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 08/15/13 EST. NO.11 TIME 09:45 AM R.E. NAME: ANDREW BRANDT 09-237704 --------------------------------------------------------------------------- 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 08/15/13 EST. NO.11 TIME 09:45 AM R.E. NAME: ANDREW BRANDT 09-237704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANTICP.LD'S26D @8300 -215,800.00 07 ANTIC.LIQ 30D @$8300 -249,000.00 08 AMISSING CEM-4401 -10,000.00 09 ANTICIP. LDS 167DAYS -1,386,100.00 09 ANTICP. LDS 34 DAYS -282,200.00 10 MISSING FINALCEM4401 -10,000.00 11 RELEASE ALL ANTICLDS 2,133,100.00 11 2,123,100.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402F -10,000.00 11 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 07 0.00 -31,000.00 LIQUIDATED DAMAGES 280 DAYS @$ 8300/D -2,324,000.00 11 -2,324,000.00 -2,324,000.00 TOTAL DEDUCTIONS -210,900.00 -2,385,000.00 PROGRAM CAS145 PAGE 1 DATE 08/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-237704 TIME 09:45 AM ESTIMATE NO. 11 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/13/13 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 08/15/13 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 09-MNO-395-118.7/119.6 ---------------------------------- DISNEY CONSTRUCTION INC IN MONO COUNTY NEAR TOPAZ LAKE 859 COWAN ROAD SUITE 3 FROM 1.7 MILES NORTH OF SR 89 TO BURLINGAME CA 94513 0.9 MILES SOUTH OF THE NEVADA BORDER FED. AID NO. ACHS-NHP3(237)E ,95- (237)E ROAD REALIGNMENT AND RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500 002 TIME-RELATED OVERHEAD WDAY 5,500.0000 715,000.00 141.000 775,500 003 TEMPORARY REINFORCED SILT FENCE LF 2.0000 9,000.00 4,560.000 9,120 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 1,500.00 225.000 675 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 1.000 3,500 008 TEMPORARY CHECK DAM LF 3.0000 150.00 50.000 150 009 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 900.00 9.000 900 010 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000 012 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 9.000 4,500 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 1,000.00 0.000 0 015 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.050 7,500.00 1.000 150,000 016 CONSTRUCTION AREA SIGNS (LEFT IN PLACE) LS 40,000.0000 40,000.00 0.250 10,000.00 1.000 40,000 017 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 018 TYPE III BARRICADE EA 100.0000 1,000.00 10.000 1,000 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 9,520.00 14,297.000 10,007 020 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 4,550.00 130.000 4,550 021 FLASHING BEACON (PORTABLE) EA 2,000.0000 24,000.00 12.000 24,000 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 2 DATE 08/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-237704 TIME 09:45 AM ESTIMATE NO. 11 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/13/13 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 08/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 100,320.00 220.000 2,640.00 8,290.000 99,480 024 ABANDON CULVERT LF 55.0000 12,100.00 213.100 11,720 025 REMOVE MARKER EA 2.0000 32.00 16.000 32 026 REMOVE PAINTED TRAFFIC STRIPE LF 4.0000 4,320.00 976.000 3,904 027 REMOVE ROADSIDE SIGN EA 100.0000 2,400.00 24.000 2,400 028 REMOVE DELINEATOR EA 2.0000 116.00 58.000 116 029 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 19,200.00 3,839.000 19,195 030 RESET ROADSIDE SIGN EA 200.0000 200.00 1.000 200.00 1.000 200 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 4,260.00 850.000 5,100 032 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000 033 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 034 ROADWAY EXCAVATION CY 25.0000 1,035,000.00 41,361.000 1,034,025 035 LEAD COMPLIANCE PLAN LS 600.0000 600.00 1.000 600 036 ROCK EXCAVATION CY 40.0000 41,600.00 1,040.000 41,600 037 ROCK SLOPE SCALING SQFT 0.3000 29,160.00 97,116.000 29,134 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 190,200.00 634.000 190,200 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 44,200.00 884.000 44,200 (F) 040 SAND BACKFILL CY 50.0000 2,650.00 52.240 2,612 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 600.0000 153,000.00 255.000 153,000 (F) 042 DITCH EXCAVATION CY 70.0000 3,500.00 50.000 3,500 043 DUFF SQYD 5.0000 97,000.00 1,302.200 6,511.00 18,950.200 94,751 044 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1000 12,400.00 3,399.000 339.90 131,156.000 13,115 045 EROSION CONTROL (PUNCHED STRAW) (SQFT) SQFT 0.1500 7,650.00 52,872.000 7,930.80 58,555.000 8,783 046 ANCHORED WIRE MESH SYSTEM SQFT 2.2000 213,840.00 100,873.000 221,920 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 6,000.00 3.000 6,000 048 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 12,636.00 97,200.000 12,636 049 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 66,300.00 745.000 223.50 223,692.000 67,107 (BLANKET) PROGRAM CAS145 PAGE 3 DATE 08/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-237704 TIME 09:45 AM ESTIMATE NO. 11 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/13/13 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 08/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK DOWELS EA 800.0000 760,000.00 1,131.000 904,800 051 FINISHING ROADWAY LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000 052 CLASS 2 AGGREGATE BASE CY 70.0000 130,900.00 2,638.000 184,660 053 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,071,400.00 8,629.440 949,238 054 SHOULDER RUMBLE STRIP STA 30.0000 2,460.00 81.480 2,444 (HMA,GROUND-IN INDENTATIONS) 055 CENTERLINE RUMBLE STRIP STA 35.0000 840.00 23.500 822 (HMA, GROUND-IN INDENTATIONS) 056 PLACE HOT MIX ASPHALT SQYD 350.0000 6,650.00 19.200 6,720 (MISCELLANEOUS AREA) 057 TACK COAT TON 2,500.0000 12,500.00 8.978 22,445 058 36" DRILLED HOLE LF 300.0000 854,700.00 2,849.000 854,700 059 PRECAST CONCRETE SOLDIER PILE LF 120.0000 532,080.00 4,434.000 532,080 (24" X 24") 060 TIEBACK ANCHOR EA 4,500.0000 841,500.00 187.000 841,500 061 CONCRETE LAGGING SQFT 70.0000 1,526,000.00 21,800.000 1,526,000 (F) 062 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 98,400.00 246.000 98,400 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 25,000.00 24.630 24,630 (F) 064 ARCHITECTURAL TEXTURE SQFT 8.0000 174,400.00 21,800.000 174,400 (F) (RETANGULAR CUT STONE) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 875.00 35.000 875.00 35.000 875 (0.063"-UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 1,440.00 48.000 1,440.00 48.000 1,440 (0.080"-UNFRAMED) 067 ROADSIDE SIGN (TURNABLE METAL POST) EA 2,000.0000 6,000.00 3.000 6,000.00 3.000 6,000 068 ROADSIDE SIGN - ONE POST EA 200.0000 600.00 3.000 600.00 3.000 600 069 PREPARE AND STAIN CONCRETE SQFT 2.0000 43,600.00 21,800.000 43,600 070 24" ALTERNATIVE PIPE CULVERT LF 350.0000 157,500.00 447.000 156,450 071 54" REINFORCED CONCRETE PIPE LF 800.0000 96,000.00 120.000 96,000 072 36" CORRUGATED STEEL PIPE INLET LF 400.0000 16,400.00 40.280 16,112 (.138" THICK) 073 54" CONCRETE FLARED END SECTION EA 5,000.0000 5,000.00 1.000 5,000 074 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 075 ROCK SLOPE PROTECTION CY 125.0000 6,375.00 50.400 6,300 (1/2 TON, METHOD B) 076 ROCK SLOPE PROTECTION CY 125.0000 8,875.00 70.700 8,837 (BACKING NO. 2, METHOD B) PROGRAM CAS145 PAGE 4 DATE 08/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-237704 TIME 09:45 AM ESTIMATE NO. 11 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/13/13 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 08/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 1,100.00 217.100 1,085 078 MINOR CONCRETE (GUTTER) CY 1,000.0000 37,000.00 37.000 37,000 (F) 079 MISCELLANEOUS IRON AND STEEL LB 5.0000 6,450.00 1,290.000 6,450 (F) 080 DELINEATOR (CLASS 2) EA 45.0000 2,610.00 60.000 2,700.00 60.000 2,700 081 MILEPOST MARKER EA 65.0000 390.00 6.000 390.00 6.000 390 082 MARKER (CULVERT) EA 50.0000 700.00 15.000 750.00 15.000 750 083 OBJECT MARKER (TYPE L-2) EA 50.0000 400.00 8.000 400.00 8.000 400 084 METAL BEAM GUARD RAILING (STEEL POST) LF 20.0000 87,800.00 175.000 3,500.00 4,275.000 85,500 085 CABLE RAILING LF 18.0000 20,700.00 1,149.200 20,685.60 1,149.200 20,685 (F) 086 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 1.000 700 087 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 3.000 9,000.00 3.000 9,000 088 PAINT TRAFFIC STRIPE (2-COAT) LF 1.8000 28,980.00 15,985.000 28,773 089 PAVEMENT MARKER EA 15.0000 5,550.00 370.000 5,550 (RETROREFLECTIVE-RECESSED) 090 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 08/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-237704 TIME 09:45 AM ESTIMATE NO. 11 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/13/13 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 08/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 131,685.80 10,222,775.15 ADJUSTMENT OF COMPENSATION 0.00 80,000.00 EXTRA WORK 0.00 160,631.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 131,685.80 10,463,406.58 091 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 11,072,679.00 TOTAL WORK COMPLETED 131,685.80 11,463,406.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -210,900.00 -2,385,000.00 TOTAL -79,214.20 9,078,406.58 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/28/12 130 04/23/12 04/23/12 08/13/13 141 0 11 0 100% 100% ANDREW BRANDT RESIDENT ENGINEER PROGRAM CAS145 DATE 08/15/13