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 12/21/10 EST. NO.38 TIME 01:24 PM R.E. NAME: SILVA, RICK 05-402804 --------------------------------------------------------------------------- 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 0192 435.65 E.W. @ F.A.(+) 102010 N 0576 0 0196 476.29 110110 N SSS2 0 0197 1,241.18 111910 N SSSRS0 044 0009 1,494.99 E.W. @ F.A.(+) 092710 N 000895 053 0005 8,812.86 E.W. @ F.A.(+) 100710 N 000903 0006 607.45 101410 N 000910 0007 2,404.43 092810 N 905 0 0008 3,722.66 100610 N 000901 054 0005 4,344.63 E.W. @ F.A.(+) 100510 N 000908 055 0001 -5,047.19 A.C. @ L.S.(-) 120810 N CT1 0 18,492.95 TOTAL THIS ESTIMATE 955,016.95 TOTAL PREVIOUS ESTIMATE 973,509.90 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 12/21/10 EST. NO.38 TIME 01:24 PM R.E. NAME: SILVA, RICK 05-402804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED TEST SS 90-2 -132.05 14 ITEM#109 SEC 56-1.10 -5,000.00 19 PER SS DEDCT$7.20/M3 -1,512.00 19 PER SS SEC 90-2.02 -885.20 21 FAILED TEST-BR ITEM -365.76 28 0.00 -7,895.01 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 13 REL EST 13 10,000.00 14 MISS PAYROLLS -10,000.00 21 REL EST#21 10,000.00 22 MISS PAYROLLS -5,000.00 27 RECD PAYROLLS EST 27 5,000.00 28 MISS PAYROLLS -1,000.00 33 RECD PAYROLLS #33 1,000.00 34 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,895.01 PROGRAM CAS145 PAGE 1 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-101-45.2/45.7 ----------------------- 05-SLO-41-15.8/16.0 GRANITE CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN P. O. BOX 790 ATASCADERO AT VARIOUS LOCATIONS TEMPLETION CA 93465 FED. AID NO. N O N E INTERCHANGE IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.480 1,920.00 0.980 3,920.00 02 TIME-RELATED OVERHEAD WDAY 700.0000 441,000.00 700.000 490,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,200.00 299.700 2,997.00 04 300 MM TEMPORARY CULVERT M 100.0000 16,000.00 98.600 9,860.00 05 300 MM TEMPORARY CORRUGATED STEEL PIPE M 125.0000 2,875.00 4.300 537.50 06 300 MM TEMPORARY SLOTTED CORRUGATED M 200.0000 14,600.00 0.000 0.00 STEEL PIPE 07 TEMPORARY CAP INLET EA 900.0000 2,700.00 3.000 2,700.00 08 300 MM TEMPORARY ENTRANCE TAPER EA 150.0000 300.00 0.000 0.00 09 300 MM TEMPORARY FLARED END SECTION EA 150.0000 150.00 0.000 0.00 10 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 11 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 12 CONTAMINATED MATERIAL MONITORING LS 38,200.0000 38,200.00 1.000 38,200.00 13 TEMPORARY ROCK SLOPE PROTECTION M3 750.0000 1,500.00 0.000 0.00 14 TEMPORARY FIBER ROLL M 10.0000 22,600.00 1,493.500 14,935.00 15 TEMPORARY SILT FENCE M 15.0000 2,250.00 327.700 4,915.50 16 TEMPORARY GRAVEL BAG BERM M 75.0000 3,150.00 143.000 10,725.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 800.0000 6,400.00 8.000 6,400.00 18 TEMPORARY CHECK DAM M 20.0000 9,000.00 128.400 2,568.00 19 MOVE-IN/MOVE-OUT EA 300.0000 2,400.00 6.000 1,800.00 S) (TEMPORARY HYDRAULIC MULCH) (BONDED FIBER MATRIX) 20 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 11,600.00 34.000 6,800.00 21 TEMPORARY HYDRAULIC MULCH M2 1.1400 26,904.00 26,589.600 30,312.14 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000.00 23 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000.00 24 CONSTRUCTION AREA SIGNS LS 29,000.0000 29,000.00 0.100 2,900.00 1.000 29,000.00 S) 25 TRAFFIC CONTROL SYSTEM LS 1608,105.0000 1,608,105.00 1.000 1,608,105.00 S) 26 TYPE III BARRICADE EA 50.0000 6,000.00 58.000 2,900.00 S) 27 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 239.000 8,365.00 S) 28 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 29 TEMPORARY RAILING (TYPE K) M 14.5000 109,765.00 8,266.000 119,857.00 30 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 3,000.0000 24,000.00 15.000 45,000.00 S) 31 TEMPORARY CRASH CUSHION MODULE EA 250.0000 12,500.00 54.000 13,500.00 S) 32 ABANDON CULVERT EA 3,000.0000 12,000.00 4.000 12,000.00 33 REMOVE EXISTING 250 MM SEWER PIPE EA 8,000.0000 8,000.00 1.000 8,000.00 34 REMOVE FENCE M 62.0000 4,960.00 151.700 9,405.40 S) 35 REMOVE METAL BEAM GUARD RAILING M 32.0000 8,960.00 343.100 10,979.20 S) 36 REMOVE TERMINAL SYSTEM (TYPE SRT) EA 856.0000 2,568.00 5.000 4,280.00 S) 37 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.6000 20,664.00 1,667.500 9,338.00 S) STRIPE 38 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 42.0000 1,932.00 21.300 894.60 S) MARKING 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,640.00 2,795.200 5,590.40 S) 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 972.00 149.360 5,376.96 S) 41 REMOVE PAVEMENT MARKER EA 2.0000 1,180.00 404.000 808.00 S) 42 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 14.000 2,100.00 20.000 3,000.00 43 REMOVE OVERHEAD SIGN (BRIDGE-MOUNTED) EA 2,100.0000 8,400.00 3.000 6,300.00 S) 44 REMOVE SIGN STRUCTURE EA 3,150.0000 3,150.00 2.000 6,300.00 S) 45 REMOVE CULVERT M 60.0000 4,140.00 33.000 1,980.00 46 REMOVE INLET EA 900.0000 5,400.00 7.000 6,300.00 47 REMOVE HEADWALL EA 500.0000 500.00 2.000 1,000.00 48 REMOVE MANHOLE EA 3,500.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 REMOVE CONCRETE PAVEMENT M3 60.0000 52,200.00 498.360 29,901.60 50 SALVAGE METAL BRIDGE RAILING M 100.0000 19,900.00 193.000 19,300.00 51 RESET ROADSIDE SIGN EA 220.0000 2,640.00 3.000 660.00 52 RELOCATE ROADSIDE SIGN EA 192.0000 3,072.00 9.000 1,728.00 53 ADJUST INLET EA 2,000.0000 6,000.00 2.000 4,000.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 94,950.00 8,017.700 120,265.50 S) 55 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 4,400.00 914.400 4,572.00 56 CAP INLET EA 1,000.0000 2,000.00 2.000 2,000.00 57 BRIDGE REMOVAL LS 125,000.0000 125,000.00 1.000 125,000.00 58 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 59 ROADWAY EXCAVATION M3 35.0000 1,960,000.00 65,864.200 2,305,247.00 60 ROADWAY EXCAVATION (TYPE Z-2) M3 165.0000 204,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 24,700.0000 24,700.00 1.000 24,700.00 62 INSTRUMENTATION INSTALLATION AND LS 8,800.0000 8,800.00 1.000 8,800.00 MONITORING 63 ROADWAY EXCAVATION TONN 62.0000 68,200.00 0.000 0.00 (HYDROCARBON MATERIAL) 64 STRUCTURE EXCAVATION (BRIDGE) M3 70.0000 91,700.00 1,310.000 91,700.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 96,600.00 805.000 96,600.00 F) 66 CONCRETE BACKFILL M3 165.0000 51,150.00 274.060 45,219.90 67 IMPORTED BORROW M3 0.0100 145.00 3,410.000 34.10 68 IMPORTED TOPSOIL M3 25.0000 13,750.00 550.000 13,750.00 69 EROSION CONTROL (BLANKET) M2 6.0000 5,400.00 385.000 2,310.00 S) 70 STRAW (EROSION CONTROL) TONN 580.0000 5,220.00 3.910 2,267.80 S) 71 FIBER (EROSION CONTROL) KG 0.8000 4,000.00 2,237.000 1,789.60 S) 72 EROSION CONTROL (TYPE M) M3 80.0000 29,600.00 0.000 0.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 3.000 1,200.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 6,225.00 36.690 2,751.75 S) 75 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 2,250.00 671.400 1,007.10 S) PROGRAM CAS145 PAGE 4 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 960.00 139.700 419.10 S) 77 NPS 3 SUPPLY LINE (BRIDGE) M 230.0000 32,890.00 154.400 35,512.00 78 100 MM PLASTIC PIPE (PR 315) CONDUIT M 130.0000 5,070.00 21.600 2,808.00 79 250 MM CORRUGATED HIGH DENSITY M 175.0000 33,250.00 209.500 36,662.50 POLYETHYLENE PIPE CONDUIT 80 250 MM WELDED STEEL PIPE CONDUIT M 550.0000 18,150.00 0.000 0.00 (6.35 MM THICK) 81 BOLLARD EA 1,900.0000 38,000.00 20.000 38,000.00 S) 82 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 83 CLASS 2 AGGREGATE BASE M3 80.0000 984,000.00 12,300.000 984,000.00 84 SLURRY SEAL TONN 360.0000 115,200.00 301.160 108,417.60 85 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,780,000.00 17,454.920 1,745,492.00 86 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 13,500.00 439.680 19,785.60 AREA) 87 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 960.00 144.800 868.80 88 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 228.00 64.900 389.40 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 5,160.00 881.200 5,287.20 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 2,460.00 288.100 1,728.60 91 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 84.00 8.620 8.62 92 CRACK EXISTING CONCRETE PAVEMENT M2 6.0000 27,720.00 4,546.900 27,281.40 93 FURNISH PILING (CLASS 900) M 95.0000 252,035.00 2,652.600 251,997.00 (ALTERNATIVE W) 94 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,400.0000 193,200.00 138.000 193,200.00 S) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 95,000.0000 95,000.00 1.000 95,000.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 420.0000 89,040.00 212.000 89,040.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 1,612.0000 2,224,560.00 1,380.000 2,224,560.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 191,250.00 256.800 192,600.00 F) (TYPE N) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 3,200.0000 99,200.00 34.480 110,336.00 F) 00 ARCHITECTURAL TREATMENT M2 116.0000 39,440.00 340.000 39,440.00 F) (USED BRICK TEXTURE) 01 FLUTED RIB TEXTURE M2 155.0000 620.00 4.000 620.00 F) 02 DRILL AND BOND DOWEL M 190.0000 8,550.00 45.000 8,550.00 PROGRAM CAS145 PAGE 5 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 REFINISH BRIDGE DECK M2 900.0000 1,800.00 0.000 0.00 04 JOINT SEAL (MR 40 MM) M 180.0000 16,740.00 93.300 16,794.00 S) 05 BAR REINFORCING STEEL KG 3.0000 10,611.00 3,537.000 10,611.00 SF) 06 BAR REINFORCING STEEL (BRIDGE) KG 2.4500 529,200.00 216,854.000 531,292.30 SF) 07 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 21.0000 4,977.00 237.000 4,977.00 F) WITH WALKWAY) 08 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 40.0000 9,480.00 237.000 9,480.00 SF)WITH WALKWAY) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 74,228.00 6,748.000 74,228.00 F) 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,748.00 6,748.000 6,748.00 SF) 11 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 2,250.00 14.380 2,157.00 S) 12 FURNISH LAMINATED PANEL SIGN M2 200.0000 1,200.00 5.000 1,000.00 S) (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 193.0000 1,351.00 6.570 1,268.01 S) (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 193.0000 2,123.00 10.580 2,041.94 S) (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 303.0000 3,636.00 11.620 3,520.86 S) (1.6 MM-FRAMED) 16 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 35,000.00 6.700 33,500.00 CONCRETE PILE (SIGN FOUNDATION) 17 ROADSIDE SIGN - ONE POST EA 310.0000 4,650.00 30.000 9,300.00 18 INSTALL SIGN PANEL (BRIDGE MOUNTED) EA 550.0000 1,100.00 2.000 1,100.00 19 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 4.000 800.00 EXISTING POST 20 INSTALL COMMUNITY IDENTIFIER EA 550.0000 1,100.00 2.000 1,100.00 21 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 800.0000 800.00 1.000 800.00 LAMINATED WOOD BOX POST 22 PREPARE AND PAINT CONCRETE M2 30.0000 10,200.00 300.370 9,011.10 S) 23 900 MM REINFORCED CONCRETE PIPE M 490.0000 68,600.00 127.700 62,573.00 24 450 MM REINFORCED CONCRETE PIPE M 360.0000 144,000.00 370.200 133,272.00 (CLASS V) 25 600 MM REINFORCED CONCRETE PIPE M 350.0000 6,300.00 26.100 9,135.00 (CLASS V) 26 450 MM CORRUGATED STEEL PIPE M 300.0000 7,200.00 13.900 4,170.00 (2.01 MM THICK) 27 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 225.0000 5,400.00 0.000 0.00 28 FLUME DOWNDRAIN M 200.0000 4,400.00 22.400 4,480.00 29 TAPERED INLET EA 175.0000 350.00 3.000 525.00 PROGRAM CAS145 PAGE 6 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 300 MM ANCHOR ASSEMBLY EA 150.0000 900.00 7.000 1,050.00 31 WELDED STEEL PIPE CASING (BRIDGE) M 460.0000 21,620.00 47.600 21,896.00 32 450 MM STEEL FLARED END SECTION EA 225.0000 450.00 1.000 225.00 33 900 MM CONCRETE FLARED END SECTION EA 400.0000 400.00 1.000 400.00 34 900 MM PRECAST CONCRETE PIPE MANHOLE EA 1,000.0000 3,000.00 0.000 0.00 35 MANHOLE EA 6,000.0000 30,000.00 5.000 30,000.00 36 ROCK SLOPE PROTECTION M3 300.0000 2,400.00 13.140 3,942.00 (BACKING NO. 2, METHOD B) 37 SLOPE PAVING (EXPOSED AGGREGATE) M3 440.0000 30,800.00 70.000 30,800.00 F) 38 MINOR CONCRETE (MISCELLANEOUS M3 900.0000 297,000.00 342.520 308,268.00 CONSTRUCTION) 39 MISCELLANEOUS IRON AND STEEL KG 4.0000 16,232.00 3,616.000 14,464.00 SF) 40 MANHOLE FRAME AND COVER EA 200.0000 1,000.00 5.000 1,000.00 S) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 134.0000 10,184.00 1.800 241.20 203.100 27,215.40 S) 42 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 920.0000 1,840.00 3.000 2,760.00 S) 43 SURVEY MONUMENT (TYPE D) EA 1,000.0000 16,000.00 2.000 2,000.00 44 DELINEATOR (CLASS 1) EA 30.0000 1,890.00 56.000 1,680.00 45 METAL BEAM GUARD RAILING (STEEL POST) M 90.0000 45,000.00 492.900 44,361.00 S) 46 CONCRETE BARRIER (TYPE 25 MODIFIED) M 520.0000 61,880.00 131.000 68,120.00 F) 47 SINGLE THRIE BEAM BARRIER (STEEL POST) M 104.0000 91,520.00 852.900 88,701.60 S) 48 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 205.0000 2,460.00 15.200 3,116.00 S) 49 TRANSITION RAILING (TYPE STB) EA 3,884.0000 3,884.00 1.000 3,884.00 S) 50 TRANSITION RAILING (TYPE WB) EA 3,884.0000 7,768.00 2.000 7,768.00 S) 51 TRANSITION RAILING (TYPE DTB) EA 4,022.0000 8,044.00 2.000 8,044.00 S) 52 RETURN CAP (TYPA A) EA 260.0000 260.00 1.000 260.00 S) 53 END CAP (TYPE A) EA 260.0000 1,040.00 5.000 1,300.00 S) 54 END ANCHOR ASSEMBLY (TYPE SFT) EA 778.0000 7,780.00 10.000 7,780.00 S) 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,829.0000 11,487.00 3.000 11,487.00 S) 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,760.0000 5,520.00 2.000 5,520.00 S) PROGRAM CAS145 PAGE 7 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 ALTERNATIVE CRASH CUSHION EA 20,000.0000 40,000.00 2.000 40,000.00 S) 58 CONCRETE BARRIER (TYPE 60SA MOD) M 335.0000 23,115.00 69.000 23,115.00 F) 59 CONCRETE BARRIER (TYPE 60E) M 620.0000 29,140.00 45.300 28,086.00 60 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 9,900.00 453.540 9,977.88 S) 61 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 15,100.00 16,290.100 16,290.10 S) (SPRAYABLE) 62 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,540.00 712.000 1,424.00 S) 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6000 4,784.00 1,099.000 5,055.40 S) 64 SIGNAL AND LIGHTING (TEMPORARY) LS 216,200.0000 216,200.00 0.000 0.00 S) 65 EMERGENCY VEHICLE DETECTOR SYSTEM LS 9,800.0000 9,800.00 1.000 9,800.00 S) 66 LIGHTING (PEDESTRIAN) LS 53,800.0000 53,800.00 1.000 53,800.00 S) 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,750.0000 20,750.00 1.000 20,750.00 S) 68 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,900.0000 1,900.00 1.000 1,900.00 S) (TEMPORARY) 69 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 93,400.0000 93,400.00 1.000 93,400.00 S) 70 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 137,000.0000 137,000.00 1.000 137,000.00 S) 71 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 121,300.0000 121,300.00 1.000 121,300.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,500.0000 115,500.00 1.000 115,500.00 S) PROGRAM CAS145 PAGE 8 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 01:24 PM ESTIMATE NO. 38 BID OPENING 08/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,161.20 14,194,082.46 ADJUSTMENT OF COMPENSATION -5,047.19 242,745.76 EXTRA WORK 23,540.14 730,764.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,654.15 15,167,592.36 73 MOBILIZATION LS 1500,000.0000 1,500,000.00 1.000 1,500,000.00 ORIGINAL CONTRACT AMOUNT 15,896,576.00 TOTAL WORK COMPLETED 25,654.15 16,667,592.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,895.01 TOTAL 25,654.15 16,659,697.35 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 09/24/07 690 11/05/07 10/09/07 01/20/11 700 94 10 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H *** SUSPENDED ON 12/10/10. SILVA, RICK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/10