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 01/06/12 EST. NO.23 TIME 01:33 PM R.E. NAME: GONZALEZ ALFONSO 04-290834 --------------------------------------------------------------------------- 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 0115 4,837.71 E.W. @ F.A.(+) 091711 N 0420.0 4,837.71 TOTAL THIS ESTIMATE 3,198,947.69 TOTAL PREVIOUS ESTIMATE 3,203,785.40 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 01/06/12 EST. NO.23 TIME 01:33 PM R.E. NAME: GONZALEZ ALFONSO 04-290834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OPENING LATE CLOSURE -65,000.00 07 OPENING LATE CLOUSER 65,000.00 16 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS 10,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 LOCATION FINAL ESTIMATE 04-ALA-580-13.2/19.1 -------------- GHILOTTI CONSTRUCTION COMPANY IN ALAMEDA COUNTY IN LIVERMORE, 246 GHILOTTI AVENUE DUBLIN AND PLEASANTON FROM 0.4 KM SANTA ROSA CA 95407 E OF PORTOLA AVENUE OVERCROSSINGTO 0.5 KM W OF HACIENDA DRIVE OC FED. AID NO. HPLU-6204(71) ,L-6204(71) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 1.000 7,500.00 002 TIME-RELATED OVERHEAD WDAY 938.0000 459,620.00 490.000 459,620.00 003 TEMPORARY FENCE (TYPE ESA) M 6.0000 2,220.00 0.000 0.00 004 TEMPORARY FENCE (WILDLIFE EXCULSION) M 6.4000 3,200.00 160.000 1,024.00 375.000 2,400.00 005 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) PREVENTION PLAN 007 TEMPORARY SILT FENCE M 3.6000 11,880.00 5,325.983 19,173.54 008 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 17,000.00 15.000 15,000.00 009 TEMPORARY COVER M2 10.0000 5,100.00 6,734.010 67,340.10 010 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 15,000.00 120.000 12,000.00 011 TEMPORARY HYDRAULIC MULCH M2 1.0000 3,740.00 0.000 0.00 (S) (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000.00 013 TEMPORARY CONCRETE WASHOUT BIN EA 400.0000 50,000.00 104.000 41,600.00 014 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 016 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 101,600.00 27,234.790 108,939.16 (S) 017 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 0.000 0.00 018 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 13,500.00 156.000 3,900.00 (S) 019 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 840.00 0.000 0.00 (S) (LEFT IN PLACE) 020 FLASHING BEACON (PORTABLE) EA 75.0000 1,050.00 3.000 225.00 (S) 021 TEMPORARY PAVEMENT MARKER EA 3.0000 55,500.00 20,113.000 60,339.00 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 4.000 32,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 14.0000 333,200.00 26,816.430 375,430.02 (S) 024 TEMPORARY RAILING (TYPE K, BART) M 55.0000 34,650.00 630.000 34,650.00 (S) 025 SAFETY CONSTRUCTION FENCE M 75.0000 41,250.00 562.010 42,150.75 (S) 026 TEMPORARY CRASH CUSHION MODULE EA 190.0000 58,900.00 328.000 62,320.00 (S) 027 ABANDON CULVERT EA 600.0000 22,800.00 34.000 20,400.00 028 OBLITERATE SURFACING M2 14.0000 784.00 56.000 784.00 029 REMOVE CHAIN LINK FENCE M 6.0000 9,480.00 1,696.830 10,180.98 030 REMOVE METAL BEAM GUARD RAILING M 35.0000 14,000.00 394.200 13,797.00 031 REMOVE SINGLE THRIE BEAM BARRIER M 8.2000 107,420.00 13,100.050 107,420.41 032 REMOVE DOUBLE THRIE BEAM BARRIER M 8.2000 9,840.00 1,195.600 9,803.92 033 REMOVE FLARED END SECTION EA 400.0000 2,800.00 7.000 2,800.00 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 320.00 1,263.620 2,527.24 STRIPE 035 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 1,220.00 1,668.860 3,337.72 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 12,976.780 25,953.56 037 REMOVE PAVEMENT MARKER EA 0.6000 5,670.00 5,861.000 3,516.60 038 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 360.00 4.000 240.00 039 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000.00 040 REMOVE CULVERT M 50.0000 53,000.00 1,179.300 58,965.00 041 REMOVE INLET EA 500.0000 24,500.00 48.000 24,000.00 042 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000.00 043 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 45.0000 85,950.00 1,525.000 68,625.00 044 RECONSTRUCT BART BARRIER M 465.0000 265,050.00 570.000 265,050.00 045 RESET ROADSIDE SIGN EA 200.0000 2,600.00 6.000 1,200.00 046 RELOCATE ROADSIDE SIGN (WOOD POST) EA 200.0000 3,400.00 20.000 4,000.00 047 RELOCATE ROADSIDE SIGN EA 70.0000 420.00 4.000 280.00 (STRAP AND SADDLE BRACKET METHOD) 048 ADJUST INLET EA 1,000.0000 7,000.00 6.000 6,000.00 049 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MODIFY INLET TO MANHOLE EA 2,000.0000 4,000.00 1.000 2,000.00 051 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 14.0000 173,600.00 20,922.550 292,915.70 (S) 052 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 3,900.00 390.000 3,900.00 053 CAP INLET EA 1,000.0000 23,000.00 23.000 23,000.00 054 REMOVE CRASH CUSHION (SAND FILLED) EA 50.0000 700.00 14.000 700.00 055 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 056 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 057 ROADWAY EXCAVATION M3 0.0100 439.00 44,863.900 448.64 058 ROADWAY EXCAVATION (TYPE Y-2) M3 0.0100 410.00 45,611.920 456.12 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 060 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 214,170.00 1,610.810 265,783.65 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 87,660.00 1,461.000 87,660.00 (F) 062 STRUCTURE EXCAVATION (TIEBACK WALL) M3 125.0000 36,250.00 290.000 36,250.00 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 69,675.00 1,111.000 83,325.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 137,400.00 916.000 137,400.00 (F) 065 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 6,400.00 32.000 6,400.00 (F) 066 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 12,450.00 83.000 12,450.00 (F) WALL) 067 SAND BACKFILL M3 170.0000 44,200.00 216.040 36,726.80 068 DITCH EXCAVATION M3 30.0000 22,200.00 566.000 16,980.00 069 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 8,000.00 1,302.670 52,106.80 070 EROSION CONTROL (TYPE D) HA 4,000.0000 10,000.00 2.530 10,120.00 (S) 071 BIOFILTRATION STRIPS M2 0.6000 3,156.00 5,253.000 3,151.80 (S) 072 EROSION CONTROL (NETTING) M2 3.5000 2,905.00 0.000 0.00 (S) 073 BIOFILTRATION SWALES M2 7.5000 5,550.00 0.000 0.00 (S) 074 FIBER ROLLS M 6.0000 12,300.00 1,748.000 10,488.00 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 630.0000 1,890.00 2.000 1,260.00 (S) 076 450 MM WELDED STEEL PIPE CONDUIT M 725.0000 3,625.00 5.000 3,625.00 (SF)(6.35 MM THICK) PROGRAM CAS145 PAGE 4 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LIME TONN 150.0000 846,000.00 5,390.498 808,574.70 078 LIME STABILIZATION M2 2.9000 304,500.00 107,118.472 310,643.57 079 CLASS 4 AGGREGATE SUBBASE M3 13.0000 105,170.00 9,528.000 123,864.00 080 CLASS 3 AGGREGATE BASE M3 52.0000 53,040.00 1,042.100 54,189.20 081 ASPHALTIC EMULSION (CURING SEAL) TONN 600.0000 43,800.00 52.004 31,202.40 082 LEAN CONCRETE BASE M3 144.0000 4,204,800.00 31,576.930 4,547,077.92 083 ASPHALT TREATED PERMEABLE BASE M3 160.0000 25,600.00 167.000 26,720.00 084 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 57,200.00 370.000 96,200.00 085 ASPHALT CONCRETE TONN 66.0000 5,016,000.00 78,100.205 5,154,613.53 086 ASPHALT CONCRETE TONN 68.0000 3,461,200.00 59,709.350 4,060,235.80 (CROSS SLOPE CORRECTION) 087 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 2,619,000.00 28,745.060 2,587,055.40 088 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 9.0000 178,200.00 0.000 0.00 089 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 170.00 166.890 166.89 REINFORCING FABRIC) 090 PAVEMENT REINFORCING FABRIC M2 1.2000 174,000.00 149,592.410 179,510.89 091 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 26,325.00 5,124.900 38,436.75 AREA) 092 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,320.00 366.110 2,928.88 093 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 11,040.00 1,214.120 9,712.96 094 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 704.00 207.680 1,661.44 095 REPLACE CONCRETE PAVEMENT M3 700.0000 336,000.00 480.000 336,000.00 (RAPID STRENGTH CONCRETE) 096 CRACK EXISTING CONCRETE PAVEMENT M2 0.5200 69,680.00 145,245.410 75,527.61 097 GRIND EXISTING CONCRETE M2 16.0000 39,680.00 3,477.660 55,642.56 (S) PAVEMENT 098 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 21,000.00 73.200 21,960.00 (S) PILING 099 FURNISH PILING (CLASS 900) M 80.0000 154,960.00 1,937.000 154,960.00 (ALTERNATIVE X) 100 DRIVE PILE (CLASS 900) EA 1,500.0000 144,000.00 128.000 192,000.00 (S) (ALTERNATIVE X) 101 FURNISH PILING (CLASS 900) M 150.0000 80,700.00 538.000 80,700.00 (ALTERNATIVE W) 102 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,500.0000 54,000.00 36.000 54,000.00 (S) 103 TIEBACK ANCHOR EA 2,000.0000 132,000.00 66.000 132,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 210,600.00 429.000 257,400.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 53,000.00 53.000 53,000.00 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 469,300.00 722.000 469,300.00 (F) 107 CLASS 2 CONCRETE (BOX CULVERT) M3 1,550.0000 32,550.00 31.000 48,050.00 108 MINOR CONCRETE (MINOR STRUCTURE) M3 1,475.0000 118,000.00 81.390 120,050.25 (F) 109 FRACTURED RIB TEXTURE M2 25.0000 4,625.00 185.000 4,625.00 (F) 110 BAR REINFORCING STEEL KG 2.5000 7,695.00 3,681.000 9,202.50 (SF) 111 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 75,217.50 58,002.000 87,003.00 (SF) 112 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 98,969.50 56,554.000 98,969.50 (SF) 113 SHOTCRETE M3 450.0000 54,900.00 122.000 54,900.00 (F) 114 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 568,480.00 19,640.000 216,040.00 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 25,840.00 19,640.000 9,820.00 (SF) 116 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 12,480.00 44.620 5,800.60 117 FURNISH LAMINATED PANEL SIGN M2 230.0000 4,140.00 0.000 0.00 (25.4 MM-TYPE A) 118 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 700.00 7.000 700.00 (2.0 MM-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN M2 112.0000 3,472.00 31.000 3,472.00 (1.6 MM-FRAMED) 120 FURNISH FIBERGLASS REINFORCED PLASTIC M2 115.0000 805.00 7.000 805.00 PANEL SIGN (3.4 MM) 121 1524 MM CAST-IN-DRILLED-HOLE M 1,750.0000 82,250.00 15.200 26,600.00 CONCRETE PILE (SIGN FOUNDATION) 122 METAL (RAIL MOUNTED SIGN) KG 17.0000 41,820.00 2,460.000 41,820.00 123 ROADSIDE SIGN - ONE POST EA 250.0000 1,250.00 5.000 1,250.00 124 INSTALL SIGN OVERLAY M2 250.0000 1,250.00 0.000 0.00 125 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 4,800.00 0.000 0.00 126 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 50.00 1.000 50.00 EXISTING POST 127 PREPARE AND PAINT POSTMILE MARKINGS ON M2 30.0000 450.00 15.000 450.00 CONCRETE BARRIER 128 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 12,320.00 190.540 30,486.40 129 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 366,300.00 2,015.100 372,793.50 130 750 MM ALTERNATIVE PIPE CULVERT M 265.0000 47,700.00 179.500 47,567.50 PROGRAM CAS145 PAGE 6 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 900 MM ALTERNATIVE PIPE CULVERT M 355.0000 11,005.00 33.600 11,928.00 132 80 MM PLASTIC PIPE (EDGE DRAIN) M 13.0000 4,290.00 328.500 4,270.50 133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 44.0000 1,012.00 23.000 1,012.00 134 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 135 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 1.000 600.00 136 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700.00 137 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 138 900 MM PRECAST CONCRETE PIPE INLET M 350.0000 1,750.00 2.100 735.00 139 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 10,500.00 37.480 9,370.00 140 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,500.00 125.720 1,257.20 141 MINOR CONCRETE (MISCELLANEOUS M3 875.0000 31,500.00 42.880 37,520.00 CONSTRUCTION) 142 MINOR CONCRETE (GUTTER) M 110.0000 8,470.00 77.000 8,470.00 (F) 143 MINOR CONCRETE (TEXTURED PAVING) M2 65.0000 69,550.00 1,458.000 94,770.00 144 MISCELLANEOUS IRON AND STEEL KG 3.0000 19,506.00 8,171.000 24,513.00 (SF) 145 CHAIN LINK FENCE (TYPE CL-0.9) M 33.0000 43,560.00 1,432.000 47,256.00 (S) 146 CHAIN LINK FENCE M 71.0000 5,467.00 77.000 5,467.00 (SF)(TYPE CL-1.2, VINYL-CLAD) (MODIFIED) 147 CHAIN LINK FENCE (TYPE CL-1.8) M 43.0000 12,040.00 268.500 11,545.50 (S) 148 DELINEATOR (CLASS 1) EA 35.0000 3,850.00 141.000 4,935.00 149 GUARD RAILING DELINEATOR EA 35.0000 1,575.00 81.000 2,835.00 150 CONCRETE BARRIER MARKER EA 35.0000 280.00 28.000 980.00 151 OBJECT MARKER EA 40.0000 280.00 3.000 120.00 152 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 79,380.00 1,954.720 105,554.88 (S) 153 CONCRETE BARRIER (TYPE K) M 11.0000 3,410.00 352.300 3,875.30 154 TRANSITION RAILING (TYPE STB) EA 3,000.0000 12,000.00 2.000 6,000.00 (S) 155 TRANSITION RAILING (TYPE WB) EA 2,700.0000 13,500.00 3.000 8,100.00 (S) 156 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,900.00 7.000 4,900.00 (S) 157 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 24,000.00 12.000 28,800.00 (S) PROGRAM CAS145 PAGE 7 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60) M 131.0000 55,020.00 420.000 55,020.00 159 CONCRETE BARRIER (TYPE 60C) M 210.0000 1,495,200.00 7,216.230 1,515,408.30 160 CONCRETE BARRIER (TYPE 60D) M 198.0000 15,048.00 76.000 15,048.00 (F) 161 CONCRETE BARRIER (TYPE 60E) M 606.0000 121,200.00 81.200 49,207.20 162 CONCRETE BARRIER (TYPE 60R) M 723.0000 159,060.00 219.520 158,712.96 163 CONCRETE BARRIER (TYPE 60C MODIFIED) M 175.0000 238,000.00 1,433.200 250,810.00 164 CONCRETE BARRIER (TYPE 60A MODIFIED) M 160.0000 8,640.00 53.000 8,480.00 165 CONCRETE BARRIER (TYPE 732A) M 230.0000 90,850.00 395.000 90,850.00 (F) 166 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 21,120.00 133.680 4,277.76 (S) 167 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 28,300.00 36,224.270 36,224.27 (S) 168 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,090.00 1,708.610 2,562.92 (S) 169 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 2,436.00 2,034.240 2,441.09 (S) (BROKEN 3.66 M - 0.92 M) 170 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 372.00 530.610 318.37 (S) (BROKEN 5.18 M - 2.14 M) 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,200.00 11,309.000 13,570.80 (S) 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,490.00 6,037.000 18,111.00 (S) 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 24,000.0000 24,000.00 1.000 24,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 174 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 175 LIGHTING AND SIGN ILLUMINATION LS 340,000.0000 340,000.00 1.000 340,000.00 (S) 176 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 177 TRAFFIC OPERATIONS SYSTEM LS 770,000.0000 770,000.00 1.000 770,000.00 (S) 178 GENERAL PACKET RADIO SYSTEM (GPRS) EA 3,000.0000 15,000.00 4.000 12,000.00 (S) WIRELESS MODEM ASSEMBLY PROGRAM CAS145 PAGE 8 DATE 01/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 01:33 PM ESTIMATE NO. 23 BID OPENING 06/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/06/11 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 01/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,024.00 28,406,713.31 ADJUSTMENT OF COMPENSATION 0.00 1,252,606.58 EXTRA WORK 4,837.71 1,951,178.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,861.71 31,610,498.71 179 MOBILIZATION LS 0.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 30,454,448.00 TOTAL WORK COMPLETED 5,861.71 34,610,498.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 5,861.71 34,610,498.71 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 08/05/09 490 08/21/09 08/21/09 09/06/11 490 21 0 0 100% 100% GONZALEZ ALFONSO RESIDENT ENGINEER PROGRAM CAS145 DATE 01/06/12