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 11/13/07 EST. NO.16 TIME 09:16 AM R.E. NAME: GONZALEZ, ALFONSO 08-359024 --------------------------------------------------------------------------- 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 11/13/07 EST. NO.16 TIME 09:16 AM R.E. NAME: GONZALEZ, ALFONSO 08-359024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED TEST STRIP -16,890.01 04 AC INDEX ADJUSTMENT -716.84 05 ELECTRICAL INSPECION -5,000.00 13 0.00 -22,606.85 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING DOCUMENTS 10,000.00 07 MISSING DOCS -5,000.00 10 MISSING DOCUMENTS -5,000.00 11 MISSING DOCS RECEIVE 10,000.00 14 0.00 0.00 TOTAL DEDUCTIONS 0.00 -22,606.85 PROGRAM CAS145 PAGE 1 DATE 11/13/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 09:16 AM ESTIMATE NO. 16 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 11/13/07 LOCATION FINAL ESTIMATE 08-SBD-62-0.8/9.6 -------------- GRANITE CONSTRUCTION COMPANY IN SAN BERNARDINO COUNTY AT AND 38000 MONROE ST. NEAR MORONGO VALLEY AND YUCCA INDIO, CA 92203 VALLEY FROM 0.1 KM WEST OF HESS BOULEVARD TO LA HONDA WAY FED. AID NO. ACNH-P062(24)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 1.000 20,000.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 840,000.00 285.000 855,000.00 03 PREPARE STORM WATER POLLUTION LS 12,000.0000 12,000.00 1.000 12,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 96,000.0000 96,000.00 1.000 96,000.00 05 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 194,000.0000 194,000.00 1.000 194,000.00 S) 07 TYPE III BARRICADE EA 125.0000 10,125.00 90.000 11,250.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 5,700.00 391.280 5,869.20 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 47,520.00 98,208.000 58,924.80 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 35,800.00 1,365.000 27,300.00 S) 11 FLASHING BEACON (PORTABLE) EA 1,000.0000 4,000.00 4.000 4,000.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 16,000.0000 32,000.00 2.000 32,000.00 S) 13 STAIN EXISTING CONCRETE M2 70.0000 16,100.00 287.500 20,125.00 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 11,784.00 10,800.000 12,960.00 STRIPE 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 1,980.00 178.000 213.60 16 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 6,900.00 460.000 6,900.00 17 REMOVE PAVEMENT MARKER EA 1.0000 1,280.00 1,280.000 1,280.00 18 REMOVE ROADSIDE SIGN EA 200.0000 2,800.00 10.000 2,000.00 19 REMOVE ASPHALT CONCRETE DIKE M 2.5000 14,025.00 5,610.000 14,025.00 20 REMOVE INLET EA 800.0000 800.00 1.000 800.00 21 REMOVE HEADWALL EA 1,000.0000 3,000.00 5.000 5,000.00 22 REMOVE ENDWALL EA 1,000.0000 3,000.00 3.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 11/13/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 09:16 AM ESTIMATE NO. 16 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 11/13/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOWNDRAIN M 250.0000 3,000.00 12.000 3,000.00 24 REMOVE ASPHALT CONCRETE SURFACING M2 6.0000 21,180.00 3,421.700 20,530.20 25 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,150.0000 13,800.00 12.000 13,800.00 26 RECONSTRUCT METAL BEAM GUARD RAILING M 175.0000 12,775.00 73.000 12,775.00 (WOOD POST) 27 RESET MAILBOX EA 200.0000 4,600.00 23.000 4,600.00 28 RESET MARKERS AND DELINEATORS EA 100.0000 600.00 6.000 600.00 29 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 8,100.00 12.000 3,600.00 30 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 1,500.00 1.000 500.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 267,000.00 255,010.820 255,010.82 32 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 170.0000 12,070.00 77.030 13,095.10 33 REMOVE CONCRETE CURB M 18.0000 13,860.00 664.890 11,968.02 34 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 35 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 36 ROADWAY EXCAVATION M3 24.0000 544,800.00 27,524.620 660,590.88 37 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000.00 38 DITCH EXCAVATION M3 12.0000 19,920.00 1,660.000 19,920.00 39 IMPORTED BORROW M3 16.0000 24,000.00 1,650.000 26,400.00 40 FIBER (EROSION CONTROL) KG 2.0000 2,250.00 1,875.000 3,750.00 S) 41 FIBER (EROSION CONTROL FOR WASH AREAS) KG 2.0000 4,000.00 200.000 400.00 S) 42 COMPOST (EROSION CONTROL) M3 100.0000 20,000.00 250.000 25,000.00 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 1.000 1,000.00 S) 44 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 4,800.00 96.000 4,800.00 S) 45 PURE LIVE SEED KG 150.0000 11,100.00 66.100 9,915.00 S) (EROSION CONTROL FOR WASH AREAS) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,500.00 375.000 1,500.00 S) 47 STABILIZING EMULSION KG 4.0000 1,200.00 30.000 120.00 S) (EROSION CONTROL FOR WASH AREAS) 48 TRANSPLANT JOSHUA TREE EA 1,000.0000 64,000.00 80.000 80,000.00 S) 49 CLASS 2 AGGREGATE BASE M3 48.0000 508,800.00 10,926.450 524,469.60 PROGRAM CAS145 PAGE 3 DATE 11/13/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 09:16 AM ESTIMATE NO. 16 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 11/13/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 73.0000 4,861,800.00 60,105.860 4,387,727.78 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 73,810.00 8,387.500 92,262.50 AREA) 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 43,600.00 9,590.000 47,950.00 53 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 200.0000 15,600.00 81.800 16,360.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 66,000.00 30.000 66,000.00 55 BAR REINFORCING STEEL KG 6.0000 4,200.00 691.000 4,146.00 S) 56 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 16.000 4,800.00 57 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 2.000 1,000.00 58 600 MM REINFORCED CONCRETE PIPE M 400.0000 18,400.00 44.290 17,716.00 59 600 MM CORRUGATED STEEL PIPE M 600.0000 2,400.00 5.000 3,000.00 (1.63 MM THICK) 60 750 MM CORRUGATED STEEL PIPE M 700.0000 4,900.00 7.000 4,900.00 (2.01 MM THICK) 61 1600 MM X 1075 MM CORRUGATED STEEL PIPE M 800.0000 3,200.00 4.000 3,200.00 ARCH (2.77 MM THICK) 62 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 650.0000 5,850.00 13.500 8,775.00 (2.01 MM THICK) 63 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 700.0000 11,900.00 17.000 11,900.00 (2.01 MM THICK) 64 300 MM ENTRANCE TAPER EA 400.0000 800.00 2.000 800.00 65 450 MM ENTRANCE TAPER EA 500.0000 1,000.00 2.000 1,000.00 66 300 MM DOWNDRAIN SLIP JOINT EA 200.0000 400.00 2.000 400.00 67 450 MM DOWNDRAIN SLIP JOINT EA 250.0000 500.00 2.000 500.00 68 300 MM ANCHOR ASSEMBLY EA 150.0000 300.00 2.000 300.00 69 450 MM ANCHOR ASSEMBLY EA 175.0000 350.00 2.000 350.00 70 300 MM STEEL FLARED END SECTION EA 100.0000 200.00 2.000 200.00 71 450 MM STEEL FLARED END SECTION EA 125.0000 250.00 2.000 250.00 72 600 MM STEEL FLARED END SECTION EA 175.0000 175.00 1.000 175.00 73 MINOR CONCRETE (BACKFILL) M3 400.0000 11,600.00 29.853 11,941.20 74 CONCRETE (CHANNEL LINING) M3 400.0000 144,000.00 332.600 133,040.00 75 CONCRETE (CONCRETED-ROCK SLOPE M3 400.0000 5,200.00 13.000 5,200.00 PROTECTION) 76 CONCRETED-ROCK SLOPE PROTECTION M3 800.0000 6,400.00 8.000 6,400.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 4 DATE 11/13/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 09:16 AM ESTIMATE NO. 16 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 11/13/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETED-ROCK SLOPE PROTECTION M3 400.0000 25,200.00 63.000 25,200.00 (1/4T, METHOD B) 78 ROCK SLOPE PROTECTION FABRIC M2 1.5000 315.00 210.000 315.00 79 MINOR CONCRETE (CURB AND DRIVEWAY) M3 380.0000 163,400.00 537.500 204,250.00 80 MINOR CONCRETE M3 500.0000 150,000.00 228.980 114,490.00 (COLORED CURB RAMP AND SIDEWALK) 81 MISCELLANEOUS IRON AND STEEL KG 6.0000 2,280.00 380.000 2,280.00 S) 82 DELINEATOR (CLASS 1) EA 40.0000 1,480.00 52.000 2,080.00 83 DELINEATOR (CLASS 2) EA 50.0000 2,450.00 60.000 3,000.00 84 METAL BEAM GUARD RAILING (WOOD POST) M 200.0000 7,000.00 43.750 8,750.00 S) 85 PEDESTRIAN BARRICADE EA 2,000.0000 2,000.00 1.000 2,000.00 S) 86 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 2.000 8,000.00 S) 87 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 7,000.00 3.000 10,500.00 S) 88 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 16,800.00 480.000 16,800.00 S) 89 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 51,600.00 86,000.000 51,600.00 S) (SPRAYABLE) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 21,450.00 7,150.000 21,450.00 S) 91 LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 S) 92 LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 93 LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 94 LIGHTING (LOCATION 4) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 95 LIGHTING (LOCATION 5) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 96 LIGHTING (LOCATION 6) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 97 MODIFY FLASHING BEACON AND LIGHTING LS 23,000.0000 23,000.00 1.000 23,000.00 S) 98 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000.00 S) 99 MODIFY SIGNAL LS 22,000.0000 22,000.00 1.000 22,000.00 S) PROGRAM CAS145 PAGE 5 DATE 11/13/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 09:16 AM ESTIMATE NO. 16 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 11/13/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 8,692,000.70 ADJUSTMENT OF COMPENSATION 0.00 249,494.73 EXTRA WORK 0.00 204,010.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 9,145,506.40 00 MOBILIZATION LS 715,690.0000 715,690.00 1.000 715,690.00 ORIGINAL CONTRACT AMOUNT 9,696,969.00 TOTAL WORK COMPLETED 0.00 9,861,196.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,606.85 TOTAL 0.00 9,838,589.55 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/21/05 280 01/11/06 11/07/05 11/01/06 197 49 0 0 100% 100% GONZALEZ, ALFONSO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/13/07