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 08/25/09 EST. NO.14 TIME 04:45 PM R.E. NAME: MERCADO, MARTIN 04-0A5314 --------------------------------------------------------------------------- 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 0106 421.81 E.W. @ F.A.(+) 102408 N 0253.0 0124 561.75 062909 N 0574.0 0127 346.47 071009 N 0585.0 0128 258.29 070709 N 0588.0 0129 86.62 072109 N 0594.0 004 0015 303,319.90 A.C. @ L.S.(+) 070109 N 820100 006 0026 3,884.63 E.W. @ F.A.(+) 090208 Y 0609.0 0027 342.75 090308 Y 0611.0 0028 311.18 082508 Y 0612.0 0029 362.41 091708 Y 0614.0 0032 1,663.92 071708 Y 0618.0 0033 466.92 071708 Y 0619.0 0034 3,264.43 082008 Y 0620.0 011 0080 111.51 E.W. @ F.A.(+) 092508 Y 0615.0 012 0068 3,647.50 E.W. @ F.A.(+) 072308 Y 0605.0 0069 615.34 072308 Y 0606.0 0070 2,248.52 072408 Y 0607.0 0071 307.67 072408 Y 0608.0 022 0024 2,156.53 E.W. @ F.A.(+) 120508 N 0120.3 0027 3,341.06 111308 N 0201.0 0036 1,272.59 100908 N 0263.1 037 0001 10,500.00 A.C. @ L.S.(+) 082009 N 820090 042 0002 6,247.50 E.W. @ L.S.(+) 080109 N 820300 045 0001 6,637.00 E.W. @ L.S.(+) 082009 N 820090 0002 0.40 080808 N 820200 352,376.70 TOTAL THIS ESTIMATE 432,063.82 TOTAL PREVIOUS ESTIMATE 784,440.52 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 08/25/09 EST. NO.14 TIME 04:45 PM R.E. NAME: MERCADO, MARTIN 04-0A5314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -15,900.00 01 0.00 -15,900.00 TOTAL DEDUCTIONS 0.00 -15,900.00 PROGRAM CAS145 PAGE 1 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-80-11.4/20.1 ----------------------- O C JONES & SONS, INC IN SOLANO COUNTY IN FAIRFIELD FROM 1520 FOURTH ST. RED TOP ROAD TO 1.4 KM EAST OF AIR BERKELEY, CA 94510 BASE PARKWAY FED. AID NO. HPLU-6204(66)E ,L-6204(66)E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 330,000.00 27.000 27,000.00 286.000 286,000.00 04 TEMPORARY FENCE (TYPE ESA) M 6.0000 10,380.00 1,958.020 11,748.12 05 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.082 4,920.00 0.868 52,080.00 06 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.033 99.00 0.847 2,541.00 S) PREVENTION PLAN 07 DEWATERING AND NON-STORM WATER DISCHARGE LS 40,000.0000 40,000.00 0.850 34,000.00 CONTROL 08 TEMPORARY FIBER ROLL M 11.0000 8,030.00 60.000 660.00 468.000 5,148.00 09 TEMPORARY SILT FENCE M 8.0000 10,800.00 1,481.700 11,853.60 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 37,500.00 20.000 30,000.00 11 TEMPORARY COVER M2 5.0000 5,000.00 11,858.370 59,291.85 12 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 15,400.00 36.000 10,080.00 13 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 (GREEN VALLEY CREEK) 14 STREET SWEEPING LS 50,000.0000 50,000.00 0.082 4,100.00 0.867 43,350.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 1,500.0000 52,500.00 2.000 3,000.00 40.000 60,000.00 16 TEMPORARY CREEK DIVERSION SYSTEM LS 30,000.0000 30,000.00 0.750 22,500.00 (SUISUN CREEK) 17 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 (LEDGEWOOD CREEK) 18 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.100 5,000.00 0.950 47,500.00 S) 19 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.082 24,600.00 0.867 260,100.00 S) 20 TYPE III BARRICADE EA 100.0000 300.00 32.000 3,200.00 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 74,125.00 55,073.500 68,841.88 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,500.00 164.000 4,100.00 PROGRAM CAS145 PAGE 2 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.2500 103,025.00 35,182.000 114,341.50 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 42,000.00 6.000 42,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 16.0000 553,600.00 30,489.270 487,828.32 26 TEMPORARY CRASH CUSHION MODULE EA 140.0000 49,000.00 350.000 49,000.00 27 ABANDON CULVERT M 60.0000 4,320.00 71.000 4,260.00 28 ABANDON INLET EA 700.0000 4,900.00 7.000 4,900.00 29 REMOVE CABLE BARRIER M 12.0000 53,640.00 4,073.000 48,876.00 S) 30 REMOVE METAL BEAM GUARD RAILING M 50.0000 28,000.00 493.900 24,695.00 S) 31 REMOVE DOUBLE THRIE BEAM BARRIER M 23.0000 18,630.00 803.000 18,469.00 S) (STEEL POST) 32 REMOVE CHAIN LINK RAILING M 150.0000 2,250.00 15.000 2,250.00 33 REMOVE TRAFFIC STRIPE M 1.2500 3,787.50 22,252.000 27,815.00 S) 34 REMOVE PAVEMENT MARKER EA 1.0000 30,800.00 23,878.000 23,878.00 S) 35 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 800.00 4.000 400.00 36 REMOVE ROADSIDE SIGN EA 75.0000 375.00 1.000 75.00 (STRAP AND SADDLE BRACKET METHOD) 37 REMOVE SIGN STRUCTURE EA 3,500.0000 10,500.00 3.000 10,500.00 38 REMOVE ASPHALT CONCRETE DIKE M 30.0000 1,500.00 10.000 300.00 39 REMOVE CULVERT M 20.0000 33,000.00 939.000 18,780.00 40 REMOVE INLET EA 425.0000 14,025.00 23.000 9,775.00 41 REMOVE RETAINING WALL (PORTION) M3 170.0000 4,250.00 25.000 4,250.00 42 REMOVE DELINEATOR EA 25.0000 250.00 10.000 250.00 43 SALVAGE DOUBLE THRIE BEAM BARRIER M 29.0000 60,030.00 1,826.000 52,954.00 (STEEL POST) 44 SALVAGE METAL BEAM GUARD RAILING M 20.0000 1,680.00 28.000 560.00 45 SALVAGE CONCRETE BARRIER (TYPE K) M 20.0000 183,600.00 8,809.070 176,181.40 46 ADJUST INLET EA 1,800.0000 16,200.00 7.000 12,600.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 320,250.00 92,657.000 162,149.75 S) 48 REMOVE CONCRETE CURB M 14.0000 9,240.00 367.000 5,138.00 49 REMOVE CONCRETE (CURB AND GUTTER) M 130.0000 2,080.00 16.000 2,080.00 PROGRAM CAS145 PAGE 3 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE SIDEWALK M2 28.0000 2,100.00 82.000 2,296.00 51 REMOVE CONCRETE BARRIER (TYPE 50) M 8.0000 116,000.00 5,381.000 43,048.00 52 REMOVE CONCRETE BARRIER (TYPE 50E) M 39.0000 20,280.00 280.000 10,920.00 53 REMOVE CONCRETE BARRIER (TYPE 60) M 55.0000 13,200.00 0.000 0.00 54 REMOVE CONCRETE BARRIER (TYPE 60GC) M 65.0000 48,750.00 0.000 0.00 55 CAP INLET EA 1,000.0000 47,000.00 34.000 34,000.00 56 REMOVE CRASH CUSHION (TYPE CAT) EA 3,200.0000 6,400.00 1.000 3,200.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 0.700 21,000.00 0.700 21,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 61 RECONSTRUCT SCALE PIT ACCESS PORTS LS 25,000.0000 25,000.00 0.500 12,500.00 62 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 63 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 64 ROADWAY EXCAVATION M3 16.0000 1,332,800.00 82,769.940 1,324,319.04 65 ROADWAY EXCAVATION (TYPE Z-2) M3 205.0000 36,900.00 342.000 70,110.00 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (TYPE Y-1) M3 10.0000 90,000.00 8,655.200 86,552.00 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION (TYPE Y-2) M3 8.2500 44,715.00 5,232.200 43,165.65 (AERIALLY DEPOSITED LEAD) 68 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 69 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 43,000.00 430.000 43,000.00 F) 70 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 370,800.00 260.000 104,000.00 893.000 357,200.00 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 8,250.00 110.000 8,250.00 F) 72 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 131,250.00 165.000 24,750.00 690.000 103,500.00 F) 73 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 9,375.00 75.000 9,375.00 F) 74 SAND BACKFILL M3 280.0000 5,600.00 19.150 5,362.00 75 LOW EXPANSION MATERIAL M3 100.0000 110,000.00 419.000 41,900.00 76 EROSION CONTROL (TYPE D) M2 1.4000 11,522.00 11,858.000 16,601.20 S) PROGRAM CAS145 PAGE 4 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 1.000 750.00 S) 78 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.710 14,200.00 0.710 14,200.00 79 LIME TONN 165.0000 105,600.00 628.680 103,732.20 80 LIME STABILIZATION M2 2.5000 45,000.00 17,541.000 43,852.50 81 CLASS 4 AGGREGATE SUBBASE M3 17.5000 635,250.00 36,179.000 633,132.50 82 CEMENT TREATED BASE M3 88.0000 2,296,800.00 25,782.000 2,268,816.00 (PLANT-MIXED, CLASS A) 83 ASPHALTIC EMULSION (CURING SEAL) TONN 850.0000 62,050.00 72.300 61,455.00 84 ASPHALT TREATED PERMEABLE BASE M3 280.0000 22,400.00 73.300 20,524.00 85 ASPHALT CONCRETE TONN 86.0000 4,523,600.00 52,809.810 4,541,643.66 86 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 1,470,000.00 7,892.060 789,206.00 87 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 4,800.00 217.600 6,528.00 AREA) 88 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 850.00 0.000 0.00 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,200.00 928.000 4,640.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 270.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE M 7.0000 1,260.00 0.000 0.00 (TYPE F MOD) 92 SHOULDER RUMBLE STRIP M 6.0000 3,540.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 93 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 56,700.00 23.830 16,681.00 94 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 1,365.0000 81,900.00 0.000 0.00 95 GRIND EXISTING CONCRETE M2 10.0000 12,000.00 0.000 0.00 S) PAVEMENT 96 FURNISH PILING (CLASS 400) M 120.0000 62,160.00 516.710 62,005.20 (ALTERNATIVE "X") 97 DRIVE PILE (CLASS 400) EA 3,000.0000 135,000.00 45.000 135,000.00 S) (ALTERNATIVE "X") 98 FURNISH PILING (CLASS 400) M 220.0000 64,460.00 293.000 64,460.00 (ALTERNATIVE "Y") (MODIFIED) 99 DRIVE PILE (CLASS 400) EA 4,000.0000 60,000.00 15.000 60,000.00 S) (ALTERNATIVE "Y") (MODIFIED) 00 SEAL COURSE CONCRETE M3 500.0000 55,000.00 50.000 25,000.00 161.000 80,500.00 01 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 104,000.00 135.500 135,500.00 221.600 221,600.00 F) 02 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 1,702,000.00 95.600 191,200.00 816.600 1,633,200.00 F) 03 STRUCTURAL CONCRETE, RETAINING WALL M3 1,300.0000 35,100.00 27.000 35,100.00 F) PROGRAM CAS145 PAGE 5 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,000.0000 244,000.00 108.000 216,000.00 F) (TYPE N) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 96,200.00 3.580 4,654.00 49.630 64,519.00 F) 06 LIGHTWEIGHT CONCRETE M3 950.0000 40,850.00 43.000 40,850.00 F) 07 DRILL AND BOND DOWEL M 65.0000 37,180.00 12.000 780.00 557.000 36,205.00 08 REFINISH BRIDGE DECK M2 700.0000 20,300.00 12.000 8,400.00 09 CORE CONCRETE (51 MM - 100 MM) M 500.0000 13,000.00 26.000 13,000.00 S) 10 CORE CONCRETE (101 MM - 150 MM) M 700.0000 7,000.00 11.000 7,700.00 S) 11 JOINT SEAL (MR 15 MM) M 250.0000 12,000.00 14.500 3,625.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 346,320.00 22,503.100 67,509.30 126,571.300 379,713.90 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 4,320.00 1,080.000 4,320.00 SF) 14 ASPHALT MEMBRANE WATERPROOFING M2 140.0000 10,780.00 110.000 15,400.00 SF) 15 COLUMN CASING KG 14.0000 505,540.00 36,110.000 505,540.00 SF) 16 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 184,550.00 12,302.000 123,020.00 SF) 17 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 14,764.00 12,302.000 9,841.60 SF) 18 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 8,700.00 36.000 5,400.00 19 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 10,580.00 92.060 10,586.90 (1.6 MM-UNFRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 4.830 483.00 (2.0 MM-UNFRAMED) 21 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,250.00 0.000 0.00 (2.0 MM-FRAMED) 22 1372 MM CAST-IN-DRILLED-HOLE M 3,100.0000 55,800.00 17.900 55,490.00 S) CONCRETE PILE (SIGN FOUNDATION) 23 1524 MM CAST-IN-DRILLED-HOLE M 3,500.0000 35,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 24 METAL (BARRIER MOUNTED SIGN) KG 10.0000 66,000.00 5,550.000 55,500.00 25 ROADSIDE SIGN - ONE POST EA 290.0000 2,610.00 6.000 1,740.00 26 ROADSIDE SIGN - TWO POST EA 550.0000 2,750.00 0.000 0.00 27 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 1.000 90.00 METHOD) 28 375 MM ALTERNATIVE PIPE CULVERT M 200.0000 9,200.00 45.200 9,040.00 29 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 175,000.00 702.200 175,550.00 30 600 MM ALTERNATIVE PIPE CULVERT M 700.0000 4,900.00 7.000 4,900.00 PROGRAM CAS145 PAGE 6 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM ALTERNATIVE SLOTTED PIPE M 235.0000 366,600.00 1,092.100 256,643.50 32 450 MM CORRUGATED STEEL PIPE M 1,400.0000 2,800.00 2.000 2,800.00 (2.01 MM THICK) 33 600 MM CORRUGATED STEEL PIPE M 1,600.0000 1,600.00 0.000 0.00 (2.01 MM THICK) 34 80 MM PLASTIC PIPE M 100.0000 4,100.00 31.000 3,100.00 35 200 MM PERFORATED PLASTIC M 105.0000 93,975.00 839.500 88,147.50 PIPE UNDERDRAIN 36 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 9,000.00 0.000 0.00 37 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 125.0000 7,000.00 0.000 0.00 38 100 MM PLASTIC PIPE M 150.0000 600.00 0.000 0.00 (EDGE DRAIN OUTLET) 39 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 80.0000 174,400.00 2,188.397 175,071.76 40 MINOR CONCRETE (BACKFILL) M3 250.0000 5,750.00 23.000 5,750.00 41 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 250.0000 71,750.00 0.000 0.00 42 CONCRETE (CHANNEL LINING) M3 1,000.0000 60,000.00 60.000 60,000.00 F) 43 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 19,800.00 29.700 17,820.00 CONSTRUCTION) 44 MISCELLANEOUS IRON AND STEEL KG 3.0000 33,804.00 9,554.000 28,662.00 SF) 45 INLET GRATE EA 700.0000 700.00 0.000 0.00 S) 46 MISCELLANEOUS METAL KG 50.0000 300,000.00 6,000.000 300,000.00 SF)(RESTRAINER - CABLE TYPE) 47 DELINEATOR (CLASS 1) EA 30.0000 270.00 0.000 0.00 48 GUARD RAILING DELINEATOR EA 50.0000 250.00 0.000 0.00 49 OBJECT MARKER (TYPE P) EA 90.0000 2,070.00 18.000 1,620.00 50 METAL BEAM GUARD RAILING M 75.0000 5,250.00 4.000 300.00 S) 51 CHAIN LINK RAILING M 400.0000 6,400.00 19.400 7,760.00 S) 52 CONCRETE BARRIER (TYPE K) M 110.0000 20,900.00 192.000 21,120.00 53 DOUBLE THRIE BEAM BARRIER M 190.0000 134,900.00 519.000 98,610.00 S) 54 TRANSITION RAILING (TYPE WB) EA 800.0000 2,400.00 0.000 0.00 S) 55 TRANSITION RAILING (TYPE DTB) EA 800.0000 800.00 5.000 4,000.00 S) 56 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 2.000 1,800.00 S) 57 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 6,000.00 2.000 2,000.00 S) PROGRAM CAS145 PAGE 7 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CRASH CUSHION (TYPE CAT) EA 6,000.0000 12,000.00 1.000 6,000.00 2.000 12,000.00 S) 59 CONCRETE BARRIER (TYPE 60C) M 180.0000 572,940.00 536.000 96,480.00 2,047.100 368,478.00 60 CONCRETE BARRIER (TYPE 60E) M 400.0000 13,200.00 32.500 13,000.00 32.500 13,000.00 61 CONCRETE BARRIER (TYPE 60C MOD A) M 190.0000 395,200.00 8.000 1,520.00 2,049.000 389,310.00 62 CONCRETE BARRIER (TYPE 732 MODIFIED) M 550.0000 48,950.00 107.000 58,850.00 F) 63 CONCRETE BARRIER (TYPE 60C MOD B) M 185.0000 1,307,950.00 106.250 19,656.25 6,900.750 1,276,638.75 64 CONCRETE BARRIER (TYPE 732) M 600.0000 77,400.00 107.000 64,200.00 F) 65 CONCRETE BARRIER (TYPE 60E MOD) M 990.0000 336,600.00 400.500 396,495.00 66 CONCRETE BARRIER (TYPE 60R MOD) M 1,100.0000 176,000.00 69.000 75,900.00 69.000 75,900.00 67 CONCRETE BARRIER (TYPE 60RC) M 700.0000 189,000.00 152.000 106,400.00 68 CONCRETE BARRIER (TYPE 60RC MOD) M 400.0000 5,600.00 14.000 5,600.00 69 CONCRETE BARRIER (TYPE 60R WT) M 1,150.0000 149,500.00 124.400 143,060.00 70 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 15,000.00 26.000 1,300.00 S) 71 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 69,600.00 8,645.000 10,374.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 12,020.00 729.000 1,458.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,860.00 828.000 1,656.00 S) (BROKEN 3.66 M - 0.92 M) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,240.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 75 PREPARE AND PAINT POST MILE ON CONCRETE M2 50.0000 1,300.00 35.820 1,791.00 S) BARRIER 76 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 64,400.00 13,414.000 26,828.00 S) 77 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 35,400.00 7,519.000 22,557.00 S) 78 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 79 LIGHTING (TEMPORARY) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 80 LIGHTING (CITY STREET) LS 15,000.0000 15,000.00 0.600 9,000.00 S) 81 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 82 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 83 TRAFFIC MONITORING STATION (LOCATION 3) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 84 TRAFFIC MONITORING STATION (LOCATION 4) LS 15,000.0000 15,000.00 0.500 7,500.00 S) PROGRAM CAS145 PAGE 8 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TRAFFIC MONITORING STATION (LOCATION 5) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 86 TRAFFIC MONITORING STATION (LOCATION 6) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 87 TRAFFIC MONITORING STATION (LOCATION 7) LS 15,000.0000 15,000.00 0.500 7,500.00 S) 88 TRAFFIC MONITORING STATION (LOCATION 8) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 89 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 S) 90 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 100,000.0000 100,000.00 0.275 27,500.00 (TRUCK SCALE ALTERATIONS) 91 MODIFY LIGHTING AND SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.500 12,500.00 S) 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 ARCHITECTURAL TEXTURE M2 250.0000 8,750.00 35.000 8,750.00 (RETAINING WALL) PROGRAM CAS145 PAGE 9 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5314 TIME 04:45 PM ESTIMATE NO. 14 BID OPENING 04/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: MERCADO, MARTIN DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 870,528.55 21,695,480.28 ADJUSTMENT OF COMPENSATION 313,819.90 -40,849.68 EXTRA WORK 38,556.80 825,290.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,222,905.25 22,479,920.80 94 MOBILIZATION LS 2180,000.0000 2,180,000.00 1.000 2,180,000.00 ORIGINAL CONTRACT AMOUNT 26,520,142.50 TOTAL WORK COMPLETED 1,222,905.25 24,659,920.80 MATERIALS ON HAND ON SITE 65,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,900.00 TOTAL 1,222,905.25 24,709,020.80 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 06/24/08 330 07/10/08 07/10/08 12/31/09 286 52 0 0 89% 87% PROGRESS IS SATISFACTORY MERCADO, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/09