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 09/24/09 EST. NO.17 TIME 11:50 AM R.E. NAME: ZINK, PHIL 03-4A7004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0004 275.00 E.W. @ F.A.(+) 083109 N 0964.0 004 0015 600.00 E.W. @ F.A.(+) 082509 N 0968.0 017 0019 7,375.39 E.W. @ F.A.(+) 071509 N 0911.0 0020 953.92 080409 N 0945.0 0021 992.25 080509 N 0947.0 0022 2,207.74 080609 N 0950.0 0023 715.45 080709 N 0954.0 0024 3,590.59 081009 N 0955.0 0025 2,805.27 081009 N 0956.0 0026 7,316.13 081109 N 0958.0 0027 11,141.76 081209 N 0960.0 0029 267,468.23 E.W. @ U.P (+) 091709 N 01 0 032 0004 1,732.72 E.W. @ U.P (+) 091709 N 04 0 307,174.45 TOTAL THIS ESTIMATE 779,928.97 TOTAL PREVIOUS ESTIMATE 1,087,103.42 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 09/24/09 EST. NO.17 TIME 11:50 AM R.E. NAME: ZINK, PHIL 03-4A7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPEN LN CLSR -3,780.00 04 LATE REOPEN LANE CLO -44,478.00 05 AGGREGATE SUBBASE -2,200.00 07 LANE REOPENING 47,248.00 07 OUT OF SPEC AGGREGAT -2,729.64 07 0.00 -5,939.64 EQUAL EMPLOYMENT OPPORTUNITY INCOMPLETE FHWA1391 -10,000.00 04 COMPLETE FHWA1391 10,000.00 07 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 03 PER LTR DATED 8/08 -10,000.00 04 PER LTR DATED 9/08 -10,000.00 05 PER LTR DATED 10/08 -10,000.00 06 PER LTR DATED 11/08 -6,000.00 07 PER LTR DATED 12/08 -10,000.00 08 PER LTR DATED 1/09 -7,000.00 09 PER LTR DATED 2/09 -4,000.00 10 PER LTR DATED 3/09 -2,000.00 11 PER LTR DATED 4/09 -7,000.00 12 RETURN 1/09 DEDUCT 7,000.00 12 7/16/09 -10,000.00 15 7/16/09 49,000.00 15 PER LTR DATED 8/09 -4,000.00 16 RETURN 7/09 DEDUCT 10,000.00 16 PER LTR DATED 9/09 -8,000.00 17 -8,000.00 -32,000.00 OVERBID ITEMS OVERBID ITEM NO. 174 -199.23 02 OVERBID ITEM NO. 174 -53.13 03 OVERBID ITEM NO. 174 -13.29 05 0.00 -265.65 TOTAL DEDUCTIONS -8,000.00 -38,205.29 PROGRAM CAS145 PAGE 1 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 LOCATION PROGRESS ESTIMATE 03-PLA-80-54.4/56.4 ----------------- F C I CONSTRUCTORS INC IN PLACER COUNTY AT EMIGRANT GAP 2100 GOODYEAR ROAD FROM 0.4 KM WEST OF PUTTS LAKE BENICIA CA 94510 UNDERCROSSING TO 0.2 KM EAST OF CARPENTER FLAT UNDERCROSSING FED. AID NO. ACIM-080-4(186) REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 5,625.00 02 TIME-RELATED OVERHEAD WDAY 4,500.0000 990,000.00 20.000 90,000.00 208.000 936,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 95,000.0000 95,000.00 0.091 8,645.00 0.946 89,870.00 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.036 144.00 0.878 3,512.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 14.0000 41,160.00 358.140 5,013.96 3,222.800 45,119.20 06 TEMPORARY SILT FENCE M 13.0000 5,460.00 436.640 5,676.32 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 18,000.00 6.000 18,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 0.000 0.00 09 TEMPORARY COVER M2 5.0000 9,000.00 64.000 320.00 10 TEMPORARY CHECK DAM M 55.0000 2,475.00 24.100 1,325.50 11 MOVE-IN/MOVE-OUT EA 400.0000 2,000.00 3.000 1,200.00 S) (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,400.00 13.000 5,200.00 13 TEMPORARY HYDRAULIC MULCH M2 1.6200 4,050.00 2,500.000 4,050.00 S) (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 100,000.0000 100,000.00 0.091 9,100.00 0.946 94,600.00 15 MIGRATORY BIRD AND BAT PROTECTION LS 55,000.0000 55,000.00 0.046 2,530.00 0.973 53,515.00 16 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.593 8,895.00 S) 17 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.091 15,925.00 0.946 165,550.00 S) 18 TYPE III BARRICADE EA 300.0000 5,400.00 26.000 7,800.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 11.0000 154.00 0.000 0.00 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.1600 31,418.80 0.000 0.00 21 TEMPORARY DRAINAGE INLET COVER EA 1,700.0000 20,400.00 13.000 22,100.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0700 58,208.00 46,501.800 49,756.93 PROGRAM CAS145 PAGE 2 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUMS EA 125.0000 18,750.00 225.000 28,125.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 38,000.0000 38,000.00 0.091 3,458.00 0.946 35,948.00 S) 25 TEMPORARY RAILING (TYPE K) M 42.0000 308,280.00 7,375.900 309,787.80 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 9,000.0000 9,000.00 1.000 9,000.00 27 ABANDON CULVERT M 65.0000 2,405.00 107.100 6,961.50 28 REMOVE CHAIN LINK FENCE M 15.0000 6,000.00 406.460 6,096.90 29 REMOVE METAL BEAM GUARD RAILING M 17.0000 39,440.00 2,307.300 39,224.10 30 REMOVE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 31 REMOVE PAINTED TRAFFIC STRIPE M 3.2000 133,120.00 22,065.100 70,608.32 32 REMOVE PAINTED PAVEMENT MARKING M2 61.0000 854.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 50.0000 950.00 2.000 100.00 19.000 950.00 34 REMOVE ASPHALT CONCRETE DIKE M 33.0000 101,310.00 3,070.000 101,310.00 35 REMOVE PIPE RISER EA 900.0000 900.00 1.000 900.00 36 REMOVE INLET EA 360.0000 4,320.00 12.000 4,320.00 37 REMOVE DOWNDRAIN M 150.0000 8,400.00 65.000 9,750.00 38 REMOVE MASONRY WALL M2 105.0000 4,305.00 41.000 4,305.00 39 REMOVE CONCRETE PAVEMENT AND BASE M3 50.0000 81,000.00 1,709.900 85,495.00 40 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 109,600.00 5,193.680 103,873.60 41 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 800.0000 9,600.00 13.000 10,400.00 42 SALVAGE DOUBLE THRIE BEAM BARRIER M 24.0000 37,200.00 1,532.000 36,768.00 43 RESET ROADSIDE SIGN EA 140.0000 3,360.00 7.000 980.00 17.000 2,380.00 44 RELOCATE ROADSIDE SIGN EA 140.0000 1,120.00 3.000 420.00 8.000 1,120.00 45 400 MM PLASTIC PIPE-LINER M 1,100.0000 55,000.00 21.000 23,100.00 30.000 33,000.00 46 525 MM PLASTIC PIPE-LINER M 1,350.0000 102,600.00 32.320 43,632.00 46.000 62,100.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 27.0000 36,990.00 837.100 22,601.70 S) 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 7,600.00 237.500 9,500.00 S) AND BASE 49 REMOVE CONCRETE M3 60.0000 12,600.00 220.100 13,206.00 PROGRAM CAS145 PAGE 3 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE PORTABLE CONCRETE BARRIER M 9.0000 4,230.00 470.000 4,230.00 (TYPE 60K) 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.0000 7,285.00 1,457.000 7,285.00 1,457.000 7,285.00 52 CAP INLET EA 800.0000 5,600.00 7.000 5,600.00 53 REMOVE CRASH CUSHION (TYPE CAT) EA 3,500.0000 3,500.00 1.000 3,500.00 54 BRIDGE REMOVAL LS 125,000.0000 125,000.00 1.000 125,000.00 55 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 56 ROADWAY EXCAVATION M3 53.0000 163,240.00 2,582.920 136,894.76 57 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.023 46.00 0.987 1,974.00 58 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.046 92.00 0.973 1,946.00 59 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 98,500.00 985.000 98,500.00 F) 60 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 10,700.00 107.000 10,700.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 26,700.00 362.246 27,168.45 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 62,000.00 620.000 62,000.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 21,900.00 21.900 2,190.00 219.000 21,900.00 F) 64 IMPORTED BORROW M3 38.0000 360,620.00 43.146 1,639.55 9,479.226 360,210.59 65 EROSION CONTROL (BLANKET) M2 2.5000 2,350.00 940.000 2,350.00 956.500 2,391.25 S) 66 EROSION CONTROL (TYPE D) M2 1.3700 16,440.00 9,329.500 12,781.42 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 6.0000 36.00 2.000 12.00 S) 68 CLASS 2 AGGREGATE SUBBASE M3 47.0000 120,790.00 3,489.000 163,983.00 69 CLASS 2 AGGREGATE BASE M3 75.0000 118,500.00 1,721.950 129,146.25 70 AGGREGATE BASE (APPROACH SLAB) M3 170.0000 11,220.00 66.000 11,220.00 71 LEAN CONCRETE BASE M3 180.0000 322,200.00 2,138.420 384,915.60 72 REPLACE ASPHALT CONCRETE SURFACING M3 140.0000 700.00 5.000 700.00 73 ASPHALT CONCRETE (TYPE A) TONN 93.0000 3,785,100.00 16.500 1,534.50 36,860.431 3,428,020.08 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 220.0000 2,200.00 26.000 5,720.00 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.2500 253.75 35.000 253.75 76 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.2500 2,900.00 388.000 2,813.00 PROGRAM CAS145 PAGE 4 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.2500 10,077.50 531.300 3,851.93 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,300.0000 32,500.00 0.190 247.00 23.719 30,834.70 79 CONCRETE PAVEMENT M3 264.0000 5,332,800.00 315.503 83,292.79 20,134.850 5,315,600.40 80 SHOULDER RUMBLE STRIP STA 500.0000 34,500.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 81 SEAL PAVEMENT JOINT M 7.0000 177,800.00 1,392.830 9,749.81 23,463.740 164,246.18 82 GRIND EXISTING CONCRETE M2 12.5000 5,500.00 0.000 0.00 S) PAVEMENT 83 FURNISH STEEL PILING (HP 250 X 85) M 165.0000 85,470.00 515.408 85,042.32 84 DRIVE STEEL PILE (HP 250 X 85) EA 2,500.0000 200,000.00 80.000 200,000.00 S) 85 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 92,500.00 185.000 92,500.00 F) 86 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 396,200.00 561.379 392,965.30 F) 87 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 117,600.00 168.000 117,600.00 F) 88 STRUCTURAL CONCRETE, APPROACH SLAB M3 925.0000 89,725.00 47.000 43,475.00 97.000 89,725.00 F) (TYPE N) 89 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 142,800.00 164.660 139,961.00 (TYPE R) 90 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 187,250.00 115.760 202,580.00 F) 91 MINOR CONCRETE (SNO GO) M3 997.0000 7,976.00 8.000 7,976.00 8.000 7,976.00 92 PAVING NOTCH EXTENSION M3 5,500.0000 24,750.00 3.944 21,692.00 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,200.0000 112,000.00 10.000 112,000.00 S) GIRDER (20 M - 25 M) 94 ERECT PRECAST PRESTRESSED CONCRETE EA 2,650.0000 26,500.00 10.000 26,500.00 S) GIRDER 95 FURNISH POLYESTER CONCRETE OVERLAY M3 3,217.0000 96,510.00 32.364 104,114.99 32.364 104,114.99 96 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 29,140.00 1,457.000 29,140.00 1,457.000 29,140.00 F) 97 MASONRY WALL M2 2,653.0000 63,672.00 32.900 87,283.70 98 CHAIN AND BOLT ASSEMBLY (MASONRY WALL) EA 250.0000 3,000.00 12.000 3,000.00 99 JOINT SEAL (MR 15 MM) M 150.0000 14,850.00 0.000 0.00 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 136,667.50 2,317.000 5,792.50 54,667.000 136,667.50 SF) 01 BAR REINFORCING STEEL (RETAINING WALL) KG 4.1100 24,146.25 5,875.000 24,146.25 SF) 02 BAR REINFORCING STEEL (EPOXY COATED) KG 2.8000 54,012.00 19,290.000 54,012.00 SF)(BRIDGE) 03 FURNISH LAMINATED PANEL SIGN M2 250.0000 6,500.00 20.070 5,017.50 25.650 6,412.50 S) (25.4 MM-TYPE B) PROGRAM CAS145 PAGE 5 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 1,785.00 6.180 648.90 14.320 1,503.60 S) (1.6 MM-UNFRAMED) 05 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 4,025.00 4.380 503.70 15.530 1,785.95 S) (2.0 MM-UNFRAMED) 06 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 1,015.00 1.630 236.35 6.880 997.60 S) (1.6 MM-FRAMED) 07 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,485.00 5.210 859.65 8.140 1,343.10 S) (2.0 MM-FRAMED) 08 ROADSIDE SIGN - ONE POST EA 240.0000 7,680.00 8.000 1,920.00 24.000 5,760.00 09 ROADSIDE SIGN - TWO POST EA 280.0000 2,800.00 5.000 1,400.00 10.000 2,800.00 10 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 3,600.00 1.000 3,600.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 78.0000 390.00 1.000 78.00 3.000 234.00 METHOD) 12 INSTALL ROADSIDE SIGN EA 2,100.0000 2,100.00 1.000 2,100.00 1.000 2,100.00 (LAMINATED WOOD BOX POST) 13 300 MM ALTERNATIVE PIPE CULVERT M 1,750.0000 875.00 1.000 1,750.00 14 450 MM ALTERNATIVE PIPE CULVERT M 255.0000 33,150.00 129.490 33,019.95 15 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 13,650.00 156.400 50,830.00 16 600 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 69.500 31,275.00 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 6,600.00 110.000 6,600.00 18 450 MM ENTRANCE TAPER EA 800.0000 1,600.00 2.000 1,600.00 19 450 MM ANCHOR ASSEMBLY EA 355.0000 2,485.00 6.000 2,130.00 20 600 MM ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 21 450 MM ALTERNATIVE PIPE DOWNDRAIN M 450.0000 10,800.00 24.000 10,800.00 22 450 MM CORRUGATED STEEL PIPE ENERGY EA 1,300.0000 1,300.00 1.000 1,300.00 DISSIPATOR (1.63 MM THICK) 23 WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 8,400.00 24.000 8,400.00 24 600 MM CONCRETE FLARED END SECTION EA 850.0000 4,250.00 5.000 4,250.00 25 450 MM ALTERNATIVE FLARED END SECTION EA 750.0000 3,750.00 5.000 3,750.00 26 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 2.000 1,700.00 27 ROCK SLOPE PROTECTION M3 150.0000 9,450.00 4.500 675.00 71.300 10,695.00 (FACING, METHOD B) 28 CONCRETE (DITCH LINING) M3 632.0000 227,520.00 360.000 227,520.00 29 ROCK SLOPE PROTECTION FABRIC M2 14.0000 2,940.00 16.000 224.00 214.500 3,003.00 30 MINOR CONCRETE (CURB) M3 990.0000 7,920.00 7.100 7,029.00 PROGRAM CAS145 PAGE 6 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE M3 914.0000 33,818.00 10.800 9,871.20 31.100 28,425.40 (CURB CONTRACTING SURFACE TREATMENT) 32 MINOR CONCRETE M3 641.0000 166,660.00 10.400 6,666.40 255.300 163,647.30 (CONTRASTING SURFACE TREATMENT) 33 MINOR CONCRETE (CURB AND SIDEWALK) M3 628.0000 28,888.00 50.000 31,400.00 34 MINOR CONCRETE (CURB AND CURB RAMP) M3 1,041.0000 2,082.00 2.000 2,082.00 35 MISCELLANEOUS IRON AND STEEL KG 1.3500 8,291.70 6,896.000 9,309.60 SF) 36 CONCRETE BARRIER DELINEATOR (400 MM) EA 22.0000 242.00 16.000 352.00 37 DELINEATOR (CLASS 2) EA 39.0000 3,822.00 81.000 3,159.00 38 HIGHWAY POST MARKER EA 42.0000 294.00 5.000 210.00 39 SNOW POLE MARKER EA 90.0000 360.00 0.000 0.00 40 SNOWPLOW DEFLECTOR EA 220.0000 14,520.00 0.000 0.00 41 CONCRETE BARRIER MARKER (NONIMPACTABLE) EA 20.0000 2,600.00 161.000 3,220.00 42 OBJECT MARKER (TYPE L-1) EA 40.0000 440.00 9.000 360.00 43 METAL BEAM GUARD RAILING (WOOD POST) M 78.0000 111,540.00 228.400 17,815.20 S) 44 METAL BEAM GUARD RAILING M 100.0000 15,000.00 0.000 0.00 S) (2.1 M WOOD POST) 45 SINGLE THRIE BEAM BARRIER (WOOD POST) M 112.0000 896.00 7.600 851.20 S) 46 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 140.0000 49,000.00 346.500 48,510.00 S) 47 CONCRETE BARRIER M 809.0000 177,980.00 237.360 192,024.24 (SHOULDER BARRIER RAILING 24AZ) 48 CONCRETE BARRIER M 803.0000 136,510.00 26.000 20,878.00 160.500 128,881.50 (SHOULDER BARRIER RAILING 3AZ) 49 TRANSITION RAILING (TYPE WB) EA 4,250.0000 42,500.00 8.020 34,085.00 S) 50 RETURN CAP (TYPE TA) EA 140.0000 140.00 1.000 140.00 S) 51 END CAP (TYPE A) EA 140.0000 420.00 0.000 0.00 S) 52 END CAP (TYPE TC) EA 335.0000 3,685.00 9.000 3,015.00 S) 53 END ANCHOR ASSEMBLY (TYPE SFT) EA 725.0000 2,175.00 0.000 0.00 S) 54 END ANCHOR ASSEMBLY (TYPE CA) EA 1,350.0000 1,350.00 2.000 2,700.00 S) 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,350.0000 3,350.00 1.000 3,350.00 S) 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 24,300.00 7.000 18,900.00 S) 57 ALTERNATIVE CRASH CUSHION EA 25,000.0000 50,000.00 2.000 50,000.00 S) PROGRAM CAS145 PAGE 7 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60S) M 204.0000 363,120.00 1,400.200 285,640.80 59 CONCRETE BARRIER (TYPE 60SA) M 224.0000 4,032.00 18.000 4,032.00 F) 60 CONCRETE BARRIER (TYPE 60SC) M 224.0000 112,000.00 503.000 112,672.00 61 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 222.0000 7,770.00 35.000 7,770.00 F) 62 CONCRETE BARRIER (TYPE 732) M 310.0000 37,510.00 82.300 25,513.00 121.000 37,510.00 F) 63 CONCRETE BARRIER (TYPE 732A) M 266.0000 34,580.00 2.269 603.55 126.269 33,587.55 64 CONCRETE BARRIER (TYPE 732B) M 400.0000 68,000.00 279.927 111,970.80 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 34.1500 31,418.00 518.000 17,689.70 S) (RECESSED) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 74.7100 7,471.00 66.000 4,930.86 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 36.0000 67,680.00 0.000 0.00 S) (RECESSED) 68 100 MM THERMOPLASTIC TRAFFIC STRIPE M 30.0000 149,700.00 3,148.000 94,440.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 69 100 MM TWO-COMPONENT PAINT M 7.0000 81,200.00 8,000.000 56,000.00 S) TRAFFIC STRIPE 70 TWO-COMPONENT PAINT PAVEMENT MARKING M2 85.3800 8,538.00 0.000 0.00 S) 71 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 72 MODIFY LIGHTING (LOCATION 1) LS 49,000.0000 49,000.00 0.050 2,450.00 0.950 46,550.00 S) 73 MODIFY LIGHTING (LOCATION 2) LS 37,000.0000 37,000.00 0.050 1,850.00 0.950 35,150.00 S) PROGRAM CAS145 PAGE 8 DATE 09/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 11:50 AM ESTIMATE NO. 17 BID OPENING 02/26/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 583,468.35 17,069,470.14 ADJUSTMENT OF COMPENSATION 0.00 311,153.50 EXTRA WORK 307,174.45 775,949.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 890,642.80 18,156,573.56 74 MOBILIZATION LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 19,997,343.50 TOTAL WORK COMPLETED 890,642.80 20,156,573.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,000.00 -38,205.29 TOTAL 882,642.80 20,118,368.27 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 174 MOBILIZATION 1,999,734.35 2,000,000.00 265.65 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 03/21/08 220 05/15/08 05/15/08 10/06/09 207 129 0 0 93% 94% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/09