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 02/22/07 EST. NO.04 TIME 01:39 PM R.E. NAME: MENGONI, MARK 06-407204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 204.87 E.W. @ F.A.(+) 120706 N 3332 0 0002 210.25 121306 N 3333 0 0003 105.13 121406 N 3334 0 0004 105.13 010307 N 5936 0 0005 536.39 010907 N 5759 0 0006 467.73 011007 N 5761 0 0007 259.45 011107 N 5762 0 0008 552.93 011207 N 5763 0 0009 501.77 011507 N 5764 0 0010 501.77 011607 N 5765 0 0011 485.04 011707 N 5766 0 0012 416.45 012407 N 5770 0 0013 450.66 012307 N 5769 0 0015 208.23 012507 N 5771 0 002 0002 -546.10 A.C. @ U.P.(-) 022007 N 2 0 005 0002 1,089.79 E.W. @ F.A.(+) 120606 N 3331 0 0003 155.18 010207 N 5935 0 007 0001 319.67 E.W. @ F.A.(+) 012507 N 5772 0 008 0002 940.94 E.W. @ F.A.(+) 122606 N 5752 0 0003 1,938.47 122906 N 5753 0 0004 1,112.84 010507 N 5754 0 012 0001 2,222.83 E.W. @ F.A.(+) 011807 N 5767 0 014 0001 54,909.00 E.W. @ L.S.(+) 022007 N 1 0 67,148.42 TOTAL THIS ESTIMATE -73.47 TOTAL PREVIOUS ESTIMATE 67,074.95 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 02/22/07 EST. NO.04 TIME 01:39 PM R.E. NAME: MENGONI, MARK 06-407204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:39 PM ESTIMATE NO. 04 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/22/07 LOCATION PROGRESS ESTIMATE 06-MAD-99-9.1/9.8 ----------------- 06-MAD-145-8.9/9.2 GRANITE CONSTRUCTION COMPANY IN MADERA COUNTY IN MADERA FROM P O BOX 50085 1.0 KM SOUTH OF SOUTH MADERA WATSONVILLE CA 95077 OVERCROSSING TO 0.8 KM SOUTH OF ROUTE 99 AND 145 SEPARATION FED. AID NO. NH- ( ) MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 1,250.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 216,000.00 20.000 24,000.00 71.000 85,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 10,000.00 85.400 4,270.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 13.0000 14,170.00 785.700 10,214.10 S) 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.111 1,665.00 0.394 5,910.00 07 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.022 330.00 0.174 2,610.00 S) 08 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.111 3,330.00 0.394 11,820.00 S) 09 TYPE III BARRICADE EA 86.0000 2,322.00 7.000 602.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 12,080.00 338.000 1,352.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 13,000.00 92.000 4,600.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.111 1,665.00 0.394 5,910.00 S) 13 TEMPORARY RAILING (TYPE K) M 90.0000 35,100.00 390.300 35,127.00 14 TEMPORARY CRASH CUSHION MODULE EA 200.0000 13,400.00 67.000 13,400.00 S) 15 REMOVE FENCE M 18.0000 11,340.00 499.000 8,982.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 48.0000 8,160.00 149.000 7,152.00 S) 17 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 25.0000 5,500.00 0.000 0.00 S) 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 2,660.00 80.000 160.00 S) 19 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 9.000 900.00 20 REMOVE CULVERT M 36.0000 1,548.00 0.000 0.00 21 REMOVE INLET EA 800.0000 800.00 0.000 0.00 22 REMOVE HEADWALL EA 1,000.0000 2,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:39 PM ESTIMATE NO. 04 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING M2 1.5000 6,225.00 0.000 0.00 24 RELOCATE ROADSIDE SIGN EA 150.0000 1,050.00 2.000 300.00 25 ADJUST FRAME AND COVER TO GRADE EA 800.0000 7,200.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 4,590.00 0.000 0.00 S) 27 REMOVE CONCRETE BARRIER M 280.0000 12,040.00 42.700 11,956.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE M2 80.0000 2,880.00 0.000 0.00 29 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.100 3,000.00 0.130 3,900.00 30 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 31 ROADWAY EXCAVATION M3 28.0000 677,600.00 1,577.000 44,156.00 16,180.000 453,040.00 32 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.000 0.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 535.0000 230,050.00 388.000 207,580.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 214.0000 62,060.00 17.150 3,670.10 17.150 3,670.10 F) 35 STRAW (EROSION CONTROL) TONN 580.0000 5,800.00 0.740 429.20 S) 36 FIBER (EROSION CONTROL) KG 1.0000 3,100.00 221.000 221.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 2,400.00 1.000 800.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 13,000.00 6.800 884.00 S) 39 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,420.00 51.500 103.00 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 900.00 25.800 64.50 S) 41 200 MM ALTERNATIVE CONDUIT M 120.0000 12,000.00 62.000 7,440.00 S) 42 CLASS 2 AGGREGATE BASE M3 80.0000 744,000.00 3,330.000 266,400.00 3,330.000 266,400.00 43 ASPHALT CONCRETE (TYPE A) TONN 112.0000 820,960.00 263.730 29,537.76 318.970 35,724.64 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 245.00 0.000 0.00 AREA) 45 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 160.0000 4,000.00 0.000 0.00 46 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 642.0000 348,606.00 171.000 109,782.00 543.050 348,638.10 S) PILING 47 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 535.0000 61,525.00 85.430 45,705.05 112.860 60,380.10 F) 48 STRUCTURAL CONCRETE, BRIDGE M3 1,605.0000 361,125.00 12.240 19,645.20 12.240 19,645.20 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 36,000.00 7.040 14,080.00 11.270 22,540.00 F) PROGRAM CAS145 PAGE 3 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:39 PM ESTIMATE NO. 04 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRILL AND BOND DOWEL M 107.0000 22,470.00 26.000 2,782.00 26.000 2,782.00 51 CLEAN EXPANSION JOINT M 107.0000 2,140.00 0.000 0.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 0.000 0.00 S) GIRDER (10 M - 15 M) 53 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 192,000.00 0.000 0.00 S) GIRDER (20 M - 25 M) 54 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 40,000.00 0.000 0.00 S) GIRDER 55 FURNISH POLYESTER CONCRETE OVERLAY M3 4,000.0000 16,000.00 0.000 0.00 56 PLACE POLYESTER CONCRETE OVERLAY M2 500.0000 18,000.00 0.000 0.00 F) 57 JOINT SEAL (MR 30 MM) M 300.0000 9,300.00 0.000 0.00 S) 58 BAR REINFORCING STEEL (BRIDGE) KG 5.0000 291,500.00 4,855.000 24,275.00 21,086.650 105,433.25 SF) 59 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 30.0000 23,820.00 0.000 0.00 F) WITHOUT WALKWAY) 60 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 7,940.00 0.000 0.00 SF)WITHOUT WALKWAY) 61 ROADSIDE SIGN - ONE POST EA 300.0000 10,800.00 0.000 0.00 62 ROADSIDE SIGN - TWO POST EA 375.0000 750.00 0.000 0.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 200.00 0.000 0.00 METHOD) 64 450 MM ALTERNATIVE PIPE CULVERT M 180.0000 95,400.00 39.900 7,182.00 446.800 80,424.00 65 450 MM CORRUGATED STEEL PIPE M 200.0000 440.00 0.000 0.00 (1.63 MM THICK) 66 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 2,400.00 0.000 0.00 (1.63 MM THICK) 67 450 MM STEEL FLARED END SECTION EA 210.0000 1,890.00 2.000 420.00 68 MANHOLE EA 4,000.0000 24,000.00 1.500 6,000.00 5.000 20,000.00 69 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 320,000.00 108.480 86,784.00 108.480 86,784.00 CONSTRUCTION) 70 MINOR CONCRETE (TEXTURED PAVING) M2 150.0000 103,500.00 0.000 0.00 71 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,400.00 0.000 0.00 SF) 72 MISCELLANEOUS METAL KG 50.0000 6,750.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 73 MISCELLANEOUS METAL (BRIDGE) KG 32.0000 5,280.00 0.000 0.00 SF) 74 CHAIN LINK FENCE (TYPE CL-1.8) M 37.0000 21,460.00 0.000 0.00 S) 75 SURVEY MONUMENT (TYPE D) EA 700.0000 700.00 0.000 0.00 76 DELINEATOR (CLASS 1) EA 60.0000 3,540.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:39 PM ESTIMATE NO. 04 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CHAIN LINK RAILING (TYPE 7) M 190.0000 14,820.00 0.000 0.00 SF) 78 CONCRETE BARRIER (TYPE 25R MODIFIED) M 2,700.0000 13,500.00 0.000 0.00 F) 79 CONCRETE BARRIER (TYPE 26 MODIFIED) M 430.0000 33,540.00 0.000 0.00 F) 80 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 0.000 0.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,700.0000 14,100.00 0.000 0.00 S) 82 CONCRETE BARRIER (TYPE 60E) M 700.0000 30,100.00 0.000 0.00 83 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 11,500.00 0.000 0.00 S) 84 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,010.00 0.000 0.00 S) (SPRAYABLE) 85 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 3,050.00 2,273.000 5,682.50 S) 86 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 5,700.00 0.000 0.00 S) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,670.00 0.000 0.00 S) 88 SIGNAL AND LIGHTING (LOCATION 1) LS 135,000.0000 135,000.00 0.110 14,850.00 0.258 34,830.00 S) 89 SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.197 26,595.00 0.351 47,385.00 S) 90 EMERGENCY VEHICLE DETECTOR SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 S) (LOCATION 1) 91 EMERGENCY VEHICLE DETECTOR SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 S) (LOCATION 2) 92 LIGHTING (CITY STREET) LS 80,000.0000 80,000.00 0.268 21,440.00 0.281 22,480.00 S) 93 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.002 150.00 S) 94 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-407204 TIME 01:39 PM ESTIMATE NO. 04 BID OPENING 08/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 758,124.11 2,072,045.69 ADJUSTMENT OF COMPENSATION -546.10 -619.57 EXTRA WORK 67,694.52 67,694.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 825,272.53 2,139,120.64 95 MOBILIZATION LS 90,000.0000 90,000.00 0.950 85,500.00 ORIGINAL CONTRACT AMOUNT 5,871,126.00 TOTAL WORK COMPLETED 825,272.53 2,224,620.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 825,272.53 2,224,620.64 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 10/11/06 180 10/26/06 10/26/06 07/23/07 73 4 0 0 37% 41% PROGRESS IS SATISFACTORY MENGONI, MARK RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/22/07