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 09/23/05 EST. NO.03 TIME 05:17 PM R.E. NAME: MCKECHNIE, KEVIN 03-3C9304 --------------------------------------------------------------------------- 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 0001 4,543.12 E.W. @ F.A.(+) 070605 N 0001.0 004 0001 1,284.00 E.W. @ L.S.(+) 081805 N 0001 0 5,827.12 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 5,827.12 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 09/23/05 EST. NO.03 TIME 05:17 PM R.E. NAME: MCKECHNIE, KEVIN 03-3C9304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/05 -10,000.00 02 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 05:17 PM ESTIMATE NO. 03 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: MCKECHNIE, KEVIN DATE OF THIS ESTIMATE 09/23/05 LOCATION PROGRESS ESTIMATE 03-NEV-80-R60.6/R63.5 ----------------- R AND L BROSAMER INC IN NEVADA AND PLACER COUNTIES NEAR P O BOX 238 CISCO GROVE FROM 2.1 KM WEST OF THE ALAMO CA 94507 INDIAN SPRINGS UNDERCROSSING AND AT 0.1 KM EAST OF CISCO OVERCROSSING FED. AID NO. ACIM-080 -4(177)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 12.0000 5,040.00 463.700 5,564.40 02 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.200 8,000.00 0.400 16,000.00 04 TEMPORARY EROSION CONTROL M2 1.0000 4,500.00 0.000 0.00 05 TEMPORARY FIBER ROLL M 12.0000 8,400.00 252.100 3,025.20 252.100 3,025.20 06 TEMPORARY SILT FENCE M 12.0000 6,600.00 228.200 2,738.40 228.200 2,738.40 07 TEMPORARY CONCRETE WASHOUT FACILITY LS 4,000.0000 4,000.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE LS 10,000.0000 10,000.00 0.200 2,000.00 0.400 4,000.00 09 TEMPORARY COVER M2 3.0000 1,500.00 0.000 0.00 10 TEMPORARY CHECK DAM M 20.0000 1,500.00 0.000 0.00 11 MOVE-IN/MOVE-OUT EA 750.0000 1,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.200 2,000.00 0.700 7,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.200 12,000.00 0.400 24,000.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 10.0000 9,900.00 984.750 9,847.50 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,320.00 1,712.000 3,424.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 800.00 30.000 1,500.00 S) 17 TEMPORARY PAVEMENT MARKER EA 6.0000 534.00 84.000 504.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.200 1,200.00 0.400 2,400.00 S) 19 TEMPORARY RAILING (TYPE K) M 55.0000 50,050.00 984.000 54,120.00 S) 20 REMOVE METAL BEAM GUARD RAILING M 30.0000 2,730.00 91.000 2,730.00 21 REMOVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 22 REMOVE TRAFFIC STRIPE M 5.0000 10,300.00 2,055.000 10,275.00 PROGRAM CAS145 PAGE 2 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 05:17 PM ESTIMATE NO. 03 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: MCKECHNIE, KEVIN DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 24 450 MM PLASTIC PIPELINER M 1,200.0000 4,800.00 4.000 4,800.00 4.000 4,800.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 19,600.00 3,920.000 19,600.00 26 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 27 ROADWAY EXCAVATION M3 120.0000 379,200.00 2,146.000 257,520.00 3,160.000 379,200.00 28 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 29 IMPORTED BORROW M3 10.0000 15,700.00 38.000 380.00 30 IMPORTED MATERIAL (SHOULDER BACKING) M3 120.0000 4,320.00 45.000 5,400.00 31 DUFF M2 3.0000 14,100.00 1,175.000 3,525.00 S) 32 EROSION CONTROL (BLANKET) M2 4.0000 8,320.00 0.000 0.00 S) 33 STRAW-WOOD MULCH (EROSION CONTROL) M3 10.0000 5,000.00 0.000 0.00 S) 34 FIBER (EROSION CONTROL) KG 1.0000 1,600.00 0.000 0.00 S) 35 FIBER ROLLS M 10.0000 7,000.00 0.000 0.00 S) 36 BOULDER PLACEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 S) 37 COMPOST (EROSION CONTROL) M3 400.0000 1,600.00 0.000 0.00 S) 38 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0.00 S) 39 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 8,800.00 0.000 0.00 S) 40 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 4,800.00 0.000 0.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,600.00 0.000 0.00 S) 42 CLASS 2 AGGREGATE SUBBASE M3 45.0000 32,850.00 180.300 8,113.50 180.300 8,113.50 43 CLASS 2 AGGREGATE BASE M3 65.0000 6,045.00 0.000 0.00 44 LEAN CONCRETE BASE M3 240.0000 244,800.00 0.000 0.00 45 ASPHALT CONCRETE (TYPE A) TONN 100.0000 114,000.00 1,256.070 125,607.00 46 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 25.0000 575.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,800.00 118.000 590.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 1,185.00 0.000 0.00 49 CONCRETE PAVEMENT M3 275.0000 541,750.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 05:17 PM ESTIMATE NO. 03 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: MCKECHNIE, KEVIN DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONCRETE AND GABION COLORIZATION LS 5,000.0000 5,000.00 0.000 0.00 51 CONCRETE PAVEMENT (W/ REINFORCEMENT) M3 400.0000 20,000.00 0.000 0.00 52 SEAL PAVEMENT JOINT M 5.0000 12,050.00 0.000 0.00 53 SEAL LONGITUDINAL ISOLATION JOINT M 40.0000 33,600.00 0.000 0.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 9,000.00 6.000 9,000.00 6.000 9,000.00 F) 55 MINOR CONCRETE (INVERT PAVING) M3 1,000.0000 23,000.00 0.000 0.00 F) 56 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 108,570.00 0.000 0.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 7,755.00 0.000 0.00 SF) 58 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,000.0000 105,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 59 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 5,000.00 0.000 0.00 METHOD) 60 600 MM CORRUGATED STEEL PIPE M 650.0000 2,600.00 4.000 2,600.00 4.000 2,600.00 (1.63 MM THICK) 61 5.02 M X 3.86 M STRUCTURAL STEEL PLATE M 8,500.0000 102,000.00 12.000 102,000.00 12.000 102,000.00 PIPE ARCH (5.83 MM THICK) 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 1,500.00 0.000 0.00 63 600 MM STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 2.000 1,500.00 64 1050 MM STEEL FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 65 ROCK SLOPE PROTECTION M3 125.0000 5,000.00 7.600 950.00 7.600 950.00 (FACING, METHOD B) 66 GABION M3 350.0000 6,300.00 0.000 0.00 67 FILTER FABRIC (GABION) M2 3.0000 54.00 0.000 0.00 68 ROCK SLOPE PROTECTION FABRIC M2 3.0000 420.00 27.200 81.60 27.200 81.60 69 DELINEATOR (CLASS 2) EA 50.0000 2,200.00 0.000 0.00 70 DELINEATOR (CLASS 2, METAL POST) EA 75.0000 1,050.00 0.000 0.00 71 MARKER (CULVERT) EA 60.0000 480.00 0.000 0.00 72 OBJECT MARKER (TYPE L-1) EA 75.0000 225.00 0.000 0.00 73 PIPE BOLLARD EA 500.0000 5,000.00 0.000 0.00 74 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 12,600.00 0.000 0.00 S) 75 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 7,500.00 0.000 0.00 S) 76 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 05:17 PM ESTIMATE NO. 03 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: MCKECHNIE, KEVIN DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 15,600.00 0.000 0.00 S) (RECESSED) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 10,400.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 79 100 MM TWO-COMPONENT PAINT M 1.5000 1,950.00 0.000 0.00 S) TRAFFIC STRIPE 80 HIGHWAY LIGHTING LS 425,000.0000 425,000.00 0.067 28,475.00 0.067 28,475.00 S) 81 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 05:17 PM ESTIMATE NO. 03 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: MCKECHNIE, KEVIN DATE OF THIS ESTIMATE 09/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 446,003.70 862,400.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,827.12 5,827.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 451,830.82 868,227.72 82 MOBILIZATION LS 275,000.0000 275,000.00 0.200 55,000.00 0.950 261,250.00 ORIGINAL CONTRACT AMOUNT 2,947,923.00 TOTAL WORK COMPLETED 506,830.82 1,129,477.72 MATERIALS ON HAND ON SITE 10,449.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 506,830.82 1,129,927.51 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 06/17/05 120 07/07/05 07/05/05 12/27/05 54 0 0 0 38% 45% PROGRESS IS SATISFACTORY MCKECHNIE, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/05