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 09/23/08 EST. NO.05 TIME 01:12 PM 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 --------------------------------------------------------------------------- 012 0001 8,500.00 E.W. @ L.S.(+) 082208 N CT-010 8,500.00 TOTAL THIS ESTIMATE 173,723.41 TOTAL PREVIOUS ESTIMATE 182,223.41 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 09/23/08 EST. NO.05 TIME 01:12 PM 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 -44,478.00 -48,258.00 EQUAL EMPLOYMENT OPPORTUNITY INCOMPLETE FHWA1391 -10,000.00 04 0.00 -10,000.00 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 -10,000.00 -30,000.00 OVERBID ITEMS OVERBID ITEM NO. 174 -199.23 02 OVERBID ITEM NO. 174 -53.13 03 OVERBID ITEM NO. 174 -13.29 05 -13.29 -265.65 TOTAL DEDUCTIONS -54,491.29 -88,523.65 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 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 0.250 1,875.00 02 TIME-RELATED OVERHEAD WDAY 4,500.0000 990,000.00 20.000 90,000.00 85.000 382,500.00 03 CONSTRUCTION SITE MANAGEMENT LS 95,000.0000 95,000.00 0.091 8,645.00 0.386 36,670.00 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.037 148.00 0.655 2,620.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 14.0000 41,160.00 259.100 3,627.40 1,128.600 15,800.40 06 TEMPORARY SILT FENCE M 13.0000 5,460.00 107.400 1,396.20 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 18,000.00 4.000 12,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 0.000 0.00 09 TEMPORARY COVER M2 5.0000 9,000.00 0.000 0.00 10 TEMPORARY CHECK DAM M 55.0000 2,475.00 15.000 825.00 11 MOVE-IN/MOVE-OUT EA 400.0000 2,000.00 1.000 400.00 S) (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,400.00 0.000 0.00 13 TEMPORARY HYDRAULIC MULCH M2 1.6200 4,050.00 0.000 0.00 S) (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 100,000.0000 100,000.00 0.091 9,100.00 0.386 38,600.00 15 MIGRATORY BIRD AND BAT PROTECTION LS 55,000.0000 55,000.00 0.045 2,475.00 0.693 38,115.00 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 0.386 67,550.00 S) 18 TYPE III BARRICADE EA 300.0000 5,400.00 18.000 5,400.00 18.000 5,400.00 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 11.000 18,700.00 11.000 18,700.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0700 58,208.00 13,262.000 14,190.34 40,100.800 42,907.86 PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,750.00 125.000 15,625.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 38,000.0000 38,000.00 0.091 3,458.00 0.386 14,668.00 S) 25 TEMPORARY RAILING (TYPE K) M 42.0000 308,280.00 656.600 27,577.20 5,775.780 242,582.76 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 9,000.0000 9,000.00 0.000 0.00 27 ABANDON CULVERT M 65.0000 2,405.00 26.200 1,703.00 26.200 1,703.00 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 1,188.000 20,196.00 2,063.000 35,071.00 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 1,396.000 4,467.20 15,241.100 48,771.52 32 REMOVE PAINTED PAVEMENT MARKING M2 61.0000 854.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 50.0000 950.00 5.000 250.00 5.000 250.00 34 REMOVE ASPHALT CONCRETE DIKE M 33.0000 101,310.00 1,310.400 43,243.20 1,310.400 43,243.20 35 REMOVE PIPE RISER EA 900.0000 900.00 1.000 900.00 36 REMOVE INLET EA 360.0000 4,320.00 6.000 2,160.00 12.000 4,320.00 37 REMOVE DOWNDRAIN M 150.0000 8,400.00 14.700 2,205.00 33.700 5,055.00 38 REMOVE MASONRY WALL M2 105.0000 4,305.00 41.000 4,305.00 41.000 4,305.00 39 REMOVE CONCRETE PAVEMENT AND BASE M3 50.0000 81,000.00 368.900 18,445.00 891.500 44,575.00 40 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 109,600.00 582.000 11,640.00 3,295.700 65,914.00 41 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 800.0000 9,600.00 2.000 1,600.00 3.000 2,400.00 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 4.000 560.00 4.000 560.00 44 RELOCATE ROADSIDE SIGN EA 140.0000 1,120.00 2.000 280.00 2.000 280.00 45 400 MM PLASTIC PIPE-LINER M 1,100.0000 55,000.00 0.000 0.00 46 525 MM PLASTIC PIPE-LINER M 1,350.0000 102,600.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 27.0000 36,990.00 180.000 4,860.00 277.950 7,504.65 S) 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 40.0000 7,600.00 0.000 0.00 S) AND BASE 49 REMOVE CONCRETE M3 60.0000 12,600.00 9.900 594.00 188.300 11,298.00 PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 52 CAP INLET EA 800.0000 5,600.00 4.000 3,200.00 6.000 4,800.00 53 REMOVE CRASH CUSHION (TYPE CAT) EA 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500.00 54 BRIDGE REMOVAL LS 125,000.0000 125,000.00 0.440 55,000.00 55 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 56 ROADWAY EXCAVATION M3 53.0000 163,240.00 294.000 15,582.00 1,186.000 62,858.00 57 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.023 46.00 0.847 1,694.00 58 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.045 90.00 0.693 1,386.00 59 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 98,500.00 492.500 49,250.00 F) 60 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 10,700.00 53.500 5,350.00 F) 61 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 26,700.00 0.000 0.00 F) 62 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 62,000.00 310.000 31,000.00 310.000 31,000.00 F) 63 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 21,900.00 0.000 0.00 F) 64 IMPORTED BORROW M3 38.0000 360,620.00 500.000 19,000.00 8,839.000 335,882.00 65 EROSION CONTROL (BLANKET) M2 2.5000 2,350.00 16.500 41.25 S) 66 EROSION CONTROL (TYPE D) M2 1.3700 16,440.00 0.000 0.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 6.0000 36.00 0.000 0.00 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 1,156.400 86,730.00 1,406.400 105,480.00 70 AGGREGATE BASE (APPROACH SLAB) M3 170.0000 11,220.00 33.000 5,610.00 33.000 5,610.00 71 LEAN CONCRETE BASE M3 180.0000 322,200.00 583.700 105,066.00 1,905.620 343,011.60 72 REPLACE ASPHALT CONCRETE SURFACING M3 140.0000 700.00 0.000 0.00 73 ASPHALT CONCRETE (TYPE A) TONN 93.0000 3,785,100.00 5,338.200 496,452.60 31,407.990 2,920,943.07 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 220.0000 2,200.00 0.000 0.00 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.2500 253.75 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.2500 2,900.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,300.0000 32,500.00 7.000 9,100.00 19.380 25,194.00 79 CONCRETE PAVEMENT M3 264.0000 5,332,800.00 4,022.000 1,061,808.00 11,748.730 3,101,664.72 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 9,867.000 69,069.00 9,867.000 69,069.00 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 85,470.00 257.704 42,521.16 84 DRIVE STEEL PILE (HP 250 X 85) EA 2,500.0000 200,000.00 40.000 100,000.00 S) 85 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 92,500.00 92.000 46,000.00 F) 86 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 396,200.00 43.521 30,464.70 283.583 198,508.10 F) 87 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 117,600.00 0.000 0.00 F) 88 STRUCTURAL CONCRETE, APPROACH SLAB M3 925.0000 89,725.00 50.000 46,250.00 50.000 46,250.00 F) (TYPE N) 89 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 142,800.00 80.000 68,000.00 80.000 68,000.00 (TYPE R) 90 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 187,250.00 30.940 54,145.00 101.240 177,170.00 F) 91 MINOR CONCRETE (SNO GO) M3 997.0000 7,976.00 0.000 0.00 92 PAVING NOTCH EXTENSION M3 5,500.0000 24,750.00 2.000 11,000.00 2.000 11,000.00 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,200.0000 112,000.00 5.000 56,000.00 5.000 56,000.00 S) GIRDER (20 M - 25 M) 94 ERECT PRECAST PRESTRESSED CONCRETE EA 2,650.0000 26,500.00 5.000 13,250.00 5.000 13,250.00 S) GIRDER 95 FURNISH POLYESTER CONCRETE OVERLAY M3 3,217.0000 96,510.00 0.000 0.00 96 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 29,140.00 0.000 0.00 F) 97 MASONRY WALL M2 2,653.0000 63,672.00 24.000 63,672.00 24.000 63,672.00 98 CHAIN AND BOLT ASSEMBLY (MASONRY WALL) EA 250.0000 3,000.00 12.000 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 27,200.000 68,000.00 SF) 01 BAR REINFORCING STEEL (RETAINING WALL) KG 4.1100 24,146.25 0.000 0.00 SF) 02 BAR REINFORCING STEEL (EPOXY COATED) KG 2.8000 54,012.00 9,600.000 26,880.00 9,600.000 26,880.00 SF)(BRIDGE) 03 FURNISH LAMINATED PANEL SIGN M2 250.0000 6,500.00 0.000 0.00 S) (25.4 MM-TYPE B) PROGRAM CAS145 PAGE 5 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (1.6 MM-UNFRAMED) 05 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 4,025.00 0.000 0.00 S) (2.0 MM-UNFRAMED) 06 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 1,015.00 0.000 0.00 S) (1.6 MM-FRAMED) 07 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,485.00 0.000 0.00 S) (2.0 MM-FRAMED) 08 ROADSIDE SIGN - ONE POST EA 240.0000 7,680.00 0.000 0.00 09 ROADSIDE SIGN - TWO POST EA 280.0000 2,800.00 0.000 0.00 10 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 3,600.00 0.000 0.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 78.0000 390.00 0.000 0.00 METHOD) 12 INSTALL ROADSIDE SIGN EA 2,100.0000 2,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 13 300 MM ALTERNATIVE PIPE CULVERT M 1,750.0000 875.00 1.000 1,750.00 1.000 1,750.00 14 450 MM ALTERNATIVE PIPE CULVERT M 255.0000 33,150.00 23.300 5,941.50 108.390 27,639.45 15 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 13,650.00 24.700 8,027.50 37.700 12,252.50 16 600 MM REINFORCED CONCRETE PIPE M 450.0000 35,100.00 5.400 2,430.00 42.900 19,305.00 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 6,600.00 0.000 0.00 18 450 MM ENTRANCE TAPER EA 800.0000 1,600.00 0.000 0.00 19 450 MM ANCHOR ASSEMBLY EA 355.0000 2,485.00 0.000 0.00 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 0.000 0.00 22 450 MM CORRUGATED STEEL PIPE ENERGY EA 1,300.0000 1,300.00 0.000 0.00 DISSIPATOR (1.63 MM THICK) 23 WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 8,400.00 0.000 0.00 24 600 MM CONCRETE FLARED END SECTION EA 850.0000 4,250.00 1.000 850.00 3.000 2,550.00 25 450 MM ALTERNATIVE FLARED END SECTION EA 750.0000 3,750.00 0.000 0.00 26 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 0.000 0.00 27 ROCK SLOPE PROTECTION M3 150.0000 9,450.00 0.000 0.00 (FACING, METHOD B) 28 CONCRETE (DITCH LINING) M3 632.0000 227,520.00 0.000 0.00 29 ROCK SLOPE PROTECTION FABRIC M2 14.0000 2,940.00 4.000 56.00 30 MINOR CONCRETE (CURB) M3 990.0000 7,920.00 4.900 4,851.00 4.900 4,851.00 PROGRAM CAS145 PAGE 6 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (CURB CONTRACTING SURFACE TREATMENT) 32 MINOR CONCRETE M3 641.0000 166,660.00 0.000 0.00 (CONTRASTING SURFACE TREATMENT) 33 MINOR CONCRETE (CURB AND SIDEWALK) M3 628.0000 28,888.00 46.000 28,888.00 46.000 28,888.00 34 MINOR CONCRETE (CURB AND CURB RAMP) M3 1,041.0000 2,082.00 2.000 2,082.00 2.000 2,082.00 35 MISCELLANEOUS IRON AND STEEL KG 1.3500 8,291.70 864.000 1,166.40 3,034.000 4,095.90 SF) 36 CONCRETE BARRIER DELINEATOR (400 MM) EA 22.0000 242.00 0.000 0.00 37 DELINEATOR (CLASS 2) EA 39.0000 3,822.00 0.000 0.00 38 HIGHWAY POST MARKER EA 42.0000 294.00 0.000 0.00 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 0.000 0.00 42 OBJECT MARKER (TYPE L-1) EA 40.0000 440.00 0.000 0.00 43 METAL BEAM GUARD RAILING (WOOD POST) M 78.0000 111,540.00 65.000 5,070.00 65.000 5,070.00 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 0.000 0.00 S) 46 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 140.0000 49,000.00 0.000 0.00 S) 47 CONCRETE BARRIER M 809.0000 177,980.00 0.000 0.00 (SHOULDER BARRIER RAILING 24AZ) 48 CONCRETE BARRIER M 803.0000 136,510.00 32.000 25,696.00 32.000 25,696.00 (SHOULDER BARRIER RAILING 3AZ) 49 TRANSITION RAILING (TYPE WB) EA 4,250.0000 42,500.00 1.000 4,250.00 1.000 4,250.00 S) 50 RETURN CAP (TYPE TA) EA 140.0000 140.00 0.000 0.00 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 1.000 335.00 1.000 335.00 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 0.000 0.00 S) 55 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,350.0000 3,350.00 0.000 0.00 S) 56 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 24,300.00 1.000 2,700.00 1.000 2,700.00 S) 57 ALTERNATIVE CRASH CUSHION EA 25,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,289.200 262,996.80 1,289.200 262,996.80 59 CONCRETE BARRIER (TYPE 60SA) M 224.0000 4,032.00 18.000 4,032.00 18.000 4,032.00 F) 60 CONCRETE BARRIER (TYPE 60SC) M 224.0000 112,000.00 92.000 20,608.00 92.000 20,608.00 61 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 222.0000 7,770.00 35.000 7,770.00 35.000 7,770.00 F) 62 CONCRETE BARRIER (TYPE 732) M 310.0000 37,510.00 0.000 0.00 F) 63 CONCRETE BARRIER (TYPE 732A) M 266.0000 34,580.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732B) M 400.0000 68,000.00 0.000 0.00 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 34.1500 31,418.00 0.000 0.00 S) (RECESSED) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 74.7100 7,471.00 0.000 0.00 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 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 69 100 MM TWO-COMPONENT PAINT M 7.0000 81,200.00 0.000 0.00 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 0.700 34,300.00 0.700 34,300.00 S) 73 MODIFY LIGHTING (LOCATION 2) LS 37,000.0000 37,000.00 0.700 25,900.00 0.700 25,900.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A7004 TIME 01:12 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,044,313.84 10,044,221.04 ADJUSTMENT OF COMPENSATION 0.00 170,723.41 EXTRA WORK 8,500.00 11,500.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,052,813.84 10,226,444.45 74 MOBILIZATION LS 2000,000.0000 2,000,000.00 0.050 100,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 19,997,343.50 TOTAL WORK COMPLETED 3,152,813.84 12,226,444.45 MATERIALS ON HAND ON SITE 42,948.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -54,491.29 -88,523.65 TOTAL 3,098,322.55 12,180,869.64 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 04/10/09 85 4 0 0 60% 39% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/08