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 03/21/08 EST. NO.09 TIME 04:41 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 --------------------------------------------------------------------------- 021 0001 2,960.71 E.W. @ F.A.(+) 080607 N 0345.0 024 0001 161.84 E.W. @ F.A.(+) 082307 N 0042.0 0003 2,424.81 081307 N 0346.0 0006 3,724.16 090607 N 0350.0 0007 3,960.16 090707 N 0351.0 0008 724.30 092607 N 0358.0 034 0003 2,754.98 E.W. @ F.A.(+) 100207 N 0360.0 0004 865.31 100207 N 0361.0 035 0001 639.60 E.W. @ F.A.(+) 091107 N 0050.0 0002 2,669.53 091707 N 0357.0 0003 4,882.24 A.C. @ L.S.(+) 031208 N 0003 0 041 0001 1,771.10 E.W. @ F.A.(+) 092407 N 0059.0 0002 1,785.15 092507 N 0060.0 29,323.89 TOTAL THIS ESTIMATE 259,437.07 TOTAL PREVIOUS ESTIMATE 288,760.96 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 03/21/08 EST. NO.09 TIME 04:41 PM R.E. NAME: GEESEY, DUANE 03-1A9104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -1,000.00 -15,000.00 TOTAL DEDUCTIONS -1,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 LOCATION 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 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 108.000 648,000.00 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 0.250 2,500.00 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 0.550 27,500.00 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 0.080 32,640.00 0.760 310,080.00 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 10,000.00 466.000 9,320.00 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 0.880 594,000.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.230 4,600.00 0.800 16,000.00 S) PROGRAM CAS145 PAGE 2 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 3,000.00 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 2,224.000 6,672.00 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 51.000 2,550.00 35 REMOVE ASPHALT CONCRETE DIKE M 4.0000 8,920.00 0.000 0.00 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 5,900.400 23,601.60 S) 42 REMOVE CONCRETE M2 30.0000 26,700.00 2,056.180 61,685.40 43 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.520 7,800.00 44 ROADWAY EXCAVATION M3 35.0000 235,550.00 5,910.360 206,862.60 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 0.040 1,200.00 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 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 400.00 S) 56 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.040 2,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 60.0000 303,600.00 4,734.260 284,055.60 58 ASPHALT CONCRETE (TYPE A) TONN 85.0000 1,895,500.00 35.571 3,023.54 6,632.391 563,753.24 59 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 75.0000 419,250.00 0.000 0.00 60 PAVEMENT REINFORCING FABRIC M2 5.0000 13,700.00 0.000 0.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 25,000.00 0.000 0.00 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 19,950.00 0.000 0.00 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 18.830 41,426.00 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 23.000 4,600.00 23.000 4,600.00 73 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 13.000 3,900.00 13.000 3,900.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,400.00 1.000 100.00 1.000 100.00 METHOD) 75 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,500.00 6.000 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 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 160,000.00 118.484 94,787.20 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 0.000 0.00 91 HIGHWAY POST MARKER EA 50.0000 200.00 0.000 0.00 92 OBJECT MARKER (TYPE K-1) EA 50.0000 550.00 0.000 0.00 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 3,939.84 109.440 3,939.84 S) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 40,400.00 3,399.300 6,798.60 3,399.300 6,798.60 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,840.00 753.429 3,013.72 753.429 3,013.72 S) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,810.00 1,033.161 1,033.16 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 1,202.72 601.360 1,202.72 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 5 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,018.000 2,036.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,360.00 499.000 1,996.00 499.000 1,996.00 S) 06 LIGHTING LS 40,000.0000 40,000.00 0.400 16,000.00 S) 07 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.200 1,000.00 S) 08 EMERGENCY VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 0.250 3,750.00 S) 09 TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.150 3,750.00 S) 10 MODIFY SIGNAL AND LIGHTING LS 850,000.0000 850,000.00 0.930 790,500.00 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 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9104 TIME 04:41 PM ESTIMATE NO. 09 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 03/20/08 R.E. NAME: GEESEY, DUANE DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 82,105.58 7,479,370.91 ADJUSTMENT OF COMPENSATION 4,882.24 33,408.72 EXTRA WORK 24,441.65 255,352.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 111,429.47 7,768,131.87 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 111,429.47 8,978,131.87 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -15,000.00 TOTAL 110,429.47 8,963,131.87 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 06/20/08 96 78 11 0 69% 56% PROGRESS IS SATISFACTORY GEESEY, DUANE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/08