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 05/07/13 EST. NO.26 TIME 02:42 PM R.E. NAME: BRENT HAROLDSEN 10-3A66U4 --------------------------------------------------------------------------- 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 05/07/13 EST. NO.26 TIME 02:42 PM R.E. NAME: BRENT HAROLDSEN 10-3A66U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UDBE OBLIGATION -70,806.00 04 RELEASE UDBE 70,806.00 05 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS 10,000.00 09 MISSING PAYROLLS -5,000.00 12 REC'ED PAYROLLS 5,000.00 13 MISSING PAYROLLS -10,000.00 20 REC'ED PAYROLLS 10,000.00 21 MISSING PAYROLLS -1,000.00 22 MISSING PAYROLLS -10,000.00 23 REC'ED PAYROLLS#22 1,000.00 23 REC'ED PAYROLLS #23 1,000.00 24 REC'ED PAYROLLS #23 9,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 10-MER-140-36.5/37.6 ------------------------------ R G W CONSTRUCTION INC IN MERCED COUNTY IN AND NEAR MERCED 550 GREENVILLE ROAD FROM MARTHELLA AVENUE TO 0.3 KM LIVERMORE CA 94550 EAST OF SANTA FE AVENUE FED. AID NO. ACNH-P140(31)E REPLACE BRIDGE AND WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 8.000 2,000 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,190,000.00 403.000 806,000 004 TEMPORARY SUPPORT LS 230,000.0000 230,000.00 0.950 218,500 005 CONSTRUCTION SITE MANAGEMENT LS 27,000.0000 27,000.00 0.680 18,360 006 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.000 0 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 14.0000 6,580.00 587.500 8,225 008 TEMPORARY SILT FENCE M 18.0000 12,780.00 0.000 0 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 9,000.0000 27,000.00 2.000 18,000 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 5,500.00 2.000 5,500 011 TEMPORARY COVER M2 1.4000 3,500.00 1,676.490 2,347 012 MOVE-IN/MOVE-OUT EA 750.0000 2,250.00 3.000 2,250 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 120.0000 6,000.00 38.000 4,560 014 STREET SWEEPING LS 25,000.0000 25,000.00 0.680 17,000 015 TEMPORARY HYDROSEED M2 0.1400 6,300.00 10,155.000 1,421 016 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.520 5,200 017 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.680 85,000 018 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,500.00 167.000 4,175 019 TEMPORARY SIGNAL SYSTEM LS 53,000.0000 53,000.00 0.000 0 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,100.0000 17,100.00 0.680 11,628 021 TEMPORARY RAILING (TYPE K) M 50.0000 142,500.00 2,518.100 125,905 022 TEMPORARY CRASH CUSHION MODULE EA 185.0000 27,750.00 91.000 16,835 PROGRAM CAS145 PAGE 2 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN M 20.0000 17,200.00 830.000 16,600 024 REMOVE MARKER EA 50.0000 1,600.00 0.000 0 025 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 340.000 8,500 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.6000 2,808.00 191.000 496 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.6000 19,474.00 4,085.100 10,621 STRIPE 028 REMOVE PAINTED TRAFFIC STRIPE M 1.7000 1,003.00 3,314.000 5,633 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6500 10,263.00 4,291.000 7,080 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 3,250.00 70.290 1,757 031 REMOVE PAVEMENT MARKER EA 1.0000 990.00 310.000 310 032 REMOVE ROADSIDE SIGN EA 100.0000 2,000.00 15.000 1,500 033 REMOVE CURB M 25.0000 1,350.00 33.000 825 034 REMOVE CULVERT M 60.0000 3,360.00 72.400 4,344 035 REMOVE HEADWALL EA 700.0000 2,800.00 5.000 3,500 036 REMOVE BASE AND SURFACING M3 14.0000 28,000.00 575.000 8,050.00 1,557.000 21,798 037 REMOVE CONCRETE DECK SURFACE M2 400.0000 6,000.00 0.000 0 038 REMOVE DELINEATOR EA 40.0000 280.00 7.000 280 039 RESET MAILBOX EA 350.0000 6,300.00 12.000 4,200 040 RESET MILEPOST MARKER EA 100.0000 100.00 0.000 0 041 RELOCATE FENCE M 45.0000 1,395.00 31.000 1,395 042 RELOCATE ROADSIDE SIGN EA 220.0000 1,540.00 3.000 660 043 RELOCATE SIGN STRUCTURE EA 9,500.0000 9,500.00 0.000 0 044 ADJUST FRAME AND COVER TO GRADE EA 600.0000 20,400.00 16.000 9,600 045 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 14,900.00 441.000 4,410 046 REMOVE CONCRETE (CURB AND GUTTER) M 35.0000 12,600.00 305.000 10,675 047 PREPARE CONCRETE BRIDGE DECK SURFACE M2 80.0000 2,320.00 0.000 0 048 REMOVE BOX CULVERT EA 6,000.0000 6,000.00 1.000 6,000 049 BRIDGE REMOVAL LS 210,000.0000 210,000.00 1.000 210,000 PROGRAM CAS145 PAGE 3 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000 051 DEVELOP WATER SUPPLY LS 19,000.0000 19,000.00 0.680 12,920 052 ROADWAY EXCAVATION M3 17.0000 489,600.00 14,890.270 253,134 053 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 054 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 055 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 32,550.00 870.000 30,450 (F) 056 STRUCTURE EXCAVATION (RETAINING WALL) M3 12.0000 480.00 40.000 480 (F) 057 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 91,700.00 500.000 35,000 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 3,600.00 0.000 0 (F) 059 EARTH RETAINING STRUCTURE, LOCATION A M2 500.0000 575,000.00 101.810 50,905.00 920.000 460,000 (F) 060 EARTH RETAINING STRUCTURE, LOCATION B M2 960.0000 1,036,800.00 1,086.000 1,042,560 (F) 061 EARTH RETAINING STRUCTURE, LOCATION C M2 500.0000 650,000.00 33.800 16,900.00 429.000 214,500 (F) 062 EARTH RETAINING STRUCTURE, LOCATION D M2 1,060.0000 821,500.00 783.000 829,980 (F) 063 IMPORTED BORROW M3 0.5000 2,125.00 3,452.000 1,726 064 HIGHWAY PLANTING LS 17,500.0000 17,500.00 0.740 12,950 065 EROSION CONTROL (TYPE D) M2 0.8500 38,250.00 1,200.000 1,020 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 2,250.00 0.000 0 067 PLANT ESTABLISHMENT WORK LS 22,000.0000 22,000.00 0.500 11,000 068 IRRIGATION SYSTEM LS 79,000.0000 79,000.00 0.600 47,400 069 NPS 1 1/4 SUPPLY LINE (BRIDGE) M 68.0000 25,160.00 0.000 0 070 NPS 1 1/2 SUPPLY LINE (BRIDGE) M 69.0000 25,530.00 0.000 0 071 WATER METER EA 14,500.0000 14,500.00 0.000 0 072 IRRIGATION SLEEVE 100 MM PLASTIC PIPE M 111.0000 3,108.00 28.000 3,108 (P R315) 073 IRRIGATION SLEEVE 150 MM PLASTIC PIPE M 111.0000 444.00 4.000 444 (S CH 40) 074 150 MM BITUMINOUS COATED STEEL PIPE M 350.0000 5,600.00 16.000 5,600 CONDUIT (1.63 MM THICK) 075 200 MM BITUMINOUS COATED STEEL PIPE M 477.0000 17,172.00 13.000 6,201 CONDUIT (1.63 MM THICK) 076 CLASS 2 AGGREGATE BASE M3 39.0000 670,800.00 8,065.200 314,542 PROGRAM CAS145 PAGE 4 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TONN 69.0000 807,300.00 4,563.550 314,884 078 DATA CORE LS 1,500.0000 1,500.00 0.000 0 079 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 800.00 672.000 6,720 080 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 2,800.00 47.400 474 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 160.00 0.000 0 082 PLACE HOT MIX ASPHALT M2 15.0000 4,800.00 130.400 1,956 (MISCELLANEOUS AREA) 083 TACK COAT TONN 900.0000 8,100.00 2.830 2,547 084 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 292,500.00 842.100 210,525 PILING 085 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,200.0000 726,000.00 217.600 478,720 PILING 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 444,000.0000 444,000.00 0.390 173,160 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 0.110 6,050 (TRANSVERSE) 088 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 60,000.00 131.500 26,300 (F) 089 STRUCTURAL CONCRETE, BRIDGE M3 480.0000 3,619,200.00 3,073.660 1,475,356 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 17,500.00 35.000 17,500 (F) 091 STRUCTURAL CONCRETE, BARRIER SLAB M3 320.0000 296,000.00 351.500 112,480 (F) 092 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 78,000.00 50.820 33,033 (F) (TYPE N) 093 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 54,000.00 40.050 40,050 (F) 094 MINOR CONCRETE (BACKFILL) M3 85.0000 6,120.00 63.300 5,380 095 ARCHITECTURAL TREATMENT(COBBLESTONE M2 88.0000 46,200.00 183.460 16,144 (F) TEXTURE) 096 FURNISH POLYESTER CONCRETE OVERLAY M3 4,500.0000 3,600.00 0.000 0 097 PLACE POLYESTER CONCRETE OVERLAY M2 1,000.0000 29,000.00 0.000 0 (F) 098 SOUND WALL (MASONRY BLOCK) M2 200.0000 46,000.00 0.000 0 (F) 099 PTFE BEARING EA 4,100.0000 65,600.00 6.000 24,600 100 PTFE SPHERICAL BEARING EA 7,800.0000 62,400.00 3.000 23,400 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 19.000 32,300 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,900.0000 72,500.00 10.000 29,000 103 BAR REINFORCING STEEL (BRIDGE) KG 1.2500 1,858,750.00 724,592.970 905,741 (F) PROGRAM CAS145 PAGE 5 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5200 8,064.00 3,200.000 8,064 (F) 105 FURNISH SINGLE SHEET ALUMINUM SIGN M2 124.0000 2,852.00 0.000 0 (1.6 MM-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN M2 161.0000 1,449.00 0.000 0 (2.0 MM-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN M2 173.0000 1,384.00 0.000 0 (1.6 MM-FRAMED) 108 1220 MM CAST-IN-DRILLED-HOLE M 450.0000 2,700.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 109 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,300.00 0.000 0 110 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 1.000 150 111 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 0.000 0 112 PREPARE AND STAIN CONCRETE M2 37.0000 170,940.00 0.000 0 113 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 7,520.00 24.100 3,856 114 600 MM ALTERNATIVE PIPE CULVERT M 155.0000 89,900.00 258.300 40,036 115 300 MM BITUMINOUS COATED DUCTILE IRON M 400.0000 8,400.00 21.000 8,400 PIPE 116 375 MM BITUMINOUS COATED DUCTILE IRON M 285.0000 26,220.00 146.800 41,838 PIPE 117 450 MM BITUMINOUS COATED DUCTILE IRON M 440.0000 9,240.00 20.500 9,020 PIPE 118 300 MM REINFORCED CONCRETE PIPE M 185.0000 4,995.00 30.400 5,624 (RUBBER GASKET JOINT) 119 375 MM REINFORCED CONCRETE PIPE M 185.0000 66,600.00 299.100 55,333 (RUBBER GASKET JOINT) 120 450 MM REINFORCED CONCRETE PIPE M 155.0000 27,900.00 177.400 27,497 (RUBBER GASKET JOINT) 121 600 MM REINFORCED CONCRETE PIPE M 210.0000 52,500.00 174.000 36,540 (RUBBER GASKET JOINT) 122 300 MM CORRUGATED STEEL PIPE M 55.0000 3,300.00 60.000 3,300 123 DRAINAGE INLET MARKER EA 75.0000 3,525.00 0.000 0 124 WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 5,760.00 0.000 0 125 300 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0 126 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0 127 600 MM ALTERNATIVE FLARED END SECTION EA 325.0000 2,275.00 0.000 0 128 MANHOLE (TYPE B) EA 2,300.0000 2,300.00 1.000 2,300 129 ROCK SLOPE PROTECTION M3 140.0000 6,160.00 1.190 166 (FACING, METHOD B) 130 ROCK SLOPE PROTECTION FABRIC M2 3.0000 201.00 5.580 16 PROGRAM CAS145 PAGE 6 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 312,000.00 582.380 232,952 CONSTRUCTION) 132 MISCELLANEOUS IRON AND STEEL KG 2.0000 11,154.00 4,302.000 8,604 (F) 133 MANHOLE FRAME AND COVER EA 275.0000 275.00 0.000 0 134 MISCELLANEOUS METAL KG 12.0000 37,200.00 1,550.000 18,600 (F) (RESTRAINER - PIPE TYPE) 135 MISCELLANEOUS METAL KG 11.0000 34,100.00 1,550.000 17,050 (F) (RESTRAINER - CABLE TYPE) 136 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 60,500.00 2,475.000 27,225 (F) 137 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 23,360.00 0.000 0 138 ORNAMENTAL FENCE M 110.0000 2,530.00 13.000 1,430 139 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 7,200.00 0.000 0 140 DELINEATOR (CLASS 1) EA 35.0000 2,100.00 0.000 0 141 OBJECT MARKER (TYPE L) EA 40.0000 1,080.00 0.000 0 142 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 280.0000 183,680.00 39.400 11,032.00 105.000 29,400 (F) 143 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 0.000 0 144 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0 145 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 321,420.00 0.000 0 (F) 146 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 26,730.00 179.950 5,938 147 THERMOPLASTIC TRAFFIC STRIPE M 1.6500 33,495.00 6,296.500 10,389 (SPRAYABLE) 148 PAINT TRAFFIC STRIPE (2-COAT) M 1.6500 4,257.00 7,154.000 11,804 149 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 5,610.00 116.230 3,835 150 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 9,495.00 1,012.000 4,554 151 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.750 1,125 SYSTEM ELEMENTS DURING CONSTRUCTION 152 SIGNAL AND LIGHTING (LOCATION 1) LS 139,000.0000 139,000.00 0.900 125,100 153 SIGNAL AND LIGHTING (LOCATION 2) LS 130,000.0000 130,000.00 0.250 32,500 154 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.400 44,000 155 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 1.000 35,000 156 MODIFY CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.400 6,800 157 LIGHTING (CITY) LS 197,000.0000 197,000.00 0.230 45,310 PROGRAM CAS145 PAGE 7 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 COMMUNICATION CONDUIT LS 54,000.0000 54,000.00 0.000 0 159 ELECTRIC SERVICE (IRRIGATION) LS 3,100.0000 3,100.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 05/07/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:42 PM ESTIMATE NO. 26 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 05/07/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 86,887.00 9,836,941.79 ADJUSTMENT OF COMPENSATION 0.00 67,521.75 EXTRA WORK 0.00 1,879,115.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 86,887.00 11,783,578.61 160 MOBILIZATION LS 1,832,000.0000 1,832,000.00 1.000 1,832,000 ORIGINAL CONTRACT AMOUNT 19,870,913.00 TOTAL WORK COMPLETED 86,887.00 13,615,578.61 MATERIALS ON HAND ON SITE 558,549.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 86,887.00 14,174,128.05 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 10/26/10 845 04/25/11 04/25/11 05/16/14 403 171 0 0 60% 48% PROGRESS IS SATISFACTORY BRENT HAROLDSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/07/13