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 05/24/05 EST. NO.10 TIME 12:33 PM R.E. NAME: MENGONI, MARK 06-419604 --------------------------------------------------------------------------- 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 0030 220.66 E.W. @ F.A.(+) 031705 N 80 0 0031 438.26 042505 N 87 0 0032 453.72 042605 N 88 0 003 0032 179.49 E.W. @ F.A.(+) 040805 N 81 0 0033 165.40 041105 N 82 0 0034 79.38 041205 N 83 0 0035 204.30 042105 N 84 0 0036 97.47 042205 N 85 0 1,838.68 TOTAL THIS ESTIMATE 16,600.49 TOTAL PREVIOUS ESTIMATE 18,439.17 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 05/24/05 EST. NO.10 TIME 12:33 PM R.E. NAME: MENGONI, MARK 06-419604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGREGATE TESTS -801.50 04 SWPPP -10,000.00 04 REL SWPPP VIOLATION 10,000.00 06 0.00 -801.50 LABOR COMPLIANCE VIOLATION MISS PYRL -9,066.80 09 0.00 -9,066.80 TOTAL DEDUCTIONS 0.00 -9,868.30 PROGRAM CAS145 PAGE 1 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-41-R31.1/R31.7 ----------------------- YEAGER SKANSKA, INC. IN FRESNO COUNTY IN FRESNO FROM P.O. BOX 87 0.2 KM NORTH OF ALLUVIAL AVENUE RIVERSIDE, CA 92502-0087 UNDERCROSSING TO FRIANT ROAD UNDERCROSSING FED. AID NO. ACNH-P041(97)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 562,500.00 22.000 33,000.00 185.000 277,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 28.0000 3,920.00 57.000 1,596.00 S) 04 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.058 1,450.00 0.493 12,325.00 06 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.012 120.00 0.499 4,990.00 S) 07 TRAFFIC CONTROL SYSTEM LS 282,000.0000 282,000.00 0.058 16,356.00 0.493 139,026.00 S) 08 TYPE II BARRICADE EA 45.0000 360.00 6.000 270.00 S) 09 TYPE III BARRICADE EA 90.0000 270.00 1.000 90.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 92.000 3,220.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 910.00 0.000 0.00 S) (LEFT IN PLACE) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.058 1,160.00 0.493 9,860.00 S) 13 TEMPORARY RAILING (TYPE K) M 26.0000 59,280.00 1,121.000 29,146.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 150.0000 21,000.00 72.000 10,800.00 S) 15 REMOVE CHAIN LINK FENCE M 25.0000 2,100.00 84.000 2,100.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 22.0000 16,500.00 30.000 660.00 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 4,140.00 1,181.000 3,543.00 S) STRIPE 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 18,780.00 389.000 778.00 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 17.0000 1,037.00 0.000 0.00 S) 20 REMOVE WHITE THERMOPLASTIC TRAFFIC M 2.0000 4,380.00 1,293.000 2,586.00 S) STRIPE 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 2,600.00 11.700 234.00 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 1,140.00 584.000 584.00 S) PROGRAM CAS145 PAGE 2 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 125.0000 500.00 0.000 0.00 24 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 0.000 0.00 25 REMOVE CULVERT M 160.0000 800.00 0.000 0.00 26 REMOVE INLET EA 900.0000 1,800.00 0.000 0.00 27 RELOCATE BOULDER MONUMENT EA 550.0000 550.00 0.000 0.00 28 RELOCATE CHAIN LINK FENCE M 50.0000 21,000.00 173.000 8,650.00 S) 29 RELOCATE ROADSIDE SIGN EA 350.0000 4,200.00 0.000 0.00 30 ADJUST FRAME AND GRATE TO GRADE EA 1,600.0000 8,000.00 5.000 8,000.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 16,850.00 863.000 4,315.00 S) 32 REMOVE CONCRETE CURB M 20.0000 220.00 10.300 206.00 33 REMOVE CONCRETE SIDEWALK M3 100.0000 130.00 1.900 190.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 0.400 32,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.000 0.00 36 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 37 ROADWAY EXCAVATION M3 50.0000 124,000.00 1,693.600 84,680.00 38 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 39 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 37,500.00 184.900 18,490.00 F) 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 41,025.00 2,735.000 41,025.00 F) 41 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 19,800.00 80.000 7,200.00 F) 42 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 122,780.00 6,139.000 122,780.00 6,139.000 122,780.00 F) 43 IMPORTED BORROW M3 8.0000 284,000.00 10,000.000 80,000.00 26,987.000 215,896.00 44 HIGHWAY PLANTING LS 11,000.0000 11,000.00 0.000 0.00 S) 45 STRAW (EROSION CONTROL) TONN 580.0000 13,340.00 4.200 2,436.00 S) 46 EROSION CONTROL (DRILL SEED) M2 0.7000 5,880.00 0.000 0.00 S) 47 FIBER (EROSION CONTROL) KG 1.0000 1,840.00 0.000 0.00 S) 48 COMPOST (EROSION CONTROL) KG 0.7500 8,025.00 0.000 0.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 2,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 52.0000 6,240.00 0.000 0.00 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 230.00 180.000 90.00 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,720.00 0.000 0.00 S) 53 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 54 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) 55 EXTEND 200 MM CONDUIT M 350.0000 5,250.00 0.000 0.00 S) 56 CLASS 2 AGGREGATE BASE M3 40.0000 56,000.00 474.200 18,968.00 57 CEMENT TREATED PERMEABLE BASE M3 55.0000 26,950.00 220.000 12,100.00 58 ASPHALT CONCRETE (TYPE A) TONN 55.0000 270,050.00 273.810 15,059.55 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 8,000.00 172.300 4,307.50 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 960.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 760.00 0.000 0.00 62 LIQUID ASPHALT, SC-250 (PRIME COAT) TONN 500.0000 1,800.00 2.350 1,175.00 63 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 720.00 0.000 0.00 64 CONCRETE PAVEMENT M3 260.0000 85,800.00 445.000 115,700.00 65 FURNISH PILING (CLASS 625C) M 60.0000 66,180.00 668.400 40,104.00 66 DRIVE PILE (CLASS 625C) EA 1,100.0000 105,600.00 68.000 74,800.00 S) 67 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 0.450 36,000.00 S) 68 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 40,600.00 88.400 30,940.00 F) 69 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 727,500.00 390.000 292,500.00 F) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 827,200.00 2,045.000 818,000.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 111,150.00 45.000 29,250.00 50.000 32,500.00 F) (TYPE N) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 17,100.00 1.180 2,242.00 F) 73 RIPPED TEXTURE (REINFORCING BAR) M2 30.0000 84,840.00 2,760.000 82,800.00 F) 74 DRILL AND BOND DOWEL M 80.0000 3,760.00 16.000 1,280.00 75 JOINT SEAL (TYPE B - MR 50 MM) M 310.0000 6,510.00 0.000 0.00 S) 76 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 192,850.00 44,889.000 78,555.75 SF) PROGRAM CAS145 PAGE 4 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 265,111.00 149,817.000 262,179.75 SF) 78 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 54,204.00 0.000 0.00 F) 79 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 9,034.00 0.000 0.00 SF) 80 1070 MM CAST-IN-DRILLED-HOLE M 1,600.0000 22,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 290.0000 2,610.00 0.000 0.00 82 ROADSIDE SIGN - TWO POST EA 390.0000 390.00 0.000 0.00 83 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 600.00 0.000 0.00 84 150 MM PLASTIC PIPE M 56.0000 1,624.00 0.000 0.00 85 300 MM CORRUGATED STEEL PIPE M 740.0000 10,360.00 14.000 10,360.00 14.000 10,360.00 (2.01 MM THICK) 86 450 MM CORRUGATED STEEL PIPE M 270.0000 17,550.00 54.900 14,823.00 (1.63 MM THICK) 87 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 10,200.00 382.000 11,460.00 88 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 70.0000 4,060.00 79.000 5,530.00 89 80 MM PLASTIC PIPE M 35.0000 2,100.00 0.000 0.00 (APPROACH SLAB DRAIN OUTLET) 90 150 MM WELDED STEEL PIPE (2.67 MM THICK) M 220.0000 5,940.00 0.000 0.00 91 450 MM STEEL FLARED END SECTION EA 450.0000 450.00 1.000 450.00 92 ROCK SLOPE PROTECTION M3 220.0000 7,700.00 0.000 0.00 (BACKING NO. 2, METHOD B) 93 SLOPE PAVING (CONCRETE) M3 1,000.0000 41,000.00 0.000 0.00 F) 94 ROCK SLOPE PROTECTION FABRIC M2 12.0000 1,320.00 0.000 0.00 95 MINOR CONCRETE (MISCELLANEOUS M3 560.0000 72,800.00 3.240 1,814.40 17.170 9,615.20 CONSTRUCTION) 96 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 9,750.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,429.00 0.000 0.00 F) 98 CHAIN LINK FENCE (TYPE CL-1.2) M 52.0000 3,432.00 0.000 0.00 S) 99 CHAIN LINK FENCE (TYPE CL-1.8) M 56.0000 4,760.00 0.000 0.00 S) 00 3.7 M CHAIN LINK GATE (TYPE CL-1.2) EA 1,200.0000 2,400.00 0.000 0.00 S) 01 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 02 SURVEY MONUMENT EA 600.0000 1,200.00 0.000 0.00 03 DELINEATOR (CLASS 1) EA 30.0000 780.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 OBJECT MARKER (TYPE L) EA 36.0000 180.00 0.000 0.00 05 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 0.000 0.00 06 METAL BEAM GUARD RAILING (STEEL POST) M 65.0000 54,600.00 0.000 0.00 S) 07 CONCRETE BARRIER (TYPE 25) M 180.0000 46,800.00 82.000 14,760.00 82.000 14,760.00 F) 08 CABLE RAILING M 48.0000 25,440.00 0.000 0.00 S) 09 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,200.00 0.000 0.00 S) 10 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 0.000 0.00 S) 11 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0.00 S) 12 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 5,500.00 0.000 0.00 S) 13 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 4,512.00 0.000 0.00 S) (SPRAYABLE) 14 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,760.00 0.000 0.00 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 930.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 16 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,300.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,320.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 19 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 9,360.00 4,631.000 4,631.00 S) 20 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 2,135.00 11.700 409.50 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 5,150.00 218.000 1,090.00 22 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 4,000.00 0.000 0.00 23 COMMUNICATION CONDUIT LS 50,000.0000 50,000.00 0.010 500.00 0.010 500.00 S) 24 ELECTRIC SERVICE (IRRIGATION) LS 3,500.0000 3,500.00 0.000 0.00 S) 25 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.400 20,000.00 0.400 20,000.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 0.000 0.00 S) 27 INSTALL BENCHES EA 500.0000 3,000.00 0.000 0.00 28 DRINKING FOUNTAIN EA 4,500.0000 4,500.00 0.000 0.00 29 BICYCLE PARKING RACK EA 2,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 12:33 PM ESTIMATE NO. 10 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/05 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 05/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 331,550.40 3,082,856.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,838.68 18,439.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 333,389.08 3,101,295.42 30 MOBILIZATION LS 600,000.0000 600,000.00 0.050 30,000.00 1.000 600,000.00 ORIGINAL CONTRACT AMOUNT 6,157,938.00 TOTAL WORK COMPLETED 363,389.08 3,701,295.42 MATERIALS ON HAND ON SITE 34,727.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,868.30 TOTAL 363,389.08 3,726,154.62 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 07/12/04 505 07/27/04 07/27/04 03/06/06 185 19 19 0 59% 47% PROGRESS IS SATISFACTORY MENGONI, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/05