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 12/19/08 EST. NO.14 TIME 02:40 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/19/08 EST. NO.14 TIME 02:40 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 -132.05 -132.05 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 13 REL EST 13 10,000.00 14 10,000.00 0.00 TOTAL DEDUCTIONS 9,867.95 -132.05 PROGRAM CAS145 PAGE 1 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 LOCATION 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 0.500 2,000.00 02 TIME-RELATED OVERHEAD WDAY 700.0000 441,000.00 19.000 13,300.00 264.000 184,800.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,200.00 186.300 1,863.00 04 300 MM TEMPORARY CULVERT M 100.0000 16,000.00 87.000 8,700.00 05 300 MM TEMPORARY CORRUGATED STEEL PIPE M 125.0000 2,875.00 0.000 0.00 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 1.000 900.00 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 0.032 160.00 0.440 2,200.00 11 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.013 65.00 0.676 3,380.00 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 79.500 795.00 507.100 5,071.00 15 TEMPORARY SILT FENCE M 15.0000 2,250.00 114.000 1,710.00 299.700 4,495.50 16 TEMPORARY GRAVEL BAG BERM M 75.0000 3,150.00 37.300 2,797.50 129.700 9,727.50 17 TEMPORARY CONSTRUCTION ENTRANCE EA 800.0000 6,400.00 1.000 800.00 6.000 4,800.00 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 1.000 300.00 4.000 1,200.00 S) (TEMPORARY HYDRAULIC MULCH) (BONDED FIBER MATRIX) 20 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 11,600.00 15.000 3,000.00 21 TEMPORARY HYDRAULIC MULCH M2 1.1400 26,904.00 4,032.000 4,596.48 14,395.600 16,410.98 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.032 2,400.00 0.440 33,000.00 23 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.032 320.00 0.440 4,400.00 24 CONSTRUCTION AREA SIGNS LS 29,000.0000 29,000.00 0.400 11,600.00 S) 25 TRAFFIC CONTROL SYSTEM LS 1608,105.0000 1,608,105.00 0.032 51,459.36 0.440 707,566.20 S) 26 TYPE III BARRICADE EA 50.0000 6,000.00 46.000 2,300.00 S) 27 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 172.000 6,020.00 S) 28 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.032 960.00 0.440 13,200.00 S) 29 TEMPORARY RAILING (TYPE K) M 14.5000 109,765.00 3,230.700 46,845.15 30 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 3,000.0000 24,000.00 8.000 24,000.00 S) 31 TEMPORARY CRASH CUSHION MODULE EA 250.0000 12,500.00 48.000 12,000.00 S) 32 ABANDON CULVERT EA 3,000.0000 12,000.00 0.000 0.00 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 4,960.00 139.500 8,649.00 S) 35 REMOVE METAL BEAM GUARD RAILING M 32.0000 8,960.00 198.200 6,342.40 S) 36 REMOVE TERMINAL SYSTEM (TYPE SRT) EA 856.0000 2,568.00 3.000 2,568.00 S) 37 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.6000 20,664.00 0.000 0.00 S) STRIPE 38 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 42.0000 1,932.00 0.000 0.00 S) MARKING 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,640.00 0.000 0.00 S) 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 36.0000 972.00 8.900 320.40 S) 41 REMOVE PAVEMENT MARKER EA 2.0000 1,180.00 0.000 0.00 S) 42 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 1.000 150.00 43 REMOVE OVERHEAD SIGN (BRIDGE-MOUNTED) EA 2,100.0000 8,400.00 1.000 2,100.00 S) 44 REMOVE SIGN STRUCTURE EA 3,150.0000 3,150.00 1.000 3,150.00 S) 45 REMOVE CULVERT M 60.0000 4,140.00 11.000 660.00 46 REMOVE INLET EA 900.0000 5,400.00 3.000 2,700.00 47 REMOVE HEADWALL EA 500.0000 500.00 0.000 0.00 48 REMOVE MANHOLE EA 3,500.0000 3,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.800 1,608.00 455.670 27,340.20 50 SALVAGE METAL BRIDGE RAILING M 100.0000 19,900.00 97.000 9,700.00 51 RESET ROADSIDE SIGN EA 220.0000 2,640.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN EA 192.0000 3,072.00 0.000 0.00 53 ADJUST INLET EA 2,000.0000 6,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 94,950.00 964.400 14,466.00 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 1.000 1,000.00 57 BRIDGE REMOVAL LS 125,000.0000 125,000.00 0.500 62,500.00 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 26,364.200 922,747.00 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 91,700.00 943.200 66,024.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 96,600.00 146.000 17,520.00 F) 66 CONCRETE BACKFILL M3 165.0000 51,150.00 104.010 17,161.65 67 IMPORTED BORROW M3 0.0100 145.00 3,410.000 34.10 68 IMPORTED TOPSOIL M3 25.0000 13,750.00 0.000 0.00 69 EROSION CONTROL (BLANKET) M2 6.0000 5,400.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 580.0000 5,220.00 0.000 0.00 S) 71 FIBER (EROSION CONTROL) KG 0.8000 4,000.00 0.000 0.00 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 0.000 0.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 6,225.00 0.000 0.00 S) 75 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 2,250.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 77 NPS 3 SUPPLY LINE (BRIDGE) M 230.0000 32,890.00 0.000 0.00 78 100 MM PLASTIC PIPE (PR 315) CONDUIT M 130.0000 5,070.00 0.000 0.00 79 250 MM CORRUGATED HIGH DENSITY M 175.0000 33,250.00 64.100 11,217.50 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 0.000 0.00 S) 82 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 83 CLASS 2 AGGREGATE BASE M3 80.0000 984,000.00 6,452.500 516,200.00 84 SLURRY SEAL TONN 360.0000 115,200.00 0.000 0.00 85 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,780,000.00 5,142.500 514,250.00 86 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 13,500.00 212.300 9,553.50 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 0.000 0.00 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 5,160.00 0.000 0.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 2,460.00 0.000 0.00 91 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 84.00 0.000 0.00 92 CRACK EXISTING CONCRETE PAVEMENT M2 6.0000 27,720.00 2,170.900 13,025.40 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 43.000 60,200.00 100.000 140,000.00 S) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 95,000.0000 95,000.00 0.270 25,650.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 420.0000 89,040.00 100.400 42,168.00 150.500 63,210.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 1,612.0000 2,224,560.00 13.800 22,245.60 334.200 538,730.40 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 191,250.00 49.000 36,750.00 F) (TYPE N) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 3,200.0000 99,200.00 19.840 63,488.00 F) 00 ARCHITECTURAL TREATMENT M2 116.0000 39,440.00 61.200 7,099.20 F) (USED BRICK TEXTURE) 01 FLUTED RIB TEXTURE M2 155.0000 620.00 0.000 0.00 F) 02 DRILL AND BOND DOWEL M 190.0000 8,550.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 05 BAR REINFORCING STEEL KG 3.0000 10,611.00 1,824.000 5,472.00 SF) 06 BAR REINFORCING STEEL (BRIDGE) KG 2.4500 529,200.00 15,494.700 37,962.02 65,085.900 159,460.46 SF) 07 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 21.0000 4,977.00 0.000 0.00 F) WITH WALKWAY) 08 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 40.0000 9,480.00 0.000 0.00 SF)WITH WALKWAY) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 74,228.00 0.000 0.00 F) 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,748.00 0.000 0.00 SF) 11 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 2,250.00 0.000 0.00 S) 12 FURNISH LAMINATED PANEL SIGN M2 200.0000 1,200.00 0.000 0.00 S) (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 193.0000 1,351.00 0.000 0.00 S) (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 193.0000 2,123.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 303.0000 3,636.00 0.000 0.00 S) (1.6 MM-FRAMED) 16 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 35,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 17 ROADSIDE SIGN - ONE POST EA 310.0000 4,650.00 0.000 0.00 18 INSTALL SIGN PANEL (BRIDGE MOUNTED) EA 550.0000 1,100.00 0.000 0.00 19 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST 20 INSTALL COMMUNITY IDENTIFIER EA 550.0000 1,100.00 0.000 0.00 21 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 800.0000 800.00 0.000 0.00 LAMINATED WOOD BOX POST 22 PREPARE AND PAINT CONCRETE M2 30.0000 10,200.00 0.000 0.00 S) 23 900 MM REINFORCED CONCRETE PIPE M 490.0000 68,600.00 127.300 62,377.00 24 450 MM REINFORCED CONCRETE PIPE M 360.0000 144,000.00 137.300 49,428.00 (CLASS V) 25 600 MM REINFORCED CONCRETE PIPE M 350.0000 6,300.00 17.500 6,125.00 (CLASS V) 26 450 MM CORRUGATED STEEL PIPE M 300.0000 7,200.00 8.700 2,610.00 (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 0.000 0.00 29 TAPERED INLET EA 175.0000 350.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 31 WELDED STEEL PIPE CASING (BRIDGE) M 460.0000 21,620.00 0.000 0.00 32 450 MM STEEL FLARED END SECTION EA 225.0000 450.00 0.000 0.00 33 900 MM CONCRETE FLARED END SECTION EA 400.0000 400.00 0.000 0.00 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 0.000 0.00 (BACKING NO. 2, METHOD B) 37 SLOPE PAVING (EXPOSED AGGREGATE) M3 440.0000 30,800.00 0.000 0.00 F) 38 MINOR CONCRETE (MISCELLANEOUS M3 900.0000 297,000.00 84.850 76,365.00 CONSTRUCTION) 39 MISCELLANEOUS IRON AND STEEL KG 4.0000 16,232.00 1,362.000 5,448.00 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 0.000 0.00 S) 42 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 920.0000 1,840.00 0.000 0.00 S) 43 SURVEY MONUMENT (TYPE D) EA 1,000.0000 16,000.00 0.000 0.00 44 DELINEATOR (CLASS 1) EA 30.0000 1,890.00 0.000 0.00 45 METAL BEAM GUARD RAILING (STEEL POST) M 90.0000 45,000.00 0.000 0.00 S) 46 CONCRETE BARRIER (TYPE 25 MODIFIED) M 520.0000 61,880.00 0.000 0.00 F) 47 SINGLE THRIE BEAM BARRIER (STEEL POST) M 104.0000 91,520.00 0.000 0.00 S) 48 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 205.0000 2,460.00 0.000 0.00 S) 49 TRANSITION RAILING (TYPE STB) EA 3,884.0000 3,884.00 0.000 0.00 S) 50 TRANSITION RAILING (TYPE WB) EA 3,884.0000 7,768.00 0.000 0.00 S) 51 TRANSITION RAILING (TYPE DTB) EA 4,022.0000 8,044.00 0.000 0.00 S) 52 RETURN CAP (TYPA A) EA 260.0000 260.00 0.000 0.00 S) 53 END CAP (TYPE A) EA 260.0000 1,040.00 0.000 0.00 S) 54 END ANCHOR ASSEMBLY (TYPE SFT) EA 778.0000 7,780.00 0.000 0.00 S) 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,829.0000 11,487.00 0.000 0.00 S) 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,760.0000 5,520.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 58 CONCRETE BARRIER (TYPE 60SA MOD) M 335.0000 23,115.00 0.000 0.00 F) 59 CONCRETE BARRIER (TYPE 60E) M 620.0000 29,140.00 0.000 0.00 60 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 9,900.00 0.000 0.00 S) 61 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 15,100.00 2,101.900 2,101.90 S) (SPRAYABLE) 62 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,540.00 136.000 272.00 S) 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6000 4,784.00 75.000 345.00 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 0.000 0.00 S) 66 LIGHTING (PEDESTRIAN) LS 53,800.0000 53,800.00 0.000 0.00 S) 67 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,750.0000 20,750.00 0.000 0.00 S) 68 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,900.0000 1,900.00 0.000 0.00 S) (TEMPORARY) 69 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 93,400.0000 93,400.00 0.750 70,050.00 S) 70 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 137,000.0000 137,000.00 0.900 123,300.00 S) 71 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 121,300.0000 121,300.00 0.100 12,130.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,500.0000 115,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 12/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-402804 TIME 02:40 PM ESTIMATE NO. 14 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 12/20/08 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 243,846.96 5,239,976.24 ADJUSTMENT OF COMPENSATION 0.00 131,694.82 EXTRA WORK 0.00 368,576.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 243,846.96 5,740,247.09 73 MOBILIZATION LS 1500,000.0000 1,500,000.00 0.950 1,425,000.00 ORIGINAL CONTRACT AMOUNT 15,896,576.00 TOTAL WORK COMPLETED 243,846.96 7,165,247.09 MATERIALS ON HAND ON SITE 24,776.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,867.95 -132.05 TOTAL 253,714.91 7,189,891.07 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 09/21/10 262 36 8 0 44% 38% PROGRESS IS SATISFACTORY SILVA, RICK RESIDENT ENGINEER PROGRAM CAS145 PAGE 25 DATE 12/19/08