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 12/23/05 EST. NO.06 TIME 03:01 PM R.E. NAME: KOECKRITZ, MARK 03-3C9304 --------------------------------------------------------------------------- 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 12/23/05 EST. NO.06 TIME 03:01 PM R.E. NAME: KOECKRITZ, MARK 03-3C9304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON SPEC PCCP -55,000.00 04 WATER POLLUTION RET -169,158.34 04 OUT-OF-STATE INSPECT -5,000.00 05 WATER POLLUTION RET 169,158.34 05 0.00 -60,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/05 -10,000.00 02 SECT 4104 VIOLATION -10,800.00 04 RETURN 8/05 DEDUCT 10,000.00 05 SECT. 4104 VIOLATION 10,251.00 05 CPER LTR DATED 12/05 -4,000.00 06 -4,000.00 -4,549.00 TOTAL DEDUCTIONS -4,000.00 -64,549.00 PROGRAM CAS145 PAGE 1 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 03:01 PM ESTIMATE NO. 06 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: KOECKRITZ, MARK DATE OF THIS ESTIMATE 12/23/05 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-80-R60.6/R63.5 ----------------------- R AND L BROSAMER INC IN NEVADA AND PLACER COUNTIES NEAR P O BOX 238 CISCO GROVE FROM 2.1 KM WEST OF THE ALAMO CA 94507 INDIAN SPRINGS UNDERCROSSING AND AT 0.1 KM EAST OF CISCO OVERCROSSING FED. AID NO. ACIM-080 -4(177)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 12.0000 5,040.00 463.700 5,564.40 02 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.150 6,000.00 0.950 38,000.00 04 TEMPORARY EROSION CONTROL M2 1.0000 4,500.00 2,250.000 2,250.00 2,250.000 2,250.00 05 TEMPORARY FIBER ROLL M 12.0000 8,400.00 252.100 3,025.20 06 TEMPORARY SILT FENCE M 12.0000 6,600.00 242.100 2,905.20 07 TEMPORARY CONCRETE WASHOUT FACILITY LS 4,000.0000 4,000.00 0.150 600.00 0.950 3,800.00 08 TEMPORARY CONSTRUCTION ENTRANCE LS 10,000.0000 10,000.00 0.100 1,000.00 0.900 9,000.00 09 TEMPORARY COVER M2 3.0000 1,500.00 300.000 900.00 10 TEMPORARY CHECK DAM M 20.0000 1,500.00 22.200 444.00 11 MOVE-IN/MOVE-OUT EA 750.0000 1,500.00 2.000 1,500.00 (TEMPORARY EROSION CONTROL) 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.900 9,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.150 9,000.00 0.950 57,000.00 S) 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 10.0000 9,900.00 984.750 9,847.50 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,320.00 1,712.000 3,424.00 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 800.00 30.000 1,500.00 S) 17 TEMPORARY PAVEMENT MARKER EA 6.0000 534.00 84.000 504.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.150 900.00 0.950 5,700.00 S) 19 TEMPORARY RAILING (TYPE K) M 55.0000 50,050.00 984.000 54,120.00 S) 20 REMOVE METAL BEAM GUARD RAILING M 30.0000 2,730.00 91.000 2,730.00 21 REMOVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 22 REMOVE TRAFFIC STRIPE M 5.0000 10,300.00 2,055.000 10,275.00 PROGRAM CAS145 PAGE 2 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 03:01 PM ESTIMATE NO. 06 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: KOECKRITZ, MARK DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 24 450 MM PLASTIC PIPELINER M 1,200.0000 4,800.00 4.000 4,800.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 19,600.00 3,920.000 19,600.00 26 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 27 ROADWAY EXCAVATION M3 120.0000 379,200.00 3,237.000 388,440.00 28 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 29 IMPORTED BORROW M3 10.0000 15,700.00 1,562.800 15,628.00 30 IMPORTED MATERIAL (SHOULDER BACKING) M3 120.0000 4,320.00 45.000 5,400.00 31 DUFF M2 3.0000 14,100.00 955.000 2,865.00 4,700.000 14,100.00 S) 32 EROSION CONTROL (BLANKET) M2 4.0000 8,320.00 2,000.000 8,000.00 2,000.000 8,000.00 S) 33 STRAW-WOOD MULCH (EROSION CONTROL) M3 10.0000 5,000.00 100.000 1,000.00 100.000 1,000.00 S) 34 FIBER (EROSION CONTROL) KG 1.0000 1,600.00 1,600.000 1,600.00 1,600.000 1,600.00 S) 35 FIBER ROLLS M 10.0000 7,000.00 416.500 4,165.00 416.500 4,165.00 S) 36 BOULDER PLACEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000.00 S) 37 COMPOST (EROSION CONTROL) M3 400.0000 1,600.00 4.000 1,600.00 4.000 1,600.00 S) 38 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500.00 2.000 1,500.00 S) 39 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 8,800.00 110.000 8,800.00 110.000 8,800.00 S) 40 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 4,800.00 3,200.000 4,800.00 3,200.000 4,800.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,600.00 400.000 1,600.00 400.000 1,600.00 S) 42 CLASS 2 AGGREGATE SUBBASE M3 45.0000 32,850.00 778.100 35,014.50 43 CLASS 2 AGGREGATE BASE M3 65.0000 6,045.00 93.000 6,045.00 44 LEAN CONCRETE BASE M3 240.0000 244,800.00 1,020.000 244,800.00 45 ASPHALT CONCRETE (TYPE A) TONN 100.0000 114,000.00 1,323.070 132,307.00 46 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 25.0000 575.00 22.600 565.00 22.600 565.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 4,800.00 838.700 4,193.50 956.700 4,783.50 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 1,185.00 78.700 1,180.50 78.700 1,180.50 49 CONCRETE PAVEMENT M3 275.0000 541,750.00 1,975.290 543,204.75 PROGRAM CAS145 PAGE 3 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 03:01 PM ESTIMATE NO. 06 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: KOECKRITZ, MARK DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONCRETE AND GABION COLORIZATION LS 5,000.0000 5,000.00 0.100 500.00 0.100 500.00 51 CONCRETE PAVEMENT (W/ REINFORCEMENT) M3 400.0000 20,000.00 46.900 18,760.00 52 SEAL PAVEMENT JOINT M 5.0000 12,050.00 2,410.000 12,050.00 53 SEAL LONGITUDINAL ISOLATION JOINT M 40.0000 33,600.00 840.000 33,600.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 9,000.00 6.000 9,000.00 F) 55 MINOR CONCRETE (INVERT PAVING) M3 1,000.0000 23,000.00 23.000 23,000.00 F) 56 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 108,570.00 15,510.000 108,570.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 7,755.00 15,510.000 7,755.00 SF) 58 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 7,000.0000 105,000.00 15.000 105,000.00 S) PILE (SIGN FOUNDATION) 59 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 5,000.00 0.000 0.00 METHOD) 60 600 MM CORRUGATED STEEL PIPE M 650.0000 2,600.00 4.000 2,600.00 (1.63 MM THICK) 61 5.02 M X 3.86 M STRUCTURAL STEEL PLATE M 8,500.0000 102,000.00 12.000 102,000.00 PIPE ARCH (5.83 MM THICK) 62 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 1,500.00 0.000 0.00 63 600 MM STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 64 1050 MM STEEL FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 65 ROCK SLOPE PROTECTION M3 125.0000 5,000.00 39.500 4,937.50 (FACING, METHOD B) 66 GABION M3 350.0000 6,300.00 18.000 6,300.00 18.000 6,300.00 67 FILTER FABRIC (GABION) M2 3.0000 54.00 18.000 54.00 18.000 54.00 68 ROCK SLOPE PROTECTION FABRIC M2 3.0000 420.00 160.600 481.80 69 DELINEATOR (CLASS 2) EA 50.0000 2,200.00 19.000 950.00 19.000 950.00 70 DELINEATOR (CLASS 2, METAL POST) EA 75.0000 1,050.00 0.000 0.00 71 MARKER (CULVERT) EA 60.0000 480.00 8.000 480.00 8.000 480.00 72 OBJECT MARKER (TYPE L-1) EA 75.0000 225.00 3.000 225.00 73 PIPE BOLLARD EA 500.0000 5,000.00 8.000 4,000.00 74 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 12,600.00 79.300 7,137.00 140.300 12,627.00 S) 75 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 7,500.00 1.000 2,500.00 3.000 7,500.00 S) 76 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 4,000.00 1.000 1,000.00 4.000 4,000.00 S) PROGRAM CAS145 PAGE 4 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 03:01 PM ESTIMATE NO. 06 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: KOECKRITZ, MARK DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 15,600.00 1,295.000 15,540.00 1,295.000 15,540.00 S) (RECESSED) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 10,400.00 1,295.000 10,360.00 1,295.000 10,360.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 79 100 MM TWO-COMPONENT PAINT M 1.5000 1,950.00 1,295.000 1,942.50 1,295.000 1,942.50 S) TRAFFIC STRIPE 80 HIGHWAY LIGHTING LS 425,000.0000 425,000.00 0.574 243,950.00 0.791 336,175.00 S) 81 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.594 29,700.00 0.954 47,700.00 S) PROGRAM CAS145 PAGE 5 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C9304 TIME 03:01 PM ESTIMATE NO. 06 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/05 R.E. NAME: KOECKRITZ, MARK DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 384,532.50 2,575,230.35 ADJUSTMENT OF COMPENSATION 0.00 2,035.00 EXTRA WORK 0.00 28,071.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 384,532.50 2,605,336.43 82 MOBILIZATION LS 275,000.0000 275,000.00 1.000 275,000.00 ORIGINAL CONTRACT AMOUNT 2,947,923.00 TOTAL WORK COMPLETED 384,532.50 2,880,336.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -64,549.00 TOTAL 380,532.50 2,815,787.43 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 06/17/05 120 07/07/05 07/05/05 12/27/05 112 4 0 0 95% 93% PROGRESS IS SATISFACTORY KOECKRITZ, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/05