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 07/03/08 EST. NO.13 TIME 03:28 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- 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 0002 8,000.00 A.C. @ L.S.(+) 070108 N 0002 0 017 0001 2,946.56 E.W. @ F.A.(+) 071807 N AU0010 0002 2,473.35 071907 N AU0020 0003 2,473.35 072007 N AU0030 0004 2,485.86 072307 N AU0040 0005 2,485.86 072407 N AU0050 0006 2,485.86 072507 N AU0060 0007 2,485.86 072607 N AU0070 0008 2,485.86 073007 N AU0080 0009 2,473.35 073107 N AU0090 0010 2,063.94 080107 N AU0100 0011 2,485.86 080207 N AU0110 030 0002 603.68 E.W. @ F.A.(+) 103007 N AU0240 045 0001 1,057.07 E.W. @ F.A.(+) 032508 N 0477.0 056 0003 185,032.26 A.C. @ L.S.(+) 063008 N 0003 0 0004 80,766.94 063008 N 0004 0 077 0001 4,328.66 A.C. @ L.S.(+) 062408 N 0001 0 078 0001 3,314.23 A.C. @ L.S.(+) 062308 N 0001 0 310,448.55 TOTAL THIS ESTIMATE 1,102,245.74 TOTAL PREVIOUS ESTIMATE 1,412,694.29 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 07/03/08 EST. NO.13 TIME 03:28 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 10 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/07 -10,000.00 03 PER LTR DATED 10/07 -10,000.00 04 PER LTR DATED 11/07 -5,000.00 05 RETURN 10/07 DEDUCT 10,000.00 05 RETURN 9/07 DEDUCT 10,000.00 05 PER LTR 12/07 -10,000.00 06 PER LTR 01/08 -5,000.00 07 REC'D 11/17 PAYROLL 5,000.00 07 PER LTR DATED 02/08 -9,000.00 08 RETURN 12/07 DEDUCT 10,000.00 08 PER LTR DATED 3/08 -10,000.00 09 RETURN 2/08 DEDUCT 9,000.00 09 RETURN 1/8 DEDUCT 5,000.00 11 RETURN 3/8 DEDUCT 10,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-SUT-99-28.6/R30.9 ------------------------------ DE SILVA GATES CONSTRUCTION IN SUTTER COUNTY IN AND NEAR P O BOX 2909 YUBA CITY AT VARIOUS LOCATIONS DUBLIN CA 94568 FED. AID NO. ACST-X101(123)E ,P-X101(123)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 131.000 786,000.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.900 9,000.00 05 TEMPORARY FIBER ROLL M 12.0000 9,720.00 1,406.780 16,881.36 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 4,000.00 19.000 76,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 0.000 0.00 08 TEMPORARY COVER M2 0.5000 1,250.00 523.805 261.90 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 17.000 8,500.00 10 TEMPORARY HYDRAULIC MULCH M2 0.7000 4,200.00 2,300.000 1,610.00 (POLYMER STABILIZED FIBER MATRIX) 11 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 408,000.0000 408,000.00 1.000 408,000.00 S) 14 TYPE III BARRICADE EA 125.0000 4,000.00 36.000 4,500.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 24,150.00 169.805 5,943.18 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 170.0000 34,000.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2500 72,475.00 7,852.000 25,519.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 2,000.00 0.000 0.00 S) 19 TRAFFIC PLASTIC DRUM EA 20.0000 10,000.00 809.000 16,180.00 S) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 43,200.00 8,545.000 34,180.00 S) 21 TEMPORARY SIGNAL SYSTEM LS 675,000.0000 675,000.00 1.000 675,000.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) PROGRAM CAS145 PAGE 2 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE RADAR TRAILER LS 2,500.0000 2,500.00 0.000 0.00 S) 24 TEMPORARY RAILING (TYPE K) M 85.0000 244,800.00 3,701.278 314,608.63 25 TEMPORARY CRASH CUSHION MODULE EA 275.0000 46,750.00 154.000 42,350.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 20,000.00 10.000 25,000.00 S) 27 OBLITERATE SURFACING M2 9.0000 4,320.00 207.000 1,863.00 28 REMOVE METAL BEAM GUARD RAILING M 30.0000 1,860.00 23.160 694.80 29 REMOVE FLARED END SECTION EA 600.0000 3,600.00 6.000 3,600.00 30 REMOVE RAILROAD FACILITIES LS 30,000.0000 30,000.00 0.950 28,500.00 31 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 16,870.00 1,301.600 9,111.20 S) 32 REMOVE TRAFFIC STRIPE M 3.0000 16,260.00 5,114.120 15,342.36 S) 33 REMOVE PAVEMENT MARKING M2 20.0000 5,000.00 108.560 2,171.20 S) 34 REMOVE ROADSIDE SIGN EA 50.0000 3,350.00 51.000 2,550.00 35 REMOVE ASPHALT CONCRETE DIKE M 4.0000 8,920.00 1,916.880 7,667.52 36 REMOVE OVERSIDE DRAIN EA 2,000.0000 2,000.00 0.000 0.00 37 REMOVE CULVERT M 150.0000 3,300.00 19.500 2,925.00 38 REMOVE INLET EA 1,200.0000 2,400.00 1.000 1,200.00 39 REMOVE BASE AND SURFACING M3 35.0000 148,050.00 3,943.000 138,005.00 40 RESET ROADSIDE SIGN EA 300.0000 900.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 271,200.00 67,731.525 270,926.10 S) 42 REMOVE CONCRETE M2 30.0000 26,700.00 2,109.550 63,286.50 43 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 44 ROADWAY EXCAVATION M3 35.0000 235,550.00 6,092.270 213,229.45 45 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 46 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 20,400.00 0.000 0.00 47 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.830 24,900.00 S) 48 STRAW (EROSION CONTROL) TONN 400.0000 2,400.00 0.000 0.00 S) 49 FIBER (EROSION CONTROL) KG 1.0000 640.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMPOST (EROSION CONTROL) M3 200.0000 2,800.00 0.000 0.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 4,250.00 0.000 0.00 S) 52 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,920.00 0.000 0.00 S) 53 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 640.00 0.000 0.00 S) 54 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 S) 55 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 0.600 600.00 S) 56 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.950 47,500.00 S) 57 CLASS 2 AGGREGATE BASE M3 60.0000 303,600.00 4,974.700 298,482.00 58 ASPHALT CONCRETE (TYPE A) TONN 85.0000 1,895,500.00 126.320 10,737.20 23,785.691 2,021,783.74 59 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 75.0000 419,250.00 295.620 22,171.50 4,045.620 303,421.50 60 PAVEMENT REINFORCING FABRIC M2 5.0000 13,700.00 2,313.200 11,566.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 25,000.00 78.640 1,966.00 480.870 12,021.75 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 19,950.00 2,178.000 15,246.00 2,178.000 15,246.00 63 CONCRETE PAVEMENT M3 600.0000 2,790,000.00 4,209.792 2,525,875.20 (RAPID STRENGTH CONCRETE) 64 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 41,800.00 21.904 48,188.80 F) 65 MINOR CONCRETE (BACKFILL) M3 400.0000 5,600.00 9.830 3,932.00 66 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 42,658.00 3,047.000 42,658.00 F) 67 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 9,141.00 3,047.000 9,141.00 SF) 68 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 69,729.00 6,339.000 69,729.00 F) 69 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 6,339.00 6,339.000 6,339.00 SF) 70 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 25,000.00 9.200 23,000.00 S) PILE (SIGN FOUNDATION) 71 1524 MM CAST-IN-DRILLED-HOLE M 5,500.0000 38,500.00 6.700 36,850.00 S) CONCRETE PILE (SIGN FOUNDATION) 72 ROADSIDE SIGN - ONE POST EA 200.0000 6,800.00 28.000 5,600.00 73 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 13.000 3,900.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,400.00 2.000 200.00 METHOD) 75 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,500.00 6.000 1,500.00 76 450 MM ALTERNATIVE PIPE CULVERT M 600.0000 9,000.00 15.460 9,276.00 PROGRAM CAS145 PAGE 4 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 3,600.00 5.944 3,566.40 78 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 108,000.00 269.150 107,660.00 79 900 MM ALTERNATIVE PIPE CULVERT M 400.0000 124,000.00 305.150 122,060.00 80 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 6,000.00 0.000 0.00 (2.01 MM THICK) 81 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 6,000.00 0.000 0.00 (2.01 MM THICK) 82 450 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 83 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 84 750 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 85 900 MM ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800.00 86 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 160,000.00 167.883 134,306.40 CONSTRUCTION) 87 MISCELLANEOUS IRON AND STEEL KG 4.0000 4,416.00 444.000 1,776.00 SF) 88 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 2,600.00 2.000 2,600.00 S) 89 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 1.000 1,500.00 S) 90 DELINEATOR (CLASS 1) EA 75.0000 5,250.00 13.000 975.00 91 HIGHWAY POST MARKER EA 50.0000 200.00 0.000 0.00 92 OBJECT MARKER (TYPE K-1) EA 50.0000 550.00 1.000 50.00 93 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 94 METAL BEAM GUARD RAILING (WOOD POST) M 180.0000 9,180.00 25.000 4,500.00 S) 95 DOUBLE METAL BEAM GUARD RAILING M 200.0000 12,200.00 0.000 0.00 S) (WOOD POST) 96 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 S) 97 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 98 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 S) 99 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 33,840.00 109.440 3,939.84 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 40,400.00 3,399.300 6,798.60 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,840.00 753.429 3,013.72 S) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,810.00 1,033.161 1,033.16 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,180.00 601.360 1,202.72 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 600.00 1,018.000 2,036.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,360.00 499.000 1,996.00 S) 06 LIGHTING LS 40,000.0000 40,000.00 1.000 40,000.00 S) 07 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.800 4,000.00 S) 08 EMERGENCY VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 S) 09 TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.950 23,750.00 S) 10 MODIFY SIGNAL AND LIGHTING LS 850,000.0000 850,000.00 0.970 824,500.00 S) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 REMOVE CEMENT TREATED BASE M2 15.0000 17,250.00 0.000 0.00 13 GROOVE CONCRETE PAVEMENT M2 5.0000 68,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 03:28 PM ESTIMATE NO. 13 BID OPENING 03/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 07/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,120.70 10,151,330.03 ADJUSTMENT OF COMPENSATION 281,442.09 437,839.91 EXTRA WORK 29,006.46 974,854.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 360,569.25 11,564,024.32 14 MOBILIZATION LS 1210,000.0000 1,210,000.00 1.000 1,210,000.00 ORIGINAL CONTRACT AMOUNT 12,118,418.00 TOTAL WORK COMPLETED 360,569.25 12,774,024.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 360,569.25 12,764,024.32 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 04/19/07 280 07/09/07 07/09/07 08/26/08 131 107 17 0 91% 74% PROGRESS IS SATISFACTORY GEESEY, DUANE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/03/08