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 03/21/12 EST. NO.24 TIME 01:10 PM 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 --------------------------------------------------------------------------- 029 0001 13,200.00 A.C. @ L.S.(+) 032012 N 001 0 032 0007 3,319.90 E.W. @ U.P (+) 032012 N 007 0 034 0003 110,019.74 A.C. @ L.S.(+) 021712 N CT34 0 126,539.64 TOTAL THIS ESTIMATE 3,263,787.22 TOTAL PREVIOUS ESTIMATE 3,390,326.86 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 03/21/12 EST. NO.24 TIME 01:10 PM 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 -50,000.00 -50,000.00 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 0.00 0.00 TOTAL DEDUCTIONS -50,000.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 14,900.0000 14,900.00 0.250 3,725.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,306.0000 1,014,640.00 12.000 27,672.00 341.000 786,346.00 004 TEMPORARY FENCE (TYPE ESA) LF 4.1000 30,996.00 4,326.000 17,736.60 005 CONSTRUCTION SITE MANAGEMENT LS 153,000.0000 153,000.00 0.018 2,754.00 0.491 75,123.00 006 PREPARE STORM WATER POLLUTION LS 1,250.0000 1,250.00 0.007 8.75 0.696 870.00 PREVENTION PLAN 007 TEMPORARY MULCH SQYD 13.2500 1,325.00 0.000 0.00 008 TEMPORARY FIBER ROLL LF 3.1000 3,100.00 512.500 1,588.75 009 TEMPORARY SILT FENCE LF 2.7000 1,620.00 963.000 2,600.10 010 TEMPORARY GRAVEL BAG BERM LF 15.7000 1,570.00 0.000 0.00 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,160.0000 4,320.00 2.000 4,320.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 3,275.0000 6,550.00 1.000 3,275.00 013 TEMPORARY COVER SQYD 5.1000 5,100.00 0.000 0.00 014 TEMPORARY CHECK DAM LF 3.1000 1,240.00 127.500 395.25 015 MOVE-IN/MOVE-OUT EA 260.0000 1,300.00 1.000 260.00 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 4,800.00 25.000 4,000.00 017 TEMPORARY HYDRAULIC MULCH SQYD 6.0000 900.00 187.500 1,125.00 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 114,000.0000 114,000.00 0.018 2,052.00 0.491 55,974.00 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 0.027 162.00 0.763 4,578.00 020 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.700 10,150.00 021 TRAFFIC CONTROL SYSTEM LS 784,000.0000 784,000.00 0.018 14,112.00 0.491 384,944.00 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 4,400.00 14,028.000 2,805.60 PROGRAM CAS145 PAGE 2 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 33.5000 4,355.00 93.500 3,132.25 024 TEMPORARY PAVEMENT MARKER EA 4.2000 672.00 85.000 357.00 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,800.0000 13,800.00 0.018 248.40 0.491 6,775.80 026 TEMPORARY RAILING (TYPE K) LF 16.7500 76,715.00 4,320.000 72,360.00 027 TEMPORARY CRASH CUSHION MODULE EA 156.0000 21,840.00 134.000 20,904.00 028 TEMPORARY CRASH CUSHION EA 4,185.0000 25,110.00 6.000 25,110.00 (ABSORB 350 9 ELEMENT SYSTEM) 029 REMOVE METAL BEAM GUARD RAILING LF 6.8000 47,600.00 1,328.000 9,030.40 030 REMOVE FLARED END SECTION EA 340.0000 340.00 1.000 340.00 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,620.00 9,017.000 2,344.42 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 6,552.00 0.000 0.00 033 REMOVE PAVEMENT MARKER EA 0.8400 12,516.00 8,304.000 6,975.36 034 REMOVE ROADSIDE SIGN EA 52.3000 1,935.10 14.000 732.20 035 REMOVE ROADSIDE SIGN PANEL EA 26.0000 52.00 0.000 0.00 036 REMOVE ASPHALT CONCRETE DIKE LF 0.9500 63,080.00 63,765.000 60,576.75 037 REMOVE CULVERT LF 51.5000 35,535.00 698.500 35,972.75 038 REMOVE INLET EA 645.0000 5,160.00 8.000 5,160.00 039 REMOVE HEADWALL EA 1,870.0000 13,090.00 6.000 11,220.00 040 REMOVE WINGWALL EA 3,700.0000 29,600.00 8.000 29,600.00 041 SALVAGE METAL BRIDGE RAILING LF 14.6500 12,086.25 907.000 13,287.55 042 RECONSTRUCT THRIE BEAM BARRIER LF 20.0000 16,000.00 812.400 16,248.00 043 RECONSTRUCT METAL BEAM GUARD RAILING LF 14.6500 199,240.00 737.500 10,804.38 5,576.650 81,697.92 044 RECONSTRUCT METAL BEAM GUARD RAILING LF 23.0000 1,702.00 231.250 5,318.75 (7' POST) 045 RELAY CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050.00 046 ADJUST INLET EA 1,350.0000 117,450.00 9.000 12,150.00 40.000 54,000.00 047 ADJUST UTILITY COVER TO GRADE EA 1,260.0000 15,120.00 10.000 12,600.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 247,500.00 39,311.800 176,903.10 049 REMOVE CONCRETE CY 282.0000 5,358.00 8.200 2,312.40 PROGRAM CAS145 PAGE 3 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CURB AND GUTTER) LF 32.5000 161,200.00 1,397.000 45,402.50 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 33,475.0000 33,475.00 1.000 33,475.00 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 52,300.0000 52,300.00 1.000 52,300.00 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 26,150.0000 26,150.00 1.000 26,150.00 054 CLEARING AND GRUBBING LS 102,125.0000 102,125.00 0.400 40,850.00 055 ROADWAY EXCAVATION CY 31.6000 91,640.00 4,484.600 141,713.36 056 ROADWAY EXCAVATION (TYPE Z-2) CY 98.5000 64,025.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 057 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400.00 058 STRUCTURE EXCAVATION (BRIDGE) CY 190.0000 80,750.00 320.000 60,800.00 (F) 059 STRUCTURE BACKFILL (BRIDGE) CY 260.0000 41,860.00 109.690 28,519.40 (F) 060 IMPORTED BORROW CY 21.0000 241,500.00 7,416.400 155,744.40 061 IMPORTED MATERIAL (SHOULDER BACKING) TON 13.7500 124,025.00 10,455.410 143,761.89 062 HIGHWAY PLANTING LS 82,000.0000 82,000.00 0.300 24,600.00 063 FIBER ROLLS LF 2.6500 2,703.00 1,006.500 2,667.23 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 210.0000 2,100.00 3.000 630.00 065 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 3,175.00 4,934.900 1,233.73 (SQFT) 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,350.0000 43,500.00 8.650 37,627.50 067 ROLLED EROSION CONTROL PRODUCT SQFT 1.0900 2,953.90 3,570.000 3,891.30 (NETTING) 068 PLANT (GROUP W) EA 5.2500 1,575.00 0.000 0.00 069 WILD FLOWER SEEDING (SQYD) SQYD 3.4500 6,210.00 0.000 0.00 070 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0.00 071 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 072 3" SUPPLY LINE (BRIDGE) LF 50.0000 24,200.00 157.000 7,850.00 (F) 073 WATER METER EA 525.0000 1,050.00 0.000 0.00 074 10" CORRUGATED HIGH DENSITY LF 71.0000 9,940.00 66.000 4,686.00 POLYETHYLENE PIPE CONDUIT 075 CLASS 2 AGGREGATE BASE CY 56.5000 196,620.00 2,972.200 167,929.30 076 AGGREGATE BASE (APPROACH SLAB) CY 44.5000 2,447.50 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 HOT MIX ASPHALT TON 61.0000 4,209,000.00 64,120.810 3,911,369.41 078 HOT MIX ASPHALT (LEVELING) TON 60.3500 1,840,675.00 30,126.400 1,818,128.24 079 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.1400 4,273,396.00 59,023.470 4,907,211.30 080 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 625.0000 206,250.00 290.470 181,543.75 PAVEMENT INTERLAYER) 081 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.5200 158,080.00 280,719.770 145,974.28 082 RUMBLE STRIP STA 16.6000 20,916.00 489.340 8,123.04 083 DATA CORE LS 33,890.0000 33,890.00 0.000 0.00 084 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 40,800.00 13,740.000 13,740.00 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,320.00 1,384.000 1,384.00 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 8,620.00 9,440.000 9,440.00 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 16,200.00 10,770.000 10,770.00 088 PLACE HOT MIX ASPHALT SQYD 22.0000 24,200.00 200.500 4,411.00 (MISCELLANEOUS AREA) 089 PLACE RUBBERIZED HOT MIX ASPHALT SQYD 16.7500 68,675.00 3,144.700 52,673.73 (MISCELLANEOUS AREA) 090 TACK COAT TON 710.0000 276,900.00 292.800 207,888.00 091 REPLACE CONCRETE PAVEMENT CY 386.0000 3,524,180.00 8,972.570 3,463,412.02 (RAPID STRENGTH CONCRETE) 092 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.9000 193,500.00 211,953.000 190,757.70 093 GRIND EXISTING CONCRETE SQYD 2.3500 19,928.00 9,480.700 22,279.65 22,051.000 51,819.85 PAVEMENT 094 FURNISH STEEL PILING (HP 10 X 42) LF 17.8000 4,272.00 0.000 0.00 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,150.0000 17,200.00 0.000 0.00 096 FURNISH STEEL PILING (HP 10 X 57) LF 26.2500 6,562.50 0.000 0.00 097 DRIVE STEEL PILE (HP 10 X 57) EA 2,150.0000 38,700.00 0.000 0.00 098 FURNISH PILING (CLASS 90) LF 33.5000 25,962.50 851.300 28,518.55 (ALTERNATIVE W) 099 DRIVE PILE (CLASS 90) EA 2,150.0000 51,600.00 24.000 51,600.00 (ALTERNATIVE W) 100 FURNISH PILING (CLASS 140) LF 47.0000 15,275.00 375.500 17,648.50 (ALTERNATIVE W) 101 DRIVE PILE (CLASS 140) EA 2,150.0000 34,400.00 16.000 34,400.00 (ALTERNATIVE W) 102 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 950.0000 76,000.00 49.000 46,550.00 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 1,350.0000 567,000.00 254.810 343,993.50 (F) PROGRAM CAS145 PAGE 5 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 111,760.00 79.410 69,880.80 (F) (TYPE N) 105 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 378,400.00 403.830 323,064.00 (TYPE R) 106 STRUCTURAL CONCRETE, BOX CULVERT CY 2,000.0000 132,000.00 66.000 132,000.00 (F) 107 STRUCTURAL CONCRETE, WINGWALL CY 625.0000 53,750.00 86.000 53,750.00 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 52,800.00 35.900 57,440.00 (F) 109 MINOR CONCRETE (BACKFILL) CY 245.0000 13,230.00 64.100 15,704.50 110 PAVING NOTCH EXTENSION CF 82.0000 26,814.00 291.120 23,871.84 111 ARCHITECTURAL TEXTURE SQFT 8.0000 27,200.00 3,400.000 27,200.00 (F) (USED BRICK TEXTURE) 112 ARCHITECTURAL TEXTURE SQFT 19.5000 16,672.50 855.000 16,672.50 (F) (NATURAL LIMESTONE TEXTURE) 113 ANTI-GRAFFITI COATING SQFT 1.1500 5,865.00 4,955.200 5,698.48 4,955.200 5,698.48 (F) 114 INSTALL COMMUNITY IDENTIFIER EA 1,800.0000 3,600.00 2.000 3,600.00 115 DRILL AND BOND DOWEL LF 21.0000 37,485.00 1,713.000 35,973.00 116 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.5000 1,890.00 75.000 7,087.50 117 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,750.0000 46,000.00 0.000 0.00 GIRDER (40'-50') 118 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000.00 GIRDER (60'-70') 119 ERECT PRECAST PRESTRESSED CONCRETE EA 1,550.0000 15,500.00 2.000 3,100.00 GIRDER 120 REFINISH BRIDGE DECK SQFT 14.7500 13,791.25 583.880 8,612.23 121 JOINT SEAL (MR 1/2") LF 41.5000 12,948.00 305.000 12,657.50 305.000 12,657.50 122 JOINT SEAL (MR 1") LF 47.0000 17,249.00 312.000 14,664.00 312.000 14,664.00 123 BAR REINFORCING STEEL LB 1.0000 17,600.00 17,569.000 17,569.00 (F) 124 BAR REINFORCING STEEL (BRIDGE) LB 1.1400 123,154.20 65,440.470 74,602.14 (F) 125 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 14.0000 20,020.00 565.500 7,917.00 126 FURNISH LAMINATED PANEL SIGN SQFT 15.5000 16,430.00 521.130 8,077.52 (2 1/2"-TYPE B) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.1000 1,134.00 20.420 165.40 (0.063"-UNFRAMED) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7500 2,275.00 71.250 623.44 (0.080"-FRAMED) 129 ROADSIDE SIGN - ONE POST EA 185.0000 3,145.00 4.000 740.00 130 ROADSIDE SIGN - TWO POST EA 420.0000 2,100.00 1.000 420.00 PROGRAM CAS145 PAGE 6 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL ROADSIDE SIGN PANEL ON EA 105.0000 210.00 0.000 0.00 EXISTING POST 132 INSTALL ROADSIDE SIGN EA 850.0000 17,850.00 13.000 11,050.00 (LAMINATED WOOD BOX POST) 133 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 14,000.0000 14,000.00 1.000 14,000.00 134 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 75,500.0000 75,500.00 1.000 75,500.00 135 SPOT BLAST CLEAN SQFT 100.0000 2,000.00 0.000 0.00 136 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 49,500.00 140.000 21,000.00 137 WORK AREA MONITORING LS 2,000.0000 2,000.00 1.000 2,000.00 138 PREPARE AND PAINT CONCRETE SQFT 6.2500 46,250.00 11,190.750 69,942.19 11,190.750 69,942.19 139 18" REINFORCED CONCRETE PIPE LF 120.0000 44,400.00 378.500 45,420.00 140 24" REINFORCED CONCRETE PIPE LF 155.0000 122,450.00 760.000 117,800.00 141 30" REINFORCED CONCRETE PIPE LF 290.0000 26,970.00 102.500 29,725.00 142 8" CORRUGATED STEEL PIPE (.079" THICK) LF 225.0000 9,450.00 20.000 4,500.00 143 12" CORRUGATED STEEL PIPE (.079" THICK) LF 66.0000 52,140.00 520.000 34,320.00 144 18" CORRUGATED STEEL PIPE (.064" THICK) LF 115.0000 8,050.00 70.000 8,050.00 145 36" CORRUGATED STEEL PIPE (.138" THICK) LF 550.0000 4,950.00 3.500 1,925.00 146 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 28.0000 308.00 11.000 308.00 147 2 1/2" PLASTIC PIPE LF 26.0000 286.00 11.000 286.00 148 8" ENTRANCE TAPER EA 720.0000 720.00 1.000 720.00 149 12" ENTRANCE TAPER EA 760.0000 23,560.00 20.000 15,200.00 150 12" ANCHOR ASSEMBLY EA 420.0000 15,540.00 43.000 18,060.00 151 18" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 3.000 3,000.00 152 24" CONCRETE FLARED END SECTION EA 1,050.0000 5,250.00 4.000 4,200.00 153 30" CONCRETE FLARED END SECTION EA 735.0000 735.00 1.000 735.00 154 ROCK SLOPE PROTECTION (1/2T, METHOD A) CY 33.5000 7,705.00 233.000 7,805.50 155 ROCK SLOPE PROTECTION CY 64.0000 21,760.00 347.180 22,219.52 (FACING, METHOD B) 156 ROCK SLOPE PROTECTION CY 128.0000 10,496.00 80.700 10,329.60 (BACKING NO. 2, METHOD B) 157 ROCK SLOPE PROTECTION CY 103.5000 3,622.50 35.900 3,715.65 (BACKING NO. 3, METHOD B) PROGRAM CAS145 PAGE 7 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (CHANNEL LINING) CY 660.0000 13,860.00 19.400 12,804.00 159 ROCK SLOPE PROTECTION FABRIC SQYD 3.3000 3,993.00 1,190.100 3,927.33 160 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 8,400.00 0.000 0.00 CONSTRUCTION) 161 MINOR CONCRETE (CURB AND GUTTER) CY 675.0000 209,250.00 0.000 0.00 162 SIDEWALK (DECORATIVE) LF 86.0000 38,700.00 45.000 3,870.00 163 MINOR CONCRETE (TEXTURED PAVING) SQFT 14.0000 103,320.00 0.000 0.00 164 MISCELLANEOUS IRON AND STEEL LB 1.3000 7,501.00 897.000 1,166.10 4,790.000 6,227.00 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 75.3100 11,597.74 0.000 0.00 166 4' CHAIN LINK GATE (TYPE CL-6) EA 1,465.0000 1,465.00 1.000 1,465.00 167 DELINEATOR (CLASS 1) EA 29.3000 8,790.00 0.000 0.00 168 GUARD RAILING DELINEATOR EA 15.7000 4,396.00 0.000 0.00 169 OBJECT MARKER EA 36.6000 4,758.00 6.000 219.60 170 METAL BEAM GUARD RAILING (STEEL POST) LF 17.7800 359,156.00 231.250 4,111.63 14,328.500 254,760.73 171 METAL BEAM GUARD RAILING (7' POST) LF 18.8300 84,358.40 6,112.950 115,106.85 172 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 24.0000 134,880.00 0.000 0.00 173 CABLE RAILING LF 21.0000 4,830.00 227.000 4,767.00 174 TRANSITION RAILING (TYPE STB) EA 3,355.0000 16,775.00 5.000 16,775.00 175 TRANSITION RAILING (TYPE WB) EA 2,825.0000 90,400.00 14.000 39,550.00 176 TERMINAL SYSTEM (TYPE CAT) EA 5,360.0000 10,720.00 1.000 5,360.00 177 END ANCHOR ASSEMBLY (TYPE SFT) EA 627.0000 43,890.00 4.000 2,508.00 44.000 27,588.00 178 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,720.0000 19,040.00 8.000 21,760.00 179 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,987.0000 107,298.00 2.000 3,974.00 30.000 59,610.00 180 CONCRETE BARRIER (TYPE 60) LF 165.0000 57,750.00 337.000 55,605.00 181 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 202.2500 213,576.00 867.650 175,482.21 (F) 182 CONCRETE BARRIER (TYPE 732R MODIFIED) LF 232.0000 42,456.00 252.290 58,531.28 (F) 183 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4500 7,644.00 0.000 0.00 184 THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 59,360.00 190,870.000 30,539.20 (SPRAYABLE) PROGRAM CAS145 PAGE 8 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4600 13,081.60 9,024.000 13,175.04 186 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 14,456.00 4,900.000 12,740.00 187 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,045.0000 1,045.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 188 HIGHWAY LIGHTING LS 148,530.0000 148,530.00 0.000 0.00 189 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 26.5500 12,850.20 0.000 0.00 (F) 190 ELECTRIC SERVICE (IRRIGATION) LS 7,635.0000 7,635.00 0.000 0.00 191 MICROWAVE VEHICLE DETECTION SYSTEM LS 171,335.0000 171,335.00 0.050 8,566.75 192 WIRELESS VEHICLE DETECTION SYSTEM LS 49,475.0000 49,475.00 0.050 2,473.75 193 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,615.0000 68,615.00 0.050 3,430.75 194 MODIFY LIGHTING LS 283,465.0000 283,465.00 0.100 28,346.50 195 LIGHTING (CITY) LS 57,845.0000 57,845.00 0.500 28,922.50 PROGRAM CAS145 PAGE 9 DATE 03/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 01:10 PM ESTIMATE NO. 24 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 03/20/12 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 03/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 206,965.08 20,968,919.23 ADJUSTMENT OF COMPENSATION 123,219.74 949,123.73 EXTRA WORK 3,319.90 2,441,203.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 333,504.72 24,359,246.09 196 MOBILIZATION LS 640,000.0000 640,000.00 1.000 640,000.00 ORIGINAL CONTRACT AMOUNT 25,318,028.14 TOTAL WORK COMPLETED 333,504.72 24,999,246.09 MATERIALS ON HAND ON SITE 195,118.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -50,000.00 -50,000.00 TOTAL 283,504.72 25,144,364.37 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 07/30/12 341 144 7 0 74% 76% PROGRESS IS SATISFACTORY SILVA, RICK RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/12