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 10/23/06 EST. NO.11 TIME 07:13 PM R.E. NAME: MCGEE, JIM 01-363104 --------------------------------------------------------------------------- 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 10/23/06 EST. NO.11 TIME 07:13 PM R.E. NAME: MCGEE, JIM 01-363104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATES -65,695.45 09 MISSING CPM UPDATES -211,128.93 10 APPROVED CPM UPDATE 211,128.93 11 APPROVED CPM UPDATE 65,695.45 11 276,824.38 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/05 -5,000.00 03 PER LTR DATED 12/05 -5,000.00 04 RETURN 8/05 DEDUCT 5,000.00 04 PER LTR DATED 03/06 -3,000.00 05 REC'D PYRLS 03/06 5,000.00 06 PER LTR DATED 07/06 -2,000.00 08 0.00 -5,000.00 LIQUIDATED DAMAGES 25 DAYS @ 4500.00 -112,500.00 11 -112,500.00 -112,500.00 TOTAL DEDUCTIONS 164,324.38 -117,500.00 PROGRAM CAS145 PAGE 1 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 LOCATION PROGRESS ESTIMATE 01-HUM-101-35.9/39.2 ----------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY NEAR REDCREST P O BOX 1006 FROM SOUTH FORK EEL RIVER BRIDGE EUREKA CA 955021006 TO ENGLEWOOD PARK OVERCROSSING FED. AID NO. ACNH-Q101(82)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.500 1,500.00 PROGRAM 02 WATER POLLUTION CONTROL LS 6,500.0000 6,500.00 0.500 3,250.00 03 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 3,000.00 0.500 1,500.00 1.000 3,000.00 04 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 05 TRAFFIC CONTROL SYSTEM LS 66,000.0000 66,000.00 0.500 33,000.00 S) 06 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 2,320.00 68.280 2,731.20 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 3,920.00 1,960.000 3,920.00 08 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 140.000 5,600.00 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,300.0000 18,900.00 1.000 6,300.00 3.000 18,900.00 10 TEMPORARY RAILING (TYPE K) M 50.0000 22,500.00 450.000 22,500.00 11 REMOVE UNDERDRAIN M 10.0000 930.00 87.000 870.00 12 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,750.00 95.250 2,381.25 140.970 3,524.25 S) 13 REMOVE FLARED END SECTION EA 700.0000 4,200.00 2.000 1,400.00 6.000 4,200.00 14 REMOVE PAINTED TRAFFIC STRIPE M 6.0000 2,940.00 490.000 2,940.00 S) 15 REMOVE PAVEMENT MARKING M2 300.0000 1,500.00 4.928 1,478.40 S) 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 7,680.00 1,920.000 7,680.00 17 REMOVE ASPHALT CONCRETE DIKE M 4.0000 12,960.00 3,003.000 12,012.00 18 REMOVE CULVERT M 60.0000 270.00 4.500 270.00 19 REMOVE INLET EA 800.0000 4,000.00 5.000 4,000.00 20 REMOVE DOWNDRAIN M 150.0000 3,450.00 22.500 3,375.00 21 REMOVE ASPHALT CONCRETE SURFACING M3 2,000.0000 1,000.00 0.550 1,100.00 22 RECONSTRUCT METAL BEAM GUARD RAILING M 44.0000 68,200.00 1,390.650 61,188.60 1,531.620 67,391.28 S) PROGRAM CAS145 PAGE 2 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN (ONE POST) EA 200.0000 400.00 2.000 400.00 2.000 400.00 S) 24 RESET ROADSIDE SIGN (TWO POST) EA 400.0000 400.00 1.000 400.00 1.000 400.00 S) 25 RELOCATE ROADSIDE SIGN EA 400.0000 400.00 1.000 400.00 1.000 400.00 S) 26 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 27 ADJUST UTILITY COVER TO GRADE EA 200.0000 200.00 0.000 0.00 28 PLASTIC PIPE LINER (900 MM O.D.) M 400.0000 12,000.00 15.000 6,000.00 30.000 12,000.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 23,350.00 4,041.000 20,205.00 S) 30 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 2,400.00 160.000 2,400.00 31 REMOVE CONCRETE CURB AND ISLAND M2 40.0000 1,200.00 30.000 1,200.00 32 REMOVE BRIDGE RAILING M 100.0000 2,300.00 23.000 2,300.00 33 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000.00 34 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 35 ROADWAY EXCAVATION M3 25.0000 47,500.00 1,900.000 47,500.00 36 ROADWAY EXCAVATION (GORE REMOVAL) M3 20.0000 540.00 27.000 540.00 37 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 75.0000 8,250.00 110.000 8,250.00 F) 38 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 3,400.00 68.000 3,400.00 F) 39 LEAN CONCRETE BACKFILL M3 220.0000 26,180.00 119.000 26,180.00 F) 40 DITCH EXCAVATION M3 85.0000 2,295.00 27.000 2,295.00 41 IMPORTED MATERIAL (SHOULDER BACKING) TONN 24.0000 40,800.00 751.321 18,031.70 875.106 21,002.54 42 GUARD RAILING WEED CONTROL MAT M 44.0000 84,480.00 1,711.420 75,302.48 1,919.600 84,462.40 S) 43 FLARE WEED CONTROL MAT M2 44.0000 7,040.00 127.000 5,588.00 160.000 7,040.00 S) 44 SIGN WEED CONTROL MAT M2 25.0000 1,850.00 0.000 0.00 S) 45 HIGHWAY PLANTING LS 3,500.0000 3,500.00 1.000 3,500.00 S) 46 EROSION CONTROL (BLANKET) M2 40.0000 3,600.00 90.000 3,600.00 S) 47 STRAW (EROSION CONTROL) TONN 520.0000 312.00 0.560 291.20 S) 48 FIBER (EROSION CONTROL) KG 1.7000 578.00 336.000 571.20 S) 49 COMPOST (EROSION CONTROL) M3 750.0000 1,050.00 1.180 885.00 S) PROGRAM CAS145 PAGE 3 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 90.0000 2,070.00 19.710 1,773.90 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 15.0000 285.00 18.200 273.00 S) 52 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.500 2,500.00 S) 53 CLASS 2 AGGREGATE BASE M3 110.0000 1,980.00 17.500 1,925.00 54 SEAL RANDOM CRACKS LNKM 1,310.0000 27,510.00 21.000 27,510.00 55 REPLACE ASPHALT CONCRETE SURFACING M3 230.0000 71,300.00 387.500 89,125.00 56 ASPHALT CONCRETE (TYPE A) TONN 47.0000 1,057,500.00 5,261.250 247,278.75 22,518.440 1,058,366.68 57 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 333,900.00 2,000.000 140,000.00 2,000.000 140,000.00 58 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 55.0000 20,900.00 400.000 22,000.00 400.000 22,000.00 MAXIMUM GRADING) 59 PAVING ASPHALT (BINDER-PAVEMENT TONN 250.0000 27,500.00 90.664 22,666.00 90.664 22,666.00 REINFORCING FABRIC) 60 PAVEMENT REINFORCING FABRIC M2 0.7000 63,350.00 90,440.000 63,308.00 90,440.000 63,308.00 61 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 32.0000 39,360.00 1,230.000 39,360.00 1,401.630 44,852.16 AREA) 62 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 1,000.00 268.500 1,074.00 268.500 1,074.00 63 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 560.00 133.000 532.00 133.000 532.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 11,040.00 2,751.500 11,006.00 2,751.500 11,006.00 65 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 720.00 192.000 768.00 192.000 768.00 66 CENTERLINE RUMBLE STRIP STA 88.0000 4,664.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 67 SOLDIER PILE M 270.0000 211,950.00 840.720 226,994.40 68 750 MM DRILLED HOLE M 200.0000 157,000.00 887.440 177,488.00 S) 69 STRUCTURAL CONCRETE, BRIDGE M3 6,000.0000 30,000.00 5.280 31,680.00 70 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,000.0000 65,000.00 65.000 65,000.00 F) 71 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 66,600.00 245.300 73,590.00 72 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 8,100.00 5.380 8,070.00 F) 73 MINOR CONCRETE (INVERT PAVING) M3 1,700.0000 22,100.00 13.000 22,100.00 13.000 22,100.00 74 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 16,881.00 9,930.000 16,881.00 SF) 75 SHOTCRETE M3 450.0000 27,450.00 61.000 27,450.00 F) 76 TIMBER LAGGING M3 1,500.0000 49,500.00 33.000 49,500.00 F) PROGRAM CAS145 PAGE 4 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM ALTERNATIVE PIPE CULVERT M 650.0000 14,950.00 23.000 14,950.00 78 150 MM CORRUGATED STEEL PIPE M 95.0000 9,310.00 98.000 9,310.00 (2.01 MM THICK) 79 450 MM BITUMINOUS COATED CORRUGATED M 550.0000 2,475.00 4.500 2,475.00 STEEL PIPE (2.77 MM THICK) 80 600 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 500.00 0.500 500.00 STEEL PIPE (2.77 MM THICK) 81 50 MM SLOTTED PLASTIC PIPE M 40.0000 2,120.00 53.000 2,120.00 (SUBGRADE DRAIN) 82 50 MM PLASTIC PIPE M 40.0000 1,400.00 35.000 1,400.00 (SUBGRADE DRAIN OUTLET) 83 HORIZONTAL DRAIN CONNECTOR UNIT EA 50.0000 100.00 2.000 100.00 84 SUBGRADE DRAIN CONNECTOR UNIT EA 50.0000 550.00 11.000 550.00 85 200 MM ALTERNATIVE PIPE UNDERDRAIN M 120.0000 39,600.00 321.000 38,520.00 86 100 MM GALVANIZED STEEL PIPE M 150.0000 1,800.00 0.000 0.00 87 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 350.0000 1,050.00 3.000 1,050.00 (2.01 MM THICK) 88 200 MM BITUMINOUS COATED CORRUGATED M 85.0000 3,145.00 0.000 0.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 89 600 MM BITUMINOUS COATED CORRUGATED M 250.0000 5,750.00 22.500 5,625.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 90 750 MM BITUMINOUS COATED CORRUGATED M 350.0000 1,575.00 4.500 1,575.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 91 200 MM BITUMINOUS COATED ENTRANCE TAPER EA 260.0000 520.00 0.000 0.00 92 600 MM ANCHOR ASSEMBLY EA 320.0000 960.00 3.000 960.00 93 750 MM ANCHOR ASSEMBLY EA 360.0000 720.00 2.000 720.00 94 900 MM CORRUGATED STEEL PIPE INLET M 1,800.0000 2,160.00 1.150 2,070.00 (2.77 MM THICK) 95 600 MM STEEL FLARED END SECTION EA 1,200.0000 2,400.00 2.000 2,400.00 96 750 MM STEEL FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800.00 97 1050 MM STEEL FLARED END SECTION EA 2,600.0000 2,600.00 1.000 2,600.00 98 1200 MM STEEL FLARED END SECTION EA 2,700.0000 2,700.00 1.000 2,700.00 99 ROCK SLOPE PROTECTION M3 1,000.0000 200.00 0.200 200.00 0.200 200.00 (BACKING NO. 2, METHOD B) 00 MISCELLANEOUS IRON AND STEEL KG 2.5000 1,622.50 649.000 1,622.50 F) 01 GUARD RAILING DELINEATOR EA 15.0000 1,800.00 105.000 1,575.00 119.000 1,785.00 S) PROGRAM CAS145 PAGE 5 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 02 METAL BEAM GUARD RAILING M 64.0000 16,640.00 160.040 10,242.56 236.240 15,119.36 S) 03 METAL BEAM GUARD RAILING (SPECIAL) M 480.0000 5,760.00 12.000 5,760.00 S) 04 TUBULAR BICYCLE RAILING M 251.0000 24,096.00 96.000 24,096.00 SF) 05 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 0.000 0.00 S) 06 END SECTION EA 150.0000 450.00 3.000 450.00 S) 07 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 15,000.00 4.000 12,000.00 5.000 15,000.00 S) 08 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 18,000.00 6.000 12,000.00 9.000 18,000.00 S) 09 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 28,800.00 96.000 28,800.00 F) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 THERMOPLASTIC PAVEMENT MARKING M2 120.0000 1,440.00 0.000 0.00 S) 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 280.00 0.000 0.00 S) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 15.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 14 PAINT TRAFFIC STRIPE (1-COAT) M 0.1800 1,890.00 0.000 0.00 S) 15 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 5,005.00 0.000 0.00 S) 16 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 36.00 0.000 0.00 S) TYPE C) 17 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,600.00 0.000 0.00 S) 18 LIGHTING LS 99,000.0000 99,000.00 1.000 99,000.00 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 24,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-363104 TIME 07:13 PM ESTIMATE NO. 11 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: MCGEE, JIM DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 787,002.34 2,991,255.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 25,720.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 787,002.34 3,016,975.67 21 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000.00 ORIGINAL CONTRACT AMOUNT 3,543,084.50 TOTAL WORK COMPLETED 787,002.34 3,316,975.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 164,324.38 -117,500.00 TOTAL 951,326.72 3,199,475.67 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 05/10/05 240 06/20/05 05/25/05 01/16/07 169 179 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY PCNT TIME ELAPSED INPUT BECAUSE TAKING LD'S MCGEE, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/06