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 09/22/06 EST. NO.26 TIME 06:17 AM 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 --------------------------------------------------------------------------- *** 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 09/22/06 EST. NO.26 TIME 06:17 AM 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 AB GRADATION FAILED -1,200.00 14 NO CPM 9-20 - 10-20 -5,000.00 15 NO CPM 9-20/11-20 -15,000.00 16 RESTAKING CHARGES -680.00 16 CPM DEDUCTION -25,000.00 17 RESTAKING RELEASE 680.00 17 CPM RELEASE 45,000.00 19 CPM DEDUCTION -44,866.46 20 MISS CERT OF COMP -15,000.00 21 PROFILOGRAM SPECS -4,000.00 21 CPM RELEASE 44,866.46 22 MISS CERT OF COMP 5,000.00 22 CERT OF COMP 10,000.00 25 PROFILOGRAM NOT RECD -10,000.00 25 PROFILOGRM SPEC 2,000.00 25 0.00 -14,001.50 LABOR COMPLIANCE VIOLATION MISS PYRL -9,066.80 09 MISS PYRL -10,000.00 11 MISS PYRL -10,000.00 12 MISS PYLR RECD #9&11 19,066.80 13 MISS PYRL -10,000.00 13 MISS PYRL RECD #12 10,000.00 15 MISS PYRL -10,000.00 17 MISS PYRL -10,000.00 18 MISS PYRL -1,000.00 23 RECD PYRLS #13,17,18 30,000.00 23 MISS PYRL -1,000.00 24 RECD PYRL #23 & 24 2,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 -14,001.50 PROGRAM CAS145 PAGE 1 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 LOCATION 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 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 562,500.00 394.000 591,000.00 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 1.000 3,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 1.000 25,000.00 06 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.800 8,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 282,000.0000 282,000.00 1.000 282,000.00 S) 08 TYPE II BARRICADE EA 45.0000 360.00 8.000 360.00 S) 09 TYPE III BARRICADE EA 90.0000 270.00 2.000 180.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 157.000 5,495.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 910.00 9.000 315.00 S) (LEFT IN PLACE) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 26.0000 59,280.00 2,340.000 60,840.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 150.0000 21,000.00 125.000 18,750.00 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 16,500.00 720.000 15,840.00 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 4,140.00 1,297.000 3,891.00 S) STRIPE 18 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 18,780.00 2,937.000 5,874.00 S) 19 REMOVE PAINTED PAVEMENT MARKING M2 17.0000 1,037.00 48.750 828.75 S) 20 REMOVE WHITE THERMOPLASTIC TRAFFIC M 2.0000 4,380.00 1,781.000 3,562.00 S) STRIPE 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 2,600.00 45.700 914.00 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 1,140.00 810.000 810.00 S) PROGRAM CAS145 PAGE 2 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 875.00 24 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 1.000 4,500.00 25 REMOVE CULVERT M 160.0000 800.00 5.000 800.00 26 REMOVE INLET EA 900.0000 1,800.00 2.000 1,800.00 27 RELOCATE BOULDER MONUMENT EA 550.0000 550.00 1.000 550.00 28 RELOCATE CHAIN LINK FENCE M 50.0000 21,000.00 863.600 43,180.00 S) 29 RELOCATE ROADSIDE SIGN EA 350.0000 4,200.00 11.000 3,850.00 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 4,053.000 20,265.00 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 1.000 80,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 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 2,647.000 132,350.00 38 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 39 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 37,500.00 375.000 37,500.00 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 19,800.00 220.000 19,800.00 F) 42 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 122,780.00 6,139.000 122,780.00 F) 43 IMPORTED BORROW M3 8.0000 284,000.00 37,560.000 300,480.00 44 HIGHWAY PLANTING LS 11,000.0000 11,000.00 1.000 11,000.00 S) 45 STRAW (EROSION CONTROL) TONN 580.0000 13,340.00 15.900 9,222.00 S) 46 EROSION CONTROL (DRILL SEED) M2 0.7000 5,880.00 8,400.000 5,880.00 S) 47 FIBER (EROSION CONTROL) KG 1.0000 1,840.00 1,818.000 1,818.00 S) 48 COMPOST (EROSION CONTROL) KG 0.7500 8,025.00 9,705.000 7,278.75 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 2,100.00 3.000 2,100.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,240.00 117.410 6,105.32 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 230.00 454.500 227.25 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,720.00 424.200 1,696.80 S) 53 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.131 655.00 1.000 5,000.00 S) 54 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.958 19,160.00 S) 55 EXTEND 200 MM CONDUIT M 350.0000 5,250.00 3.400 1,190.00 S) 56 CLASS 2 AGGREGATE BASE M3 40.0000 56,000.00 1,545.000 61,800.00 57 CEMENT TREATED PERMEABLE BASE M3 55.0000 26,950.00 543.000 29,865.00 58 ASPHALT CONCRETE (TYPE A) TONN 55.0000 270,050.00 4,703.230 258,677.65 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 8,000.00 495.300 12,382.50 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 960.00 199.000 796.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 760.00 167.000 668.00 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 3.600 720.00 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 1,051.100 63,066.00 66 DRIVE PILE (CLASS 625C) EA 1,100.0000 105,600.00 96.000 105,600.00 S) 67 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 S) 68 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 40,600.00 116.000 40,600.00 F) 69 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 727,500.00 970.000 727,500.00 F) 70 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 827,200.00 2,068.000 827,200.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 111,150.00 171.000 111,150.00 F) (TYPE N) 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 17,100.00 8.030 15,257.00 F) 73 RIPPED TEXTURE (REINFORCING BAR) M2 30.0000 84,840.00 2,828.000 84,840.00 F) 74 DRILL AND BOND DOWEL M 80.0000 3,760.00 47.000 3,760.00 75 JOINT SEAL (TYPE B - MR 50 MM) M 310.0000 6,510.00 21.000 6,510.00 S) 76 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 192,850.00 110,200.000 192,850.00 SF) PROGRAM CAS145 PAGE 4 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 265,111.00 151,492.000 265,111.00 SF) 78 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 54,204.00 9,034.000 54,204.00 F) 79 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 9,034.00 9,034.000 9,034.00 SF) 80 1070 MM CAST-IN-DRILLED-HOLE M 1,600.0000 22,400.00 13.400 21,440.00 S) CONCRETE PILE (SIGN FOUNDATION) 81 ROADSIDE SIGN - ONE POST EA 290.0000 2,610.00 7.000 2,030.00 82 ROADSIDE SIGN - TWO POST EA 390.0000 390.00 3.000 1,170.00 83 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 600.00 5.400 540.00 84 150 MM PLASTIC PIPE M 56.0000 1,624.00 29.000 1,624.00 85 300 MM CORRUGATED STEEL PIPE M 740.0000 10,360.00 14.000 10,360.00 (2.01 MM THICK) 86 450 MM CORRUGATED STEEL PIPE M 270.0000 17,550.00 64.400 17,388.00 (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 60.000 2,100.00 (APPROACH SLAB DRAIN OUTLET) 90 150 MM WELDED STEEL PIPE (2.67 MM THICK) M 220.0000 5,940.00 27.000 5,940.00 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 38.600 8,492.00 (BACKING NO. 2, METHOD B) 93 SLOPE PAVING (CONCRETE) M3 1,000.0000 41,000.00 51.200 51,200.00 F) 94 ROCK SLOPE PROTECTION FABRIC M2 12.0000 1,320.00 108.000 1,296.00 95 MINOR CONCRETE (MISCELLANEOUS M3 560.0000 72,800.00 121.790 68,202.40 CONSTRUCTION) 96 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 9,750.00 124.500 9,337.50 97 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,429.00 1,143.000 3,429.00 F) 98 CHAIN LINK FENCE (TYPE CL-1.2) M 52.0000 3,432.00 66.000 3,432.00 S) 99 CHAIN LINK FENCE (TYPE CL-1.8) M 56.0000 4,760.00 76.000 4,256.00 S) 00 3.7 M CHAIN LINK GATE (TYPE CL-1.2) EA 1,200.0000 2,400.00 2.000 2,400.00 S) 01 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 02 SURVEY MONUMENT EA 600.0000 1,200.00 2.000 1,200.00 03 DELINEATOR (CLASS 1) EA 30.0000 780.00 13.000 390.00 PROGRAM CAS145 PAGE 5 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.500 54.00 05 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 1.000 30.00 06 METAL BEAM GUARD RAILING (STEEL POST) M 65.0000 54,600.00 820.950 53,361.75 S) 07 CONCRETE BARRIER (TYPE 25) M 180.0000 46,800.00 260.000 46,800.00 F) 08 CABLE RAILING M 48.0000 25,440.00 530.000 25,440.00 S) 09 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,200.00 7.000 4,200.00 S) 10 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 1.000 5,500.00 S) 11 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 1.000 700.00 S) 12 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 5,500.00 117.270 5,863.50 S) 13 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 4,512.00 3,110.800 3,732.96 S) (SPRAYABLE) 14 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,760.00 1,188.700 3,566.10 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 930.00 311.800 935.40 S) (BROKEN 3.66 M - 0.92 M) 16 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 236.300 236.30 S) (BROKEN 1.83 M - 0.30 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,300.00 2,071.400 2,071.40 S) (BROKEN 10.98 M - 3.66 M) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,320.00 1,788.100 1,788.10 S) (BROKEN 5.18 M - 2.14 M) 19 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 9,360.00 9,940.000 9,940.00 S) 20 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 2,135.00 48.800 1,708.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 5,150.00 1,203.000 6,015.00 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 1.000 50,000.00 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 1.000 50,000.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 30,000.0000 30,000.00 1.000 30,000.00 S) 27 INSTALL BENCHES EA 500.0000 3,000.00 6.000 3,000.00 6.000 3,000.00 28 DRINKING FOUNTAIN EA 4,500.0000 4,500.00 1.000 4,500.00 29 BICYCLE PARKING RACK EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 6 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-419604 TIME 06:17 AM ESTIMATE NO. 26 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 09/20/06 R.E. NAME: MENGONI, MARK DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,655.00 5,626,260.43 ADJUSTMENT OF COMPENSATION 0.00 195,334.90 EXTRA WORK 0.00 199,609.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,655.00 6,021,204.47 30 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000.00 ORIGINAL CONTRACT AMOUNT 6,157,938.00 TOTAL WORK COMPLETED 3,655.00 6,621,204.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,001.50 TOTAL 3,655.00 6,607,202.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 10/01/06 478 57 19 84 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MENGONI, MARK RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 09/22/06