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 10/26/10 EST. NO.15 TIME 12:38 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 0016 492.23 E.W. @ F.A.(+) 010610 N 0085.0 0029 5,234.03 040910 N 0099.0 0030 5,576.88 040810 N 0112.0 0045 354.28 071610 N 0186.0 0046 905.65 071610 N 0187.0 0047 3,804.57 071210 N 0188.0 0049 7,007.62 051810 N 0157.0 0053 4,121.35 062910 N 0166.0 0054 10,823.74 062810 N 0167.0 0056 4,668.75 030510 N 0071.0 0058 3,054.64 071510 N 0180.0 0059 102.59 091710 N 0225.0 0063 409.67 092910 N 0243.0 0064 238.36 093010 N 0244.0 0065 409.67 092810 N 0245.0 005 0053 2,230.32 E.W. @ F.A.(+) 081110 N 0229.0 0054 2,046.78 080910 N 0208.0 007 0085 448.47 E.W. @ F.A.(+) 091510 N 0226.0 009 0017 3,047.57 E.W. @ F.A.(+) 062910 N 0165.0 0018 1,711.07 081910 N 0219.0 0019 1,179.90 081910 N 0220.0 0020 399.97 082010 N 0221.0 0021 3,462.81 083110 N 0222.0 0022 1,818.11 090110 N 0223.0 0024 3,117.98 081910 N 0231.0 0025 277.84 090910 N 0232.0 0026 277.84 091710 N 0233.0 0027 1,116.06 091710 N 0234.0 0028 2,374.96 092310 N 0235.0 018 0006 1,045.00 E.W. @ F.A.(+) 091010 N 0241.0 0007 1,045.00 100810 N 0242.0 020 0003 171,932.72 A.C. @ L.S.(+) 101310 N 0237.1 030 0001 61,000.00 E.W. @ L.S.(+) 081210 N 0194.0 033 0001 48,000.00 E.W. @ L.S.(+) 081210 N 0195.0 034 0001 12,000.00 E.W. @ L.S.(+) 081210 N 0196.0 035 0001 147,000.00 E.W. @ L.S.(+) 081210 N 0197.0 036 0001 58,000.00 E.W. @ L.S.(+) 081210 N 0198.0 037 0001 30,000.00 E.W. @ L.S.(+) 081210 N 0199.0 600,736.43 TOTAL THIS ESTIMATE 875,570.88 TOTAL PREVIOUS ESTIMATE 1,476,307.31 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 10/26/10 EST. NO.15 TIME 12:38 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 0.00 -65,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -75,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 LOCATION RERUN PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.050 375.00 0.800 6,000.00 02 TIME-RELATED OVERHEAD WDAY 938.0000 459,620.00 22.000 20,636.00 271.640 254,798.32 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 2,220.00 0.000 0.00 04 TEMPORARY FENCE (WILDLIFE EXCULSION) M 6.4000 3,200.00 215.000 1,376.00 05 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.350 350.00 1.000 1,000.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 3.6000 11,880.00 5,325.983 19,173.54 08 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 17,000.00 2.000 2,000.00 7.000 7,000.00 09 TEMPORARY COVER M2 10.0000 5,100.00 3,344.500 33,445.00 6,734.010 67,340.10 10 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 15,000.00 50.000 5,000.00 83.000 8,300.00 11 TEMPORARY HYDRAULIC MULCH M2 1.0000 3,740.00 0.000 0.00 S) (BONDED FIBER MATRIX) 12 STREET SWEEPING LS 10,000.0000 10,000.00 0.680 6,800.00 0.950 9,500.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 400.0000 50,000.00 50.000 20,000.00 86.000 34,400.00 14 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500.00 S) 15 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.680 136,000.00 0.950 190,000.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 101,600.00 27,234.790 108,939.16 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 0.000 0.00 18 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 13,500.00 156.000 3,900.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 840.00 0.000 0.00 S) (LEFT IN PLACE) 20 FLASHING BEACON (PORTABLE) EA 75.0000 1,050.00 3.000 225.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.0000 55,500.00 20,113.000 60,339.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 1.000 8,000.00 4.000 32,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 14.0000 333,200.00 26,816.430 375,430.02 S) 24 TEMPORARY RAILING (TYPE K, BART) M 55.0000 34,650.00 630.000 34,650.00 S) 25 SAFETY CONSTRUCTION FENCE M 75.0000 41,250.00 562.010 42,150.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 190.0000 58,900.00 328.000 62,320.00 S) 27 ABANDON CULVERT EA 600.0000 22,800.00 32.000 19,200.00 28 OBLITERATE SURFACING M2 14.0000 784.00 0.000 0.00 29 REMOVE CHAIN LINK FENCE M 6.0000 9,480.00 1,696.830 10,180.98 30 REMOVE METAL BEAM GUARD RAILING M 35.0000 14,000.00 198.390 6,943.65 313.100 10,958.50 31 REMOVE SINGLE THRIE BEAM BARRIER M 8.2000 107,420.00 13,100.050 107,420.41 32 REMOVE DOUBLE THRIE BEAM BARRIER M 8.2000 9,840.00 1,195.600 9,803.92 33 REMOVE FLARED END SECTION EA 400.0000 2,800.00 6.000 2,400.00 34 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 320.00 1,263.620 2,527.24 STRIPE 35 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 1,220.00 122.000 244.00 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 12,976.780 25,953.56 37 REMOVE PAVEMENT MARKER EA 0.6000 5,670.00 5,681.000 3,408.60 38 REMOVE ROADSIDE SIGN (WOOD POST) EA 60.0000 360.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000.00 40 REMOVE CULVERT M 50.0000 53,000.00 0.900 45.00 1,167.200 58,360.00 41 REMOVE INLET EA 500.0000 24,500.00 46.000 23,000.00 42 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000.00 43 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 45.0000 85,950.00 957.270 43,077.15 44 RECONSTRUCT BART BARRIER M 465.0000 265,050.00 228.000 106,020.00 570.000 265,050.00 45 RESET ROADSIDE SIGN EA 200.0000 2,600.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN (WOOD POST) EA 200.0000 3,400.00 2.000 400.00 47 RELOCATE ROADSIDE SIGN EA 70.0000 420.00 1.000 70.00 1.000 70.00 (STRAP AND SADDLE BRACKET METHOD) 48 ADJUST INLET EA 1,000.0000 7,000.00 0.000 0.00 49 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MODIFY INLET TO MANHOLE EA 2,000.0000 4,000.00 1.000 2,000.00 51 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 14.0000 173,600.00 510.580 7,148.12 20,338.950 284,745.30 S) 52 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 3,900.00 0.000 0.00 53 CAP INLET EA 1,000.0000 23,000.00 23.000 23,000.00 54 REMOVE CRASH CUSHION (SAND FILLED) EA 50.0000 700.00 0.000 0.00 55 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 56 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 57 ROADWAY EXCAVATION M3 0.0100 439.00 44,863.900 448.64 58 ROADWAY EXCAVATION (TYPE Y-2) M3 0.0100 410.00 45,611.920 456.12 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 214,170.00 1,610.810 265,783.65 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 87,660.00 1,461.000 87,660.00 F) 62 STRUCTURE EXCAVATION (TIEBACK WALL) M3 125.0000 36,250.00 290.000 36,250.00 F) 63 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 69,675.00 1,111.000 83,325.00 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 137,400.00 916.000 137,400.00 F) 65 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 6,400.00 0.000 0.00 F) 66 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 12,450.00 83.000 12,450.00 F) WALL) 67 SAND BACKFILL M3 170.0000 44,200.00 214.940 36,539.80 68 DITCH EXCAVATION M3 30.0000 22,200.00 300.000 9,000.00 524.000 15,720.00 69 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 8,000.00 719.400 28,776.00 719.400 28,776.00 70 EROSION CONTROL (TYPE D) HA 4,000.0000 10,000.00 1.210 4,840.00 S) 71 BIOFILTRATION STRIPS M2 0.6000 3,156.00 2,936.000 1,761.60 S) 72 EROSION CONTROL (NETTING) M2 3.5000 2,905.00 0.000 0.00 S) 73 BIOFILTRATION SWALES M2 7.5000 5,550.00 0.000 0.00 S) 74 FIBER ROLLS M 6.0000 12,300.00 1,086.000 6,516.00 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 630.0000 1,890.00 1.000 630.00 S) 76 450 MM WELDED STEEL PIPE CONDUIT M 725.0000 3,625.00 2.500 1,812.50 5.000 3,625.00 SF)(6.35 MM THICK) PROGRAM CAS145 PAGE 4 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LIME TONN 150.0000 846,000.00 198.890 29,833.50 5,390.498 808,574.70 78 LIME STABILIZATION M2 2.9000 304,500.00 2,067.000 5,994.30 107,118.472 310,643.57 79 CLASS 4 AGGREGATE SUBBASE M3 13.0000 105,170.00 9,528.000 123,864.00 80 CLASS 3 AGGREGATE BASE M3 52.0000 53,040.00 713.100 37,081.20 1,003.100 52,161.20 81 ASPHALTIC EMULSION (CURING SEAL) TONN 600.0000 43,800.00 2.000 1,200.00 52.004 31,202.40 82 LEAN CONCRETE BASE M3 144.0000 4,204,800.00 31,576.930 4,547,077.92 83 ASPHALT TREATED PERMEABLE BASE M3 160.0000 25,600.00 167.000 26,720.00 167.000 26,720.00 84 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 57,200.00 370.000 96,200.00 85 ASPHALT CONCRETE TONN 66.0000 5,016,000.00 -9,137.460 -603,072.36 64,658.885 4,267,486.41 86 ASPHALT CONCRETE TONN 68.0000 3,461,200.00 11,225.750 763,351.00 66,390.080 4,514,525.44 (CROSS SLOPE CORRECTION) 87 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 2,619,000.00 3,161.170 284,505.30 27,299.150 2,456,923.50 88 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 9.0000 178,200.00 0.000 0.00 89 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 170.00 24.150 24.15 166.890 166.89 REINFORCING FABRIC) 90 PAVEMENT REINFORCING FABRIC M2 1.2000 174,000.00 16,657.330 19,988.80 142,392.410 170,870.89 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 7.5000 26,325.00 1,920.100 14,400.75 3,173.330 23,799.98 AREA) 92 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,320.00 39.000 312.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 11,040.00 495.000 3,960.00 94 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 704.00 0.000 0.00 95 REPLACE CONCRETE PAVEMENT M3 700.0000 336,000.00 240.000 168,000.00 240.000 168,000.00 (RAPID STRENGTH CONCRETE) 96 CRACK EXISTING CONCRETE PAVEMENT M2 0.5200 69,680.00 133,000.410 69,160.21 97 GRIND EXISTING CONCRETE M2 16.0000 39,680.00 152.810 2,444.96 2,101.420 33,622.72 S) PAVEMENT 98 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 21,000.00 73.200 21,960.00 S) PILING 99 FURNISH PILING (CLASS 900) M 80.0000 154,960.00 1,937.000 154,960.00 (ALTERNATIVE X) 00 DRIVE PILE (CLASS 900) EA 1,500.0000 144,000.00 128.000 192,000.00 S) (ALTERNATIVE X) 01 FURNISH PILING (CLASS 900) M 150.0000 80,700.00 538.000 80,700.00 (ALTERNATIVE W) 02 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,500.0000 54,000.00 36.000 54,000.00 S) 03 TIEBACK ANCHOR EA 2,000.0000 132,000.00 66.000 132,000.00 S) PROGRAM CAS145 PAGE 5 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 210,600.00 429.000 257,400.00 F) 05 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 53,000.00 53.000 53,000.00 F) 06 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 469,300.00 617.000 401,050.00 F) 07 CLASS 2 CONCRETE (BOX CULVERT) M3 1,550.0000 32,550.00 31.000 48,050.00 08 MINOR CONCRETE (MINOR STRUCTURE) M3 1,475.0000 118,000.00 1.060 1,563.50 80.390 118,575.25 F) 09 FRACTURED RIB TEXTURE M2 25.0000 4,625.00 0.000 0.00 F) 10 BAR REINFORCING STEEL KG 2.5000 7,695.00 3,681.000 9,202.50 SF) 11 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 75,217.50 58,002.000 87,003.00 SF) 12 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 98,969.50 56,554.000 98,969.50 SF) 13 SHOTCRETE M3 450.0000 54,900.00 122.000 54,900.00 F) 14 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 568,480.00 19,640.000 216,040.00 F) 15 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 25,840.00 19,640.000 9,820.00 SF) 16 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 130.0000 12,480.00 44.620 5,800.60 17 FURNISH LAMINATED PANEL SIGN M2 230.0000 4,140.00 0.000 0.00 (25.4 MM-TYPE A) 18 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 700.00 3.500 350.00 7.000 700.00 (2.0 MM-UNFRAMED) 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 112.0000 3,472.00 15.500 1,736.00 31.000 3,472.00 (1.6 MM-FRAMED) 20 FURNISH FIBERGLASS REINFORCED PLASTIC M2 115.0000 805.00 3.500 402.50 7.000 805.00 PANEL SIGN (3.4 MM) 21 1524 MM CAST-IN-DRILLED-HOLE M 1,750.0000 82,250.00 15.200 26,600.00 CONCRETE PILE (SIGN FOUNDATION) 22 METAL (RAIL MOUNTED SIGN) KG 17.0000 41,820.00 1,089.600 18,523.20 1,362.000 23,154.00 23 ROADSIDE SIGN - ONE POST EA 250.0000 1,250.00 0.000 0.00 24 INSTALL SIGN OVERLAY M2 250.0000 1,250.00 0.000 0.00 25 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 4,800.00 0.000 0.00 26 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 50.00 0.000 0.00 EXISTING POST 27 PREPARE AND PAINT POSTMILE MARKINGS ON M2 30.0000 450.00 15.000 450.00 CONCRETE BARRIER 28 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 12,320.00 11.000 1,760.00 190.040 30,406.40 29 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 366,300.00 2,015.100 372,793.50 30 750 MM ALTERNATIVE PIPE CULVERT M 265.0000 47,700.00 179.500 47,567.50 PROGRAM CAS145 PAGE 6 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 900 MM ALTERNATIVE PIPE CULVERT M 355.0000 11,005.00 21.640 7,682.20 32 80 MM PLASTIC PIPE (EDGE DRAIN) M 13.0000 4,290.00 328.500 4,270.50 328.500 4,270.50 33 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 44.0000 1,012.00 23.000 1,012.00 23.000 1,012.00 34 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 35 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 1,800.00 -1.000 -600.00 1.000 600.00 36 750 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700.00 1.000 700.00 37 900 MM ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800.00 38 900 MM PRECAST CONCRETE PIPE INLET M 350.0000 1,750.00 0.000 0.00 39 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 10,500.00 9.890 2,472.50 32.740 8,185.00 40 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,500.00 33.400 334.00 106.280 1,062.80 41 MINOR CONCRETE (MISCELLANEOUS M3 875.0000 31,500.00 6.160 5,390.00 38.980 34,107.50 CONSTRUCTION) 42 MINOR CONCRETE (GUTTER) M 110.0000 8,470.00 0.000 0.00 F) 43 MINOR CONCRETE (TEXTURED PAVING) M2 65.0000 69,550.00 400.000 26,000.00 1,200.000 78,000.00 44 MISCELLANEOUS IRON AND STEEL KG 3.0000 19,506.00 1,036.000 3,108.00 7,472.000 22,416.00 SF) 45 CHAIN LINK FENCE (TYPE CL-0.9) M 33.0000 43,560.00 1,009.000 33,297.00 1,432.000 47,256.00 S) 46 CHAIN LINK FENCE M 71.0000 5,467.00 0.000 0.00 SF)(TYPE CL-1.2, VINYL-CLAD) (MODIFIED) 47 CHAIN LINK FENCE (TYPE CL-1.8) M 43.0000 12,040.00 243.000 10,449.00 S) 48 DELINEATOR (CLASS 1) EA 35.0000 3,850.00 78.000 2,730.00 49 GUARD RAILING DELINEATOR EA 35.0000 1,575.00 17.000 595.00 34.000 1,190.00 50 CONCRETE BARRIER MARKER EA 35.0000 280.00 17.000 595.00 51 OBJECT MARKER EA 40.0000 280.00 3.000 120.00 52 METAL BEAM GUARD RAILING (WOOD POST) M 54.0000 79,380.00 1,774.200 95,806.80 1,835.420 99,112.68 S) 53 CONCRETE BARRIER (TYPE K) M 11.0000 3,410.00 352.300 3,875.30 54 TRANSITION RAILING (TYPE STB) EA 3,000.0000 12,000.00 0.000 0.00 S) 55 TRANSITION RAILING (TYPE WB) EA 2,700.0000 13,500.00 0.000 0.00 S) 56 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,900.00 3.000 2,100.00 S) 57 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 24,000.00 3.000 7,200.00 S) PROGRAM CAS145 PAGE 7 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60) M 131.0000 55,020.00 -808.800 -105,952.80 420.000 55,020.00 59 CONCRETE BARRIER (TYPE 60C) M 210.0000 1,495,200.00 7,216.230 1,515,408.30 60 CONCRETE BARRIER (TYPE 60D) M 198.0000 15,048.00 0.000 0.00 F) 61 CONCRETE BARRIER (TYPE 60E) M 606.0000 121,200.00 58.100 35,208.60 62 CONCRETE BARRIER (TYPE 60R) M 723.0000 159,060.00 219.520 158,712.96 63 CONCRETE BARRIER (TYPE 60C MODIFIED) M 175.0000 238,000.00 813.800 142,415.00 1,433.200 250,810.00 64 CONCRETE BARRIER (TYPE 60A MODIFIED) M 160.0000 8,640.00 53.000 8,480.00 65 CONCRETE BARRIER (TYPE 732A) M 230.0000 90,850.00 395.000 90,850.00 F) 66 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 21,120.00 0.000 0.00 S) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 28,300.00 21,156.370 21,156.37 S) 68 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,090.00 0.000 0.00 S) 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 2,436.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 372.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 71 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,200.00 3,335.000 4,002.00 S) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,490.00 1,687.000 5,061.00 S) 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 24,000.0000 24,000.00 0.950 22,800.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 74 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.350 10,500.00 0.950 28,500.00 S) 75 LIGHTING AND SIGN ILLUMINATION LS 340,000.0000 340,000.00 0.250 85,000.00 0.900 306,000.00 S) 76 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.900 13,500.00 0.900 13,500.00 S) 77 TRAFFIC OPERATIONS SYSTEM LS 770,000.0000 770,000.00 0.200 154,000.00 0.920 708,400.00 S) 78 GENERAL PACKET RADIO SYSTEM (GPRS) EA 3,000.0000 15,000.00 4.000 12,000.00 4.000 12,000.00 S) WIRELESS MODEM ASSEMBLY PROGRAM CAS145 PAGE 8 DATE 10/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290834 TIME 12:38 PM ESTIMATE NO. 15 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 10/20/10 R.E. NAME: GONZALEZ ALFONSO DATE OF THIS ESTIMATE 10/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,651,576.07 26,905,347.65 ADJUSTMENT OF COMPENSATION 171,932.72 317,944.16 EXTRA WORK 428,803.71 1,158,363.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,252,312.50 28,381,654.96 79 MOBILIZATION LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 30,454,448.00 TOTAL WORK COMPLETED 2,252,312.50 31,381,654.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -75,000.00 TOTAL 2,252,312.50 31,306,654.96 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 08/05/09 490 08/21/09 08/21/09 12/31/10 272 21 0 0 92% 56% PROGRESS IS SATISFACTORY GONZALEZ ALFONSO RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/10