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 10/20/11 EST. NO.03 TIME 02:21 PM R.E. NAME: TIMMONS, KELLY 01-475804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0001 6,268.00 E.W. @ U.P (+) 101211 N 6-1 0 6,268.00 TOTAL THIS ESTIMATE 76,631.91 TOTAL PREVIOUS ESTIMATE 82,899.91 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 10/20/11 EST. NO.03 TIME 02:21 PM R.E. NAME: TIMMONS, KELLY 01-475804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475804 TIME 02:21 PM ESTIMATE NO. 03 BID OPENING 07/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/20/11 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-36-39.5/ .0 ----------------------- GRANITE CONSTRUCTION COMPANY IN HUMBOLDT COUNTY NEAR DINSMORE P O BOX 50085 1.0 MILE WEST OF VAN DUZEN RIVER WATSONVILLE CA 95077 BRIDGE FED. AID NO. ER-43K2(4)E CONSTRUCT TIEBACK RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 0.000 0.00 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 1,020.00 154.000 462.00 308.000 924.00 003 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.440 660.00 1.000 1,500.00 004 PREPARE STORM WATER POLLUTION LS 1,400.0000 1,400.00 0.200 280.00 0.900 1,260.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.5000 4,275.00 262.500 1,181.25 400.000 1,800.00 006 TEMPORARY SILT FENCE LF 8.0000 480.00 51.000 408.00 102.000 816.00 007 TEMPORARY GRAVEL BAG BERM LF 6.5000 5,200.00 0.000 0.00 008 TEMPORARY CHECK DAM LF 12.0000 1,020.00 44.000 528.00 53.000 636.00 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,000.00 4.000 800.00 4.000 800.00 010 STREET SWEEPING LS 10,500.0000 10,500.00 0.440 4,620.00 1.000 10,500.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,700.0000 1,700.00 0.000 0.00 012 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.650 3,250.00 013 TRAFFIC CONTROL SYSTEM LS 97,500.0000 97,500.00 0.440 42,900.00 1.000 97,500.00 014 FLASHING BEACON (PORTABLE) EA 500.0000 4,000.00 4.000 2,000.00 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,800.0000 10,800.00 0.440 4,752.00 1.000 10,800.00 016 ADVANCE NOTICE PORTABLE CHANGEABLE LS 5,600.0000 5,600.00 0.000 0.00 MESSAGE SIGN 017 TEMPORARY RAILING (TYPE K) LF 17.0000 8,500.00 0.000 0.00 018 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 11,000.00 0.000 0.00 019 ABANDON CULVERT EA 2,000.0000 2,000.00 1.000 2,000.00 020 REMOVE INLET EA 850.0000 850.00 1.000 850.00 021 RESET MILEPOST MARKER EA 150.0000 300.00 1.000 150.00 1.000 150.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 23,400.00 61.000 1,220.00 261.000 5,220.00 PROGRAM CAS145 PAGE 2 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475804 TIME 02:21 PM ESTIMATE NO. 03 BID OPENING 07/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING LS 1,500.0000 1,500.00 1.000 1,500.00 024 ROADWAY EXCAVATION CY 14.5000 114,985.00 6,905.000 100,122.50 025 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 0.000 0.00 026 EROSION CONTROL (COMPOST BLANKET) CY 84.0000 9,240.00 0.000 0.00 027 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2100 6,615.00 31,500.000 6,615.00 31,500.000 6,615.00 028 6" CONDUIT LF 60.0000 3,000.00 50.000 3,000.00 029 CLASS 2 AGGREGATE BASE CY 65.0000 53,950.00 555.360 36,098.40 030 HOT MIX ASPHALT (TYPE A) TON 126.0000 180,180.00 2,160.750 272,254.50 3,015.430 379,944.18 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.3000 3,074.00 604.000 3,201.20 604.000 3,201.20 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.3000 795.00 145.000 768.50 145.000 768.50 033 PLACE HOT MIX ASPHALT SQYD 20.0000 400.00 30.000 600.00 30.000 600.00 (MISCELLANEOUS AREA) 034 TACK COAT TON 2,050.0000 2,050.00 0.890 1,824.50 1.390 2,849.50 035 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 8,250.00 5.500 8,250.00 (F) 036 24" ALTERNATIVE PIPE CULVERT LF 225.0000 27,000.00 105.000 23,625.00 037 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 105.0000 109,200.00 1,040.000 109,200.00 (DEEP) 038 CLASS 1 PERMEABLE MATERIAL CY 95.0000 3,610.00 0.000 0.00 039 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 25.0000 1,500.00 60.000 1,500.00 040 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 55.0000 3,740.00 26.000 1,430.00 49.000 2,695.00 (.064" THICK) 041 8" ENTRANCE TAPER EA 600.0000 600.00 1.000 600.00 042 8" ANCHOR ASSEMBLY EA 300.0000 600.00 3.000 900.00 043 24" ANCHOR ASSEMBLY EA 350.0000 1,400.00 2.000 700.00 044 24" ALTERNATIVE FLARED END SECTION EA 550.0000 550.00 1.000 550.00 045 ROCK SLOPE PROTECTION CY 150.0000 31,500.00 0.000 0.00 (1/4 TON, METHOD B) 046 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 200.0000 1,000.00 10.500 2,100.00 047 ROCK SLOPE PROTECTION CY 150.0000 3,450.00 0.000 0.00 (BACKING NO. 2, METHOD B) 048 ROCK SLOPE PROTECTION FABRIC SQYD 15.0000 255.00 0.000 0.00 049 MISCELLANEOUS IRON AND STEEL LB 1.4600 1,046.82 717.000 1,046.82 (F) PROGRAM CAS145 PAGE 3 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475804 TIME 02:21 PM ESTIMATE NO. 03 BID OPENING 07/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MARKER (CULVERT) EA 150.0000 600.00 4.000 600.00 4.000 600.00 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.9500 7,410.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-475804 TIME 02:21 PM ESTIMATE NO. 03 BID OPENING 07/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: TIMMONS, KELLY DATE OF THIS ESTIMATE 10/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 345,254.95 826,472.10 ADJUSTMENT OF COMPENSATION 0.00 17,737.16 EXTRA WORK 6,268.00 65,162.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 351,522.95 909,372.01 052 MOBILIZATION LS 16,500.0000 16,500.00 1.000 16,500.00 ORIGINAL CONTRACT AMOUNT 793,745.82 TOTAL WORK COMPLETED 351,522.95 925,872.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 351,522.95 925,872.01 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 11/02/10 80 08/10/11 11/17/10 11/10/11 62 171 1 0 80% 77% PROGRESS IS SATISFACTORY TIMMONS, KELLY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/20/11