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 02/23/05 EST. NO.10 TIME 06:04 AM R.E. NAME: JACK COLLINS 06-434504 --------------------------------------------------------------------------- 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 0017 531.22 E.W. @ F.A.(+) 120304 N 1234 0 0018 1,694.27 120804 N 1284 0 0019 1,392.93 120904 N 1294 0 0020 1,305.62 121004 N 121040 003 0001 401.43 E.W. @ F.A.(+) 121504 N 121540 0002 185.56 121304 N 121340 0003 564.94 121504 N 1215B0 0004 1,187.84 122004 N 122040 0005 2,404.52 122104 N 122140 0006 1,808.67 122204 N 122240 0007 2,139.07 122304 N 122340 0008 1,015.01 121404 N 121440 14,631.08 TOTAL THIS ESTIMATE 56,190.97 TOTAL PREVIOUS ESTIMATE 70,822.05 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 02/23/05 EST. NO.10 TIME 06:04 AM R.E. NAME: JACK COLLINS 06-434504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 06:04 AM ESTIMATE NO. 10 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 02/23/05 LOCATION PROGRESS ESTIMATE 06-KER-99-20.9/21.6 ----------------- GRIFFITH COMPANY IN KERN COUNTY IN BAKERSFIELD FROM P O BOX 70157 WHITE LANE OVERCROSSING TO PLANZ BAKERSFIELD CA 93387 ROAD OVERCROSSING FED. AID NO. ACNH-P099(466)E INSTALL AUXILLARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE M 16.0000 1,760.00 223.000 3,568.00 S) 02 PREPARE STORM WATER POLLUTION LS 2,600.0000 2,600.00 0.250 650.00 1.000 2,600.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 18,000.0000 18,000.00 0.100 1,800.00 1.000 18,000.00 04 TEMPORARY SILT FENCE M 34.0000 12,920.00 260.400 8,853.60 S) 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,300.0000 4,600.00 0.500 1,150.00 2.000 4,600.00 S) 06 CONSTRUCTION AREA SIGNS LS 3,100.0000 3,100.00 0.800 2,480.00 S) 07 TRAFFIC CONTROL SYSTEM LS 14,000.0000 14,000.00 0.100 1,400.00 1.000 14,000.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 12,660.00 4,214.000 12,642.00 S) 09 TEMPORARY PAVEMENT MARKING (TAPE) M2 43.0000 1,634.00 37.500 1,612.50 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 1,302.00 31.000 1,302.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.5000 945.00 472.000 1,652.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.100 300.00 1.000 3,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 35.0000 42,000.00 1,200.000 42,000.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 210.0000 7,350.00 35.000 7,350.00 S) 15 ABANDON CULVERT EA 3,200.0000 3,200.00 1.000 3,200.00 16 REMOVE FENCE M 20.0000 4,800.00 256.000 5,120.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 65.0000 1,625.00 25.000 1,625.00 S) 18 REMOVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 3,040.00 87.000 348.00 S) STRIPE 20 REMOVE PAVEMENT MARKING M2 54.0000 864.00 6.780 366.12 S) 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,710.00 1,539.000 4,617.00 S) 22 REMOVE PAVEMENT MARKER EA 1.5000 285.00 463.000 694.50 S) PROGRAM CAS145 PAGE 2 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 06:04 AM ESTIMATE NO. 10 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 100.0000 900.00 6.000 600.00 24 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 25 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000.00 26 REMOVE HEADWALL EA 425.0000 425.00 1.000 425.00 27 REMOVE WALL M 21.0000 2,940.00 132.000 2,772.00 S) 28 RESET ROADSIDE SIGN EA 130.0000 520.00 0.000 0.00 29 RELOCATE ROADSIDE SIGN EA 130.0000 650.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 120.0000 120.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 3,190.00 287.700 3,164.70 S) 32 REMOVE CONCRETE M3 140.0000 4,060.00 27.500 3,850.00 33 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 34 ROADWAY EXCAVATION M3 20.0000 134,600.00 6,730.000 134,600.00 35 LEAD COMPLIANCE PLAN LS 1,900.0000 1,900.00 1.000 1,900.00 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 14.0000 12,180.00 663.590 9,290.26 37 STRUCTURE BACKFILL (RETAINING WALL) M3 36.0000 41,760.00 1,160.000 41,760.00 38 SAND BACKFILL M3 70.0000 560.00 8.000 560.00 39 STRAW (EROSION CONTROL) TONN 450.0000 1,890.00 2.500 1,125.00 4.200 1,890.00 S) 40 FIBER (EROSION CONTROL) KG 2.2500 2,295.00 612.000 1,377.00 1,020.000 2,295.00 S) 41 COMPOST (EROSION CONTROL) KG 1.0000 3,740.00 2,244.000 2,244.00 3,740.000 3,740.00 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 125.0000 250.00 1.000 125.00 2.000 250.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 3,280.00 24.000 1,920.00 41.000 3,280.00 S) 44 MYCORRHIZAL INOCUCUM KG 8.0000 1,224.00 91.000 728.00 153.000 1,224.00 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 935.00 224.000 560.00 374.000 935.00 S) 46 300 MM CORRUGATED HIGH DENSITY M 180.0000 2,160.00 11.800 2,124.00 S) POLYETHYLENE PIPE CONDUIT 47 LEAN CONCRETE BASE M3 150.0000 174,000.00 1,202.490 180,373.50 48 ASPHALT CONCRETE (TYPE A) TONN 40.0000 4,800.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 3,300.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 06:04 AM ESTIMATE NO. 10 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 100.00 20.000 100.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 3,100.00 564.250 2,821.25 52 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 200.00 47.500 237.50 53 CONCRETE PAVEMENT M3 240.0000 484,800.00 270.810 64,994.40 2,025.390 486,093.60 54 SEAL PAVEMENT JOINT M 13.0000 46,280.00 2,670.000 34,710.00 55 SEAL LONGITUDINAL ISOLATION JOINT M 13.0000 5,460.00 400.000 5,200.00 56 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 137,500.00 232.320 127,776.00 57 MINOR CONCRETE (MINOR STRUCTURE) M3 720.0000 9,360.00 12.910 9,295.20 F) 58 MINOR CONCRETE (BACKFILL) M3 280.0000 6,300.00 22.500 6,300.00 F) 59 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 19,250.00 5,500.000 19,250.00 SF) 60 FURNISH SIGN STRUCTURE (TUBULAR) KG 6.0000 63,030.00 10,505.000 63,030.00 F) 61 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 12,606.00 10,505.000 12,606.00 SF) 62 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 21,000.00 14.000 21,000.00 CONCRETE PILE (SIGN FOUNDATION) 63 ROADSIDE SIGN - ONE POST EA 210.0000 210.00 0.000 0.00 64 SIGN POST SUPPORT SYSTEM EA 3,900.0000 3,900.00 0.000 0.00 65 ROADSIDE SIGN - TWO POST EA 250.0000 1,750.00 0.000 0.00 66 450 MM ALTERNATIVE PIPE CULVERT M 230.0000 20,470.00 89.000 20,470.00 67 450 MM REINFORCED CONCRETE PIPE M 400.0000 1,440.00 3.600 1,440.00 68 600 MM CORRUGATED STEEL PIPE M 380.0000 760.00 2.000 760.00 (2.77 MM THICK) 69 900 MM CORRUGATED STEEL PIPE M 400.0000 1,640.00 4.100 1,640.00 (2.77 MM THICK) 70 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 2,250.00 0.000 0.00 71 300 MM ENTRANCE TAPER EA 300.0000 300.00 0.000 0.00 72 300 MM ANCHOR ASSEMBLY EA 160.0000 160.00 0.000 0.00 73 300 MM ALTERNATIVE FLARED END SECTION EA 85.0000 85.00 0.000 0.00 74 450 MM ALTERNATIVE FLARED END SECTION EA 120.0000 120.00 1.000 120.00 75 600 MM ALTERNATIVE FLARED END SECTION EA 175.0000 175.00 1.000 175.00 76 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 PROGRAM CAS145 PAGE 4 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 06:04 AM ESTIMATE NO. 10 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 5,400.00 3.000 1,350.00 CONSTRUCTION) 78 FRAME AND GRATE EA 325.0000 2,275.00 7.000 2,275.00 79 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 11,500.00 237.000 11,850.00 S) 80 DELINEATOR (CLASS 1) EA 34.0000 1,258.00 0.000 0.00 81 METAL BEAM GUARD RAILING (STEEL POST) M 170.0000 3,910.00 23.000 3,910.00 S) 82 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 1.000 3,700.00 S) 83 TERMINAL SYSTEM (TYPE SRT) EA 2,800.0000 2,800.00 1.000 2,800.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 1.000 500.00 S) 85 CONCRETE BARRIER (TYPE 736A) M 160.0000 16,000.00 100.000 16,000.00 86 CONCRETE BARRIER (TYPE 736 B) M 160.0000 3,360.00 20.000 3,200.00 87 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 1,728.00 0.000 0.00 S) 88 THERMOPLASTIC TRAFFIC STRIPE M 1.8000 1,746.00 0.000 0.00 S) (SPRAYABLE) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 1,261.00 0.000 0.00 S) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 1,422.00 0.000 0.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 952.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 234.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,000.00 0.000 0.00 S) 94 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,300.0000 4,300.00 1.000 4,300.00 S) 95 MODIFY SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 0.900 13,500.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 33,000.0000 33,000.00 0.100 3,300.00 0.950 31,350.00 S) PROGRAM CAS145 PAGE 5 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 06:04 AM ESTIMATE NO. 10 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 81,673.40 1,467,923.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,631.08 70,822.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 96,304.48 1,538,745.78 97 MOBILIZATION LS 122,479.0000 122,479.00 1.000 122,479.00 ORIGINAL CONTRACT AMOUNT 1,645,645.00 TOTAL WORK COMPLETED 96,304.48 1,661,224.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 96,304.48 1,661,224.78 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 03/12/04 100 04/26/04 03/26/04 02/24/05 204 22 0 108 93% 96% PROGRESS IS SATISFACTORY JACK COLLINS RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 02/23/05