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 06/22/06 EST. NO.06 TIME 01:18 PM 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 06/22/06 EST. NO.06 TIME 01:18 PM 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 0.00 -17,606.85 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -27,606.85 PROGRAM CAS145 PAGE 1 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 01:18 PM ESTIMATE NO. 06 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 06/16/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 06/22/06 LOCATION PROGRESS 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 0.500 10,000.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 840,000.00 18.000 54,000.00 106.000 318,000.00 03 PREPARE STORM WATER POLLUTION LS 12,000.0000 12,000.00 0.750 9,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 96,000.0000 96,000.00 0.500 48,000.00 05 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.600 27,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 194,000.0000 194,000.00 0.080 15,520.00 0.402 77,988.00 S) 07 TYPE III BARRICADE EA 125.0000 10,125.00 53.000 6,625.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 5,700.00 162.980 2,444.70 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 47,520.00 25,368.000 15,220.80 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 35,800.00 1,292.000 25,840.00 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 0.000 0.00 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 11,784.00 0.000 0.00 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 0.000 0.00 17 REMOVE PAVEMENT MARKER EA 1.0000 1,280.00 0.000 0.00 18 REMOVE ROADSIDE SIGN EA 200.0000 2,800.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE M 2.5000 14,025.00 3,710.000 9,275.00 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 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 01:18 PM ESTIMATE NO. 06 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 06/16/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,180.00 249.980 1,499.88 1,874.680 11,248.08 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 72.210 12,636.75 72.210 12,636.75 (WOOD POST) 27 RESET MAILBOX EA 200.0000 4,600.00 0.000 0.00 28 RESET MARKERS AND DELINEATORS EA 100.0000 600.00 0.000 0.00 29 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 8,100.00 0.000 0.00 30 RESET ROADSIDE SIGN (TWO POST) EA 500.0000 1,500.00 0.000 0.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 267,000.00 0.000 0.00 32 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 170.0000 12,070.00 13.230 2,249.10 77.030 13,095.10 33 REMOVE CONCRETE CURB M 18.0000 13,860.00 223.000 4,014.00 653.390 11,761.02 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 45.000 1,080.00 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 19,920.00 177.000 2,124.00 1,577.000 18,924.00 39 IMPORTED BORROW M3 16.0000 24,000.00 0.000 0.00 40 FIBER (EROSION CONTROL) KG 2.0000 2,250.00 0.000 0.00 S) 41 FIBER (EROSION CONTROL FOR WASH AREAS) KG 2.0000 4,000.00 0.000 0.00 S) 42 COMPOST (EROSION CONTROL) M3 100.0000 20,000.00 0.000 0.00 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 0.000 0.00 S) 44 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 4,800.00 0.000 0.00 S) 45 PURE LIVE SEED KG 150.0000 11,100.00 0.000 0.00 S) (EROSION CONTROL FOR WASH AREAS) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,500.00 0.000 0.00 S) 47 STABILIZING EMULSION KG 4.0000 1,200.00 0.000 0.00 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 10,831.850 519,928.80 PROGRAM CAS145 PAGE 3 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 01:18 PM ESTIMATE NO. 06 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 06/16/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,455.870 179,278.51 11,642.390 849,894.47 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 73,810.00 0.000 0.00 AREA) 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 43,600.00 0.000 0.00 53 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 200.0000 15,600.00 0.000 0.00 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 0.000 0.00 57 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 0.000 0.00 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 0.000 0.00 (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 0.000 0.00 (2.01 MM THICK) 63 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 700.0000 11,900.00 0.000 0.00 (2.01 MM THICK) 64 300 MM ENTRANCE TAPER EA 400.0000 800.00 0.000 0.00 65 450 MM ENTRANCE TAPER EA 500.0000 1,000.00 0.000 0.00 66 300 MM DOWNDRAIN SLIP JOINT EA 200.0000 400.00 0.000 0.00 67 450 MM DOWNDRAIN SLIP JOINT EA 250.0000 500.00 0.000 0.00 68 300 MM ANCHOR ASSEMBLY EA 150.0000 300.00 0.000 0.00 69 450 MM ANCHOR ASSEMBLY EA 175.0000 350.00 0.000 0.00 70 300 MM STEEL FLARED END SECTION EA 100.0000 200.00 0.000 0.00 71 450 MM STEEL FLARED END SECTION EA 125.0000 250.00 0.000 0.00 72 600 MM STEEL FLARED END SECTION EA 175.0000 175.00 0.000 0.00 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 0.000 0.00 75 CONCRETE (CONCRETED-ROCK SLOPE M3 400.0000 5,200.00 0.000 0.00 PROTECTION) 76 CONCRETED-ROCK SLOPE PROTECTION M3 800.0000 6,400.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 4 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 01:18 PM ESTIMATE NO. 06 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 06/16/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.500 20,200.00 50.500 20,200.00 (1/4T, METHOD B) 78 ROCK SLOPE PROTECTION FABRIC M2 1.5000 315.00 0.000 0.00 79 MINOR CONCRETE (CURB AND DRIVEWAY) M3 380.0000 163,400.00 45.000 17,100.00 505.420 192,059.60 80 MINOR CONCRETE M3 500.0000 150,000.00 39.750 19,875.00 180.810 90,405.00 (COLORED CURB RAMP AND SIDEWALK) 81 MISCELLANEOUS IRON AND STEEL KG 6.0000 2,280.00 0.000 0.00 S) 82 DELINEATOR (CLASS 1) EA 40.0000 1,480.00 0.000 0.00 83 DELINEATOR (CLASS 2) EA 50.0000 2,450.00 0.000 0.00 84 METAL BEAM GUARD RAILING (WOOD POST) M 200.0000 7,000.00 23.160 4,632.00 23.160 4,632.00 S) 85 PEDESTRIAN BARRICADE EA 2,000.0000 2,000.00 0.000 0.00 S) 86 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 4,000.00 0.000 0.00 S) 87 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 7,000.00 2.000 7,000.00 2.000 7,000.00 S) 88 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 16,800.00 0.000 0.00 S) 89 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 51,600.00 0.000 0.00 S) (SPRAYABLE) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 21,450.00 0.000 0.00 S) 91 LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.300 6,000.00 S) 92 LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.300 7,500.00 S) 93 LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.300 7,500.00 S) 94 LIGHTING (LOCATION 4) LS 25,000.0000 25,000.00 0.300 7,500.00 S) 95 LIGHTING (LOCATION 5) LS 25,000.0000 25,000.00 0.300 7,500.00 S) 96 LIGHTING (LOCATION 6) LS 25,000.0000 25,000.00 0.300 7,500.00 S) 97 MODIFY FLASHING BEACON AND LIGHTING LS 23,000.0000 23,000.00 0.300 6,900.00 S) 98 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.300 7,500.00 S) 99 MODIFY SIGNAL LS 22,000.0000 22,000.00 0.300 6,600.00 S) PROGRAM CAS145 PAGE 5 DATE 06/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-359024 TIME 01:18 PM ESTIMATE NO. 06 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 06/16/06 R.E. NAME: GONZALEZ, ALFONSO DATE OF THIS ESTIMATE 06/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 341,209.24 3,325,086.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 33,235.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 341,209.24 3,358,321.90 00 MOBILIZATION LS 715,690.0000 715,690.00 0.950 679,905.50 ORIGINAL CONTRACT AMOUNT 9,696,969.00 TOTAL WORK COMPLETED 341,209.24 4,038,227.40 MATERIALS ON HAND ON SITE 23,387.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -27,606.85 TOTAL 341,209.24 4,034,008.37 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 10/21/05 280 01/11/06 11/07/05 03/05/07 104 47 0 0 40% 37% PROGRESS IS SATISFACTORY GONZALEZ, ALFONSO RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 06/22/06