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 01/23/13 EST. NO.34 TIME 10:01 AM R.E. NAME: SILVA, RICK 05-0G0304 --------------------------------------------------------------------------- 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 0110 539.78 E.W. @ F.A.(+) 103112 N 1033.0 0111 194.31 112612 N 1038.0 0112 124.89 112612 N 1039.0 0113 538.38 101712 N 1047.0 0114 71.37 110612 N 1048.0 0115 394.82 101612 N 1067.0 0116 348.47 110812 N 1069.0 0117 627.10 102912 N 1031.0 009 0044 11,517.23 E.W. @ F.A.(+) 050511 N CBD671 0046 12,852.49 050611 N CBD681 014 0063 8,684.38 E.W. @ F.A.(+) 021012 N 0644.0 023 0012 665.51 E.W. @ F.A.(+) 120612 N 1065.0 027 0058 3,431.43 E.W. @ F.A.(+) 101212 Y 058 0 0065 671.57 101712 Y 065 0 0068 50.60 081212 Y 068 0 032 0018 4,384.20 E.W. @ U.P (+) 011513 N EST340 036 0018 31,763.33 E.W. @ L.S.(+) 011813 N CT34 0 0019 365,849.57 E.W. @ U.P (+) 011813 N CT34B0 039 0024 5,425.01 E.W. @ F.A.(+) 052412 N 0741.0 0025 3,774.68 052512 N 0742.0 0027 6,843.92 050312 N 0716.0 040 0023 2,677.36 E.W. @ F.A.(+) 052912 N 0745.0 0030 1,646.75 050312 N 0704.0 041 0008 4,560.93 E.W. @ F.A.(+) 062012 N 0779.0 045 0005 9,274.29 E.W. @ F.A.(+) 070212 N 0808.0 047 0016 1,296.02 E.W. @ F.A.(+) 081612 Y 016 0 0044 228.53 092112 Y 044 0 0057 522.29 101212 Y 057 0 0058 1,076.90 080712 N 0878.0 0059 1,029.38 080812 N 0879.0 0060 923.65 080912 N 0880.0 048 0002 583.25 E.W. @ F.A.(+) 082712 Y 002 0 0004 888.25 081712 Y 0953.0 049 0005 236.16 E.W. @ F.A.(+) 092412 Y 005 0 0006 261.75 092712 Y 006 0 0007 174.50 092812 Y 007 0 050 0007 628.72 E.W. @ F.A.(+) 101712 N 1071.0 0008 511.04 121412 N 1066.0 051 0001 18,698.90 E.W. @ L.S.(+) 011813 N CT34 0 503,971.71 TOTAL THIS ESTIMATE 5,813,945.25 TOTAL PREVIOUS ESTIMATE 6,317,916.96 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 01/23/13 EST. NO.34 TIME 10:01 AM R.E. NAME: SILVA, RICK 05-0G0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-RECEIPT OF CMP -50,000.00 14 RELEASE CMP 50,000.00 19 NON-RECEPTION OF CPM -50,000.00 24 CRITICAL PATH METHOD 50,000.00 28 MISS SWPPP REPORTS -165,113.25 32 RECD SWPPP REPORT 165,113.25 33 RSC#91 ITEM$386X1.24 -478.64 33 0.00 -478.64 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 07 MISS PAYROLLS -10,000.00 08 MISS PAYROLLS -1,500.00 09 RECD PYRLS #7,8,& 9 12,500.00 10 MISS PAYROLLS -1,500.00 20 RECD PAYROLLS EST 20 1,500.00 22 MISS PAYROLLS -1,500.00 25 RECD PAYROLLS#25 1,500.00 26 MISS PAYROLLS -1,500.00 32 RECD PAYROLLS #32 1,500.00 33 0.00 0.00 TOTAL DEDUCTIONS 0.00 -478.64 PROGRAM CAS145 PAGE 1 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 LOCATION PROGRESS ESTIMATE 05-SLO-101-35.7/46.3 ----------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND INC NEAR ATASCADERO FROM CUESTA GRADE P O BOX 2210 OVERHEAD TO 0.2 MI SOUTH OF 101/41 PISMO BEACH CA 93448 SEPARATION FED. AID NO. SARR-Q101(159)N ,A-Q101(159)N HIGHWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 14,900.0000 14,900.00 0.250 3,725 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 4.000 1,000 003 TIME-RELATED OVERHEAD WDAY 2,306.0000 1,014,640.00 -36.000 -83,016.00 448.000 1,033,088 004 TEMPORARY FENCE (TYPE ESA) LF 4.1000 30,996.00 4,476.000 18,351 005 CONSTRUCTION SITE MANAGEMENT LS 153,000.0000 153,000.00 0.013 1,989.00 0.709 108,477 006 PREPARE STORM WATER POLLUTION LS 1,250.0000 1,250.00 0.005 6.25 0.784 980 PREVENTION PLAN 007 TEMPORARY MULCH SQYD 13.2500 1,325.00 0.000 0 008 TEMPORARY FIBER ROLL LF 3.1000 3,100.00 2,675.000 8,292 009 TEMPORARY SILT FENCE LF 2.7000 1,620.00 1,058.000 2,856 010 TEMPORARY GRAVEL BAG BERM LF 15.7000 1,570.00 189.000 2,967 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,160.0000 4,320.00 2.000 4,320 012 TEMPORARY CONSTRUCTION ENTRANCE EA 3,275.0000 6,550.00 1.000 3,275 013 TEMPORARY COVER SQYD 5.1000 5,100.00 0.000 0 014 TEMPORARY CHECK DAM LF 3.1000 1,240.00 75.000 232.50 227.500 705 015 MOVE-IN/MOVE-OUT EA 260.0000 1,300.00 3.000 780 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 4,800.00 32.000 5,120 017 TEMPORARY HYDRAULIC MULCH SQYD 6.0000 900.00 1,409.700 8,458 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 114,000.0000 114,000.00 0.013 1,482.00 0.709 80,826 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 1.000 6,000 020 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.700 10,150 021 TRAFFIC CONTROL SYSTEM LS 784,000.0000 784,000.00 0.013 10,192.00 0.709 555,856 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 4,400.00 14,028.000 2,805 PROGRAM CAS145 PAGE 2 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 33.5000 4,355.00 93.500 3,132 024 TEMPORARY PAVEMENT MARKER EA 4.2000 672.00 85.000 357 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,800.0000 13,800.00 0.013 179.40 0.709 9,784 026 TEMPORARY RAILING (TYPE K) LF 16.7500 76,715.00 500.000 8,375.00 5,560.000 93,130 027 TEMPORARY CRASH CUSHION MODULE EA 156.0000 21,840.00 134.000 20,904 028 TEMPORARY CRASH CUSHION EA 4,185.0000 25,110.00 6.000 25,110 (ABSORB 350 9 ELEMENT SYSTEM) 029 REMOVE METAL BEAM GUARD RAILING LF 6.8000 47,600.00 1,365.500 9,285 030 REMOVE FLARED END SECTION EA 340.0000 340.00 1.000 340 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,620.00 9,017.000 2,344 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 6,552.00 0.000 0 033 REMOVE PAVEMENT MARKER EA 0.8400 12,516.00 8,304.000 6,975 034 REMOVE ROADSIDE SIGN EA 52.3000 1,935.10 37.000 1,935 035 REMOVE ROADSIDE SIGN PANEL EA 26.0000 52.00 2.000 52 036 REMOVE ASPHALT CONCRETE DIKE LF 0.9500 63,080.00 72,547.000 68,919 037 REMOVE CULVERT LF 51.5000 35,535.00 698.500 35,972 038 REMOVE INLET EA 645.0000 5,160.00 8.000 5,160 039 REMOVE HEADWALL EA 1,870.0000 13,090.00 6.000 11,220 040 REMOVE WINGWALL EA 3,700.0000 29,600.00 8.000 29,600 041 SALVAGE METAL BRIDGE RAILING LF 14.6500 12,086.25 907.000 13,287 042 RECONSTRUCT THRIE BEAM BARRIER LF 20.0000 16,000.00 812.400 16,248 043 RECONSTRUCT METAL BEAM GUARD RAILING LF 14.6500 199,240.00 7,670.400 112,371 044 RECONSTRUCT METAL BEAM GUARD RAILING LF 23.0000 1,702.00 1,418.750 32,631 (7' POST) 045 RELAY CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050 046 ADJUST INLET EA 1,350.0000 117,450.00 2.000 2,700.00 54.000 72,900 047 ADJUST UTILITY COVER TO GRADE EA 1,260.0000 15,120.00 10.000 12,600 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 247,500.00 39,311.800 176,903 049 REMOVE CONCRETE CY 282.0000 5,358.00 8.200 2,312 PROGRAM CAS145 PAGE 3 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CURB AND GUTTER) LF 32.5000 161,200.00 21.500 698.75 3,261.750 106,006 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 33,475.0000 33,475.00 1.000 33,475 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 52,300.0000 52,300.00 1.000 52,300 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 26,150.0000 26,150.00 1.000 26,150 054 CLEARING AND GRUBBING LS 102,125.0000 102,125.00 1.000 102,125 055 ROADWAY EXCAVATION CY 31.6000 91,640.00 4,484.600 141,713 056 ROADWAY EXCAVATION (TYPE Z-2) CY 98.5000 64,025.00 0.000 0 (AERIALLY DEPOSITED LEAD) 057 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400 058 STRUCTURE EXCAVATION (BRIDGE) CY 190.0000 80,750.00 425.000 80,750 (F) 059 STRUCTURE BACKFILL (BRIDGE) CY 260.0000 41,860.00 161.000 41,860 (F) 060 IMPORTED BORROW CY 21.0000 241,500.00 7,416.400 155,744 061 IMPORTED MATERIAL (SHOULDER BACKING) TON 13.7500 124,025.00 10,455.410 143,761 062 HIGHWAY PLANTING LS 82,000.0000 82,000.00 0.300 24,600 063 FIBER ROLLS LF 2.6500 2,703.00 1,006.500 2,667 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 210.0000 2,100.00 1.000 210.00 4.000 840 065 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 3,175.00 4,934.900 1,233 (SQFT) 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,350.0000 43,500.00 0.180 783.00 9.350 40,672 067 ROLLED EROSION CONTROL PRODUCT SQFT 1.0900 2,953.90 3,570.000 3,891 (NETTING) 068 PLANT (GROUP W) EA 5.2500 1,575.00 0.000 0 069 WILD FLOWER SEEDING (SQYD) SQYD 3.4500 6,210.00 0.000 0 070 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0 071 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.122 12,200.00 0.172 17,200 072 3" SUPPLY LINE (BRIDGE) LF 50.0000 24,200.00 411.400 20,570 (F) 073 WATER METER EA 525.0000 1,050.00 0.000 0 074 10" CORRUGATED HIGH DENSITY LF 71.0000 9,940.00 104.000 7,384 POLYETHYLENE PIPE CONDUIT 075 CLASS 2 AGGREGATE BASE CY 56.5000 196,620.00 2,972.200 167,929 076 AGGREGATE BASE (APPROACH SLAB) CY 44.5000 2,447.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TON 61.0000 4,209,000.00 64,988.720 3,964,311 078 HOT MIX ASPHALT (LEVELING) TON 60.3500 1,840,675.00 30,126.400 1,818,128 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.1400 4,273,396.00 59,023.470 4,907,211 080 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 625.0000 206,250.00 290.470 181,543 PAVEMENT INTERLAYER) 081 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.5200 158,080.00 280,719.770 145,974 082 RUMBLE STRIP STA 16.6000 20,916.00 1,221.710 20,280 083 DATA CORE LS 33,890.0000 33,890.00 1.000 33,890 084 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 40,800.00 32,795.000 32,795 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,320.00 3,270.000 3,270 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 8,620.00 20,742.000 20,742 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 16,200.00 20,503.000 20,503 088 PLACE HOT MIX ASPHALT SQYD 22.0000 24,200.00 4.500 99.00 399.500 8,789 (MISCELLANEOUS AREA) 089 PLACE RUBBERIZED HOT MIX ASPHALT SQYD 16.7500 68,675.00 3,144.700 52,673 (MISCELLANEOUS AREA) 090 TACK COAT TON 710.0000 276,900.00 4.020 2,854.20 309.790 219,950 091 REPLACE CONCRETE PAVEMENT CY 386.0000 3,524,180.00 8,972.570 3,463,412 (RAPID STRENGTH CONCRETE) 092 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.9000 193,500.00 211,953.000 190,757 093 GRIND EXISTING CONCRETE SQYD 2.3500 19,928.00 22,051.000 51,819 PAVEMENT 094 FURNISH STEEL PILING (HP 10 X 42) LF 17.8000 4,272.00 259.400 4,617 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,150.0000 17,200.00 8.000 17,200 096 FURNISH STEEL PILING (HP 10 X 57) LF 26.2500 6,562.50 295.800 7,764 097 DRIVE STEEL PILE (HP 10 X 57) EA 2,150.0000 38,700.00 12.000 25,800 098 FURNISH PILING (CLASS 90) LF 33.5000 25,962.50 851.300 28,518 (ALTERNATIVE W) 099 DRIVE PILE (CLASS 90) EA 2,150.0000 51,600.00 24.000 51,600 (ALTERNATIVE W) 100 FURNISH PILING (CLASS 140) LF 47.0000 15,275.00 375.500 17,648 (ALTERNATIVE W) 101 DRIVE PILE (CLASS 140) EA 2,150.0000 34,400.00 16.000 34,400 (ALTERNATIVE W) 102 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 950.0000 76,000.00 80.000 76,000 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 1,350.0000 567,000.00 422.298 570,102 (F) PROGRAM CAS145 PAGE 5 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 111,760.00 127.000 111,760 (F) (TYPE N) 105 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 378,400.00 469.480 375,584 (TYPE R) 106 STRUCTURAL CONCRETE, BOX CULVERT CY 2,000.0000 132,000.00 66.000 132,000 (F) 107 STRUCTURAL CONCRETE, WINGWALL CY 625.0000 53,750.00 86.000 53,750 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 52,800.00 35.900 57,440 (F) 109 MINOR CONCRETE (BACKFILL) CY 245.0000 13,230.00 64.100 15,704 110 PAVING NOTCH EXTENSION CF 82.0000 26,814.00 291.120 23,871 111 ARCHITECTURAL TEXTURE SQFT 8.0000 27,200.00 3,400.000 27,200 (F) (USED BRICK TEXTURE) 112 ARCHITECTURAL TEXTURE SQFT 19.5000 16,672.50 855.000 16,672 (F) (NATURAL LIMESTONE TEXTURE) 113 ANTI-GRAFFITI COATING SQFT 1.1500 5,865.00 4,955.200 5,698 (F) 114 INSTALL COMMUNITY IDENTIFIER EA 1,800.0000 3,600.00 2.000 3,600 115 DRILL AND BOND DOWEL LF 21.0000 37,485.00 1,838.500 38,608 116 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.5000 1,890.00 75.000 7,087 117 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,750.0000 46,000.00 8.000 46,000 GIRDER (40'-50') 118 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000 GIRDER (60'-70') 119 ERECT PRECAST PRESTRESSED CONCRETE EA 1,550.0000 15,500.00 10.000 15,500 GIRDER 120 REFINISH BRIDGE DECK SQFT 14.7500 13,791.25 583.880 8,612 121 JOINT SEAL (MR 1/2") LF 41.5000 12,948.00 305.000 12,657 122 JOINT SEAL (MR 1") LF 47.0000 17,249.00 404.000 18,988 123 BAR REINFORCING STEEL LB 1.0000 17,600.00 17,569.000 17,569 (F) 124 BAR REINFORCING STEEL (BRIDGE) LB 1.1400 123,154.20 107,737.800 122,821 (F) 125 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 14.0000 20,020.00 1,428.000 19,992 126 FURNISH LAMINATED PANEL SIGN SQFT 15.5000 16,430.00 1,061.630 16,455 (2 1/2"-TYPE B) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.1000 1,134.00 138.170 1,119 (0.063"-UNFRAMED) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7500 2,275.00 253.500 2,218 (0.080"-FRAMED) 129 ROADSIDE SIGN - ONE POST EA 185.0000 3,145.00 17.000 3,145 130 ROADSIDE SIGN - TWO POST EA 420.0000 2,100.00 5.000 2,100 PROGRAM CAS145 PAGE 6 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL ROADSIDE SIGN PANEL ON EA 105.0000 210.00 2.000 210 EXISTING POST 132 INSTALL ROADSIDE SIGN EA 850.0000 17,850.00 21.000 17,850 (LAMINATED WOOD BOX POST) 133 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 14,000.0000 14,000.00 1.000 14,000 134 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 75,500.0000 75,500.00 1.000 75,500 135 SPOT BLAST CLEAN SQFT 100.0000 2,000.00 18.700 1,870 136 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 49,500.00 140.000 21,000 137 WORK AREA MONITORING LS 2,000.0000 2,000.00 1.000 2,000 138 PREPARE AND PAINT CONCRETE SQFT 6.2500 46,250.00 11,190.750 69,942 139 18" REINFORCED CONCRETE PIPE LF 120.0000 44,400.00 378.500 45,420 140 24" REINFORCED CONCRETE PIPE LF 155.0000 122,450.00 760.000 117,800 141 30" REINFORCED CONCRETE PIPE LF 290.0000 26,970.00 102.500 29,725 142 8" CORRUGATED STEEL PIPE (.079" THICK) LF 225.0000 9,450.00 20.000 4,500 143 12" CORRUGATED STEEL PIPE (.079" THICK) LF 66.0000 52,140.00 591.000 39,006 144 18" CORRUGATED STEEL PIPE (.064" THICK) LF 115.0000 8,050.00 70.000 8,050 145 36" CORRUGATED STEEL PIPE (.138" THICK) LF 550.0000 4,950.00 3.500 1,925 146 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 28.0000 308.00 11.000 308 147 2 1/2" PLASTIC PIPE LF 26.0000 286.00 11.000 286 148 8" ENTRANCE TAPER EA 720.0000 720.00 1.000 720 149 12" ENTRANCE TAPER EA 760.0000 23,560.00 23.000 17,480 150 12" ANCHOR ASSEMBLY EA 420.0000 15,540.00 47.000 19,740 151 18" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 3.000 3,000 152 24" CONCRETE FLARED END SECTION EA 1,050.0000 5,250.00 4.000 4,200 153 30" CONCRETE FLARED END SECTION EA 735.0000 735.00 1.000 735 154 ROCK SLOPE PROTECTION (1/2T, METHOD A) CY 33.5000 7,705.00 233.000 7,805 155 ROCK SLOPE PROTECTION CY 64.0000 21,760.00 347.180 22,219 (FACING, METHOD B) 156 ROCK SLOPE PROTECTION CY 128.0000 10,496.00 80.700 10,329 (BACKING NO. 2, METHOD B) 157 ROCK SLOPE PROTECTION CY 103.5000 3,622.50 35.900 3,715 (BACKING NO. 3, METHOD B) PROGRAM CAS145 PAGE 7 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (CHANNEL LINING) CY 660.0000 13,860.00 19.400 12,804 159 ROCK SLOPE PROTECTION FABRIC SQYD 3.3000 3,993.00 1,190.100 3,927 160 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 8,400.00 0.000 0 CONSTRUCTION) 161 MINOR CONCRETE (CURB AND GUTTER) CY 675.0000 209,250.00 1.330 897.75 9.480 6,399 162 SIDEWALK (DECORATIVE) LF 86.0000 38,700.00 405.000 34,830 163 MINOR CONCRETE (TEXTURED PAVING) SQFT 14.0000 103,320.00 1,355.000 18,970.00 1,355.000 18,970 164 MISCELLANEOUS IRON AND STEEL LB 1.3000 7,501.00 4,790.000 6,227 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 75.3100 11,597.74 130.600 9,835 166 4' CHAIN LINK GATE (TYPE CL-6) EA 1,465.0000 1,465.00 1.000 1,465 167 DELINEATOR (CLASS 1) EA 29.3000 8,790.00 98.000 2,871 168 GUARD RAILING DELINEATOR EA 15.7000 4,396.00 239.000 3,752 169 OBJECT MARKER EA 36.6000 4,758.00 104.000 3,806 170 METAL BEAM GUARD RAILING (STEEL POST) LF 17.7800 359,156.00 15,263.000 271,376 171 METAL BEAM GUARD RAILING (7' POST) LF 18.8300 84,358.40 7,200.450 135,584 172 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 24.0000 134,880.00 0.000 0 173 CABLE RAILING LF 21.0000 4,830.00 227.000 4,767 174 TRANSITION RAILING (TYPE STB) EA 3,355.0000 16,775.00 5.000 16,775 175 TRANSITION RAILING (TYPE WB) EA 2,825.0000 90,400.00 14.000 39,550 176 TERMINAL SYSTEM (TYPE CAT) EA 5,360.0000 10,720.00 1.000 5,360 177 END ANCHOR ASSEMBLY (TYPE SFT) EA 627.0000 43,890.00 52.000 32,604 178 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,720.0000 19,040.00 12.000 32,640 179 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,987.0000 107,298.00 32.000 63,584 180 CONCRETE BARRIER (TYPE 60) LF 165.0000 57,750.00 337.000 55,605 181 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 202.2500 213,576.00 1,078.400 218,106 (F) 182 CONCRETE BARRIER (TYPE 732R MODIFIED) LF 232.0000 42,456.00 252.290 58,531 (F) 183 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4500 7,644.00 1,716.550 4,205 184 THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 59,360.00 327,722.000 52,435 (SPRAYABLE) PROGRAM CAS145 PAGE 8 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4600 13,081.60 9,634.000 14,065 186 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 14,456.00 5,776.000 15,017 187 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,045.0000 1,045.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 188 HIGHWAY LIGHTING LS 148,530.0000 148,530.00 0.000 0 189 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 26.5500 12,850.20 484.000 12,850 (F) 190 ELECTRIC SERVICE (IRRIGATION) LS 7,635.0000 7,635.00 0.000 0 191 MICROWAVE VEHICLE DETECTION SYSTEM LS 171,335.0000 171,335.00 0.100 17,133 192 WIRELESS VEHICLE DETECTION SYSTEM LS 49,475.0000 49,475.00 0.100 4,947 193 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,615.0000 68,615.00 0.100 6,861 194 MODIFY LIGHTING LS 283,465.0000 283,465.00 0.050 14,173.25 0.850 240,945 195 LIGHTING (CITY) LS 57,845.0000 57,845.00 0.500 28,922 PROGRAM CAS145 PAGE 9 DATE 01/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 10:01 AM ESTIMATE NO. 34 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 01/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -6,973.90 22,929,787.08 ADJUSTMENT OF COMPENSATION 0.00 1,019,998.27 EXTRA WORK 503,971.71 5,297,918.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 496,997.81 29,247,704.04 196 MOBILIZATION LS 640,000.0000 640,000.00 1.000 640,000 ORIGINAL CONTRACT AMOUNT 25,318,028.14 TOTAL WORK COMPLETED 496,997.81 29,887,704.04 MATERIALS ON HAND ON SITE 162,358.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -478.64 TOTAL 496,997.81 30,049,584.32 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 01/19/10 690 03/22/10 03/22/10 11/14/13 488 215 8 0 86% 100% PROGRESS IS SATISFACTORY SILVA, RICK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/13