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 09/23/03 EST. NO.02 TIME 12:56 PM R.E. NAME: SAMPSON, TAD 03-1C6904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/23/03 EST. NO.02 TIME 12:56 PM R.E. NAME: SAMPSON, TAD 03-1C6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CANCEL COZEEP -1,040.00 02 REJECTED WORK -1,004.00 02 -2,044.00 -2,044.00 EQUAL EMPLOYMENT OPPORTUNITY MISS POSTER/BULLETIN -4,559.47 01 0.00 -4,559.47 LABOR COMPLIANCE VIOLATION MISSING PAYROLLSEST2 -10,000.00 02 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -12,044.00 -16,603.47 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C6904 TIME 12:56 PM ESTIMATE NO. 02 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/23/03 LOCATION PROGRESS ESTIMATE 03-PLA-65-14.5/14.7 ----------------- GRANITE CONSTRUCTION COMPANY IN PLACER COUNTY IN AND NEAR P O BOX 50085 LINCOLN FROM 0.3 KM SOUTH TO 0.8 KM WATSONVILLE CA 950775085 NORTH OF GLADDING ROAD FED. AID NO. ACST-P065(77)E ,PH-P065(77)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 8.0000 4,640.00 573.000 4,584.00 02 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 04 CONSTRUCTION AREA SIGNS LS 1,500.0000 1,500.00 0.850 1,275.00 05 TRAFFIC CONTROL SYSTEM LS 14,000.0000 14,000.00 0.550 7,700.00 0.660 9,240.00 S) 06 TEMPORARY TRAFFIC STRIPE (TAPE) M 1.0000 1,020.00 1,004.000 1,004.00 S) 07 TEMPORARY PAVEMENT MARKING (TAPE) M2 32.0000 192.00 5.520 176.64 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 3,240.00 2,089.000 3,133.50 S) 09 TRAFFIC PLASTIC DRUM EA 95.0000 855.00 1.200 114.00 7.200 684.00 S) 10 TEMPORARY PAVEMENT MARKER EA 5.0000 1,500.00 298.000 1,490.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.550 2,750.00 0.660 3,300.00 S) 12 TEMPORARY RAILING (TYPE K) M 48.0000 36,480.00 750.000 36,000.00 750.000 36,000.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 500.0000 7,000.00 14.000 7,000.00 14.000 7,000.00 S) 14 REMOVE METAL BEAM GUARD RAILING M 24.0000 1,824.00 0.000 0.00 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 300.00 0.000 0.00 16 REMOVE HEADWALL EA 700.0000 1,400.00 1.000 700.00 2.000 1,400.00 17 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 1.000 300.00 18 ADJUST FRAME AND COVER TO GRADE EA 600.0000 600.00 1.000 600.00 1.000 600.00 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.9000 15,789.00 7,639.000 14,514.10 S) (18 MM MAXIMUM) 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.2500 900.00 400.000 900.00 S) (45 MM MAXIMUM) 21 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 0.000 0.00 22 REMOVE TREE EA 750.0000 3,750.00 5.000 3,750.00 5.000 3,750.00 PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C6904 TIME 12:56 PM ESTIMATE NO. 02 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 12.0000 34,320.00 1,945.000 23,340.00 1,945.000 23,340.00 24 DITCH EXCAVATION M3 80.0000 1,920.00 0.000 0.00 25 IMPORTED BORROW M3 3.0000 360.00 0.000 0.00 26 STRAW (EROSION CONTROL) TONN 310.0000 620.00 2.000 620.00 2.000 620.00 S) 27 FIBER (EROSION CONTROL) KG 0.7000 280.00 400.000 280.00 400.000 280.00 S) 28 COMPOST (EROSION CONTROL) KG 0.5000 625.00 1,250.000 625.00 1,250.000 625.00 S) 29 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 2,720.00 17.000 2,720.00 17.000 2,720.00 S) 30 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.8000 450.00 250.000 450.00 250.000 450.00 S) 31 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 80.00 50.000 80.00 50.000 80.00 S) 32 CLASS 2 AGGREGATE BASE M3 40.0000 76,400.00 1,458.000 58,320.00 1,458.000 58,320.00 33 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 900.0000 900.00 0.000 0.00 34 ASPHALT CONCRETE (TYPE A) TONN 59.0000 89,680.00 1,403.300 82,794.70 1,403.300 82,794.70 35 ASPHALT CONCRETE (OPEN GRADED) TONN 77.0000 46,970.00 0.000 0.00 36 PAVING ASPHALT (BINDER-PAVEMENT TONN 700.0000 700.00 1.000 700.00 1.000 700.00 REINFORCING FABRIC) 37 PAVEMENT REINFORCING FABRIC M2 3.1500 2,520.00 756.000 2,381.40 756.000 2,381.40 38 CLASS 4 CONCRETE (BACKFILL) M3 750.0000 3,000.00 2.300 1,725.00 9.710 7,282.50 39 450 MM CORRUGATED STEEL PIPE M 360.0000 9,360.00 3.000 1,080.00 25.500 9,180.00 (2.01 MM THICK) 40 450 MM STEEL FLARED END SECTION EA 600.0000 2,400.00 3.000 1,800.00 3.000 1,800.00 41 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 2,300.0000 920.00 0.400 920.00 0.400 920.00 42 ROCK SLOPE PROTECTION FABRIC M2 100.0000 300.00 3.000 300.00 3.000 300.00 43 MARKER (CULVERT) EA 40.0000 80.00 0.000 0.00 44 OBJECT MARKER (TYPE L-1) EA 35.0000 35.00 0.000 0.00 45 METAL BEAM GUARD RAILING M 120.0000 3,720.00 0.000 0.00 S) 46 END SECTION EA 110.0000 440.00 0.000 0.00 S) 47 TERMINAL SYSTEM (TYPE ET) EA 2,800.0000 5,600.00 0.000 0.00 S) 48 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 49 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 3.5000 18,795.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C6904 TIME 12:56 PM ESTIMATE NO. 02 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 THERMOPLASTIC PAVEMENT MARKING M2 5.0000 75.00 0.000 0.00 S) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,600.00 0.000 0.00 S) 52 HIGHWAY LIGHTING LS 21,000.0000 21,000.00 0.500 10,500.00 0.500 10,500.00 S) PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C6904 TIME 12:56 PM ESTIMATE NO. 02 BID OPENING 03/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/19/03 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 250,050.10 295,644.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 250,050.10 295,644.84 ORIGINAL CONTRACT AMOUNT 439,160.00 TOTAL WORK COMPLETED 250,050.10 295,644.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,044.00 -16,603.47 TOTAL 238,006.10 279,041.37 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 07/03/03 35 08/15/03 08/15/03 10/08/03 22 2 0 0 64% 63% PROGRESS IS SATISFACTORY SAMPSON, TAD RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/03