122.1 364,445.81 TOTAL THIS ESTIMATE 172,502.69 TOTAL PREVIOUS ESTIMATE 536,948.50 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 09/23/13 EST. NO.13 TIME 10:40 AM R.E. NAME: COOPER, CHEE 04-292264 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE TEST FAILED -225.50 13 -225.50 -225.50 OVERBID ITEMS OVERBID ITEM NO. 122 -12,273.75 02 OVERBID ITEM NO. 122 -11,046.37 07 OVERBID ITEM NO. 122 -1,227.38 10 0.00 -24,547.50 TOTAL DEDUCTIONS -225.50 -24,773.00 PROGRAM CAS145 PAGE 1 DATE 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 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 0.250 625.00 0.750 1,875 002 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 0.970 1,455 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 0.050 75.00 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 10.500 2,415.00 35.000 8,050 012 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 0.990 29,700 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 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 0.990 123,750 017 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 6.000 180.00 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 40.000 200.00 2,899.000 14,495 022 REMOVE GATE EA 500.0000 2,500.00 5.000 2,500 PROGRAM CAS145 PAGE 2 DATE 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,850.00 259.000 3,885 024 REMOVE PAVEMENT MARKER EA 1.0000 68.00 52.000 52 025 REMOVE GRATE EA 250.0000 1,750.00 0.000 0 026 REMOVE BASE AND SURFACING CY 22.0000 12,100.00 681.000 14,982 027 ADJUST INLET EA 910.0000 4,550.00 1.000 910.00 4.000 3,640 028 ADJUST MANHOLE TO GRADE EA 500.0000 2,000.00 1.000 500.00 3.000 1,500 029 ADJUST UTILITY COVER TO GRADE EA 350.0000 1,400.00 0.000 0 030 MODIFY INLET EA 1,275.0000 3,825.00 2.000 2,550 031 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 1,175.00 274.000 685 034 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 -981.000 -147,150.00 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 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 10,800.00 274.000 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 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 (F) 051 DITCH EXCAVATION CY 25.0000 3,000.00 43.800 1,095 052 HIGHWAY PLANTING LS 330,000.0000 330,000.00 0.990 326,700 053 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 22.0000 62,260.00 1,977.500 43,505.00 2,477.500 54,505 (SQYD) 054 FIBER ROLLS LF 2.7500 14,300.00 1,300.000 3,575.00 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 0.000 0 057 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 0.990 257,400 059 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 85.680 4,026.96 2,742.680 128,905 065 HOT MIX ASPHALT (TYPE A) TON 91.0000 169,260.00 10.600 964.60 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 3,150.00 345.000 3,622 068 TACK COAT TON 600.0000 1,200.00 2.000 1,200 069 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 2.370 2,180.40 169.120 155,590 (F) 075 ARCHITECTURAL TREATMENT SQFT 3.0000 3,834.00 633.900 1,901 (F) 076 ANTI-GRAFFITI COATING SQFT 3.0000 3,834.00 689.000 2,067.00 2,821.700 8,465 (F) PROGRAM CAS145 PAGE 4 DATE 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,800.00 135.000 2,025 (0.063"-UNFRAMED) 081 ROADSIDE SIGN - ONE POST EA 215.0000 7,310.00 3.000 645.00 40.000 8,600 082 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 8.000 600.00 8.000 600 089 GRATED LINE DRAIN LF 90.0000 9,900.00 -55.000 -4,950.00 105.000 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 27.160 14,394.80 211.980 112,349 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 70.000 2,100.00 72.000 2,160 097 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,662.00 395.000 592.50 6,393.150 9,589 (F) 098 MODIFY EXISTING DECK DRAIN EA 1,200.0000 7,200.00 6.000 7,200.00 6.000 7,200 099 CHAIN LINK FENCE LF 15.0000 62,700.00 3,981.000 59,715.00 4,081.000 61,215 (TYPE CL-4, BLACK VINYL-CLAD) 100 CHAIN LINK FENCE LF 18.0000 86,400.00 380.000 6,840.00 3,368.000 60,624 (TYPE CL-6, BLACK VINYL-CLAD) 101 CHAIN LINK FENCE LF 25.0000 8,500.00 340.000 8,500.00 340.000 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 1,000.00 1.000 1,000 103 16' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 5,400.00 3.000 5,400.00 3.000 5,400 PROGRAM CAS145 PAGE 5 DATE 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,800.00 1.000 2,800 105 CABLE RAILING (MODIFIED) LF 40.0000 6,800.00 85.000 3,400.00 170.000 6,800 (F) 106 CONCRETE BARRIER (TYPE 60) LF 80.0000 56,000.00 920.000 73,600.00 2,490.000 199,200 107 THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 6,667.50 8,000.000 6,000.00 8,000.000 6,000 108 THERMOPLASTIC CROSSWALK AND SQFT 1.7000 1,020.00 540.000 918.00 540.000 918 PAVEMENT MARKING 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 272.00 75.000 300.00 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 0.960 7,680 112 LIGHTING (BIKEWAY) LS 315,000.0000 315,000.00 0.110 34,650.00 0.950 299,250 113 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 1,556.500 9,339 119 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 0.000 0 MATERIAL PROGRAM CAS145 PAGE 6 DATE 09/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-292264 TIME 10:40 AM ESTIMATE NO. 13 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 09/20/13 R.E. NAME: COOPER, CHEE DATE OF THIS ESTIMATE 09/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 137,779.26 3,592,859.98 ADJUSTMENT OF COMPENSATION 5,401.55 73,568.47 EXTRA WORK 359,044.26 463,380.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 502,225.07 4,129,808.48 122 MOBILIZATION LS 515,436.0000 515,436.00 1.000 515,436 ORIGINAL CONTRACT AMOUNT 4,908,885.00 TOTAL WORK COMPLETED 502,225.07 4,645,244.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -225.50 -24,773.00 TOTAL 501,999.57 4,620,471.48 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 09/26/13 262 173 0 0 89% 100% PROGRESS IS SATISFACTORY DUE TO CCO WORK COOPER, CHEE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/13