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 05/26/05 EST. NO.13 TIME 10:07 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 --------------------------------------------------------------------------- *** 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 05/26/05 EST. NO.13 TIME 10:07 AM R.E. NAME: JACK COLLINS 06-434504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -1,000.00 12 MISS PYRL RECD 1,000.00 13 1,000.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS CEM2402,FHWA47 -10,000.00 12 MISS CEM2402,FHWA47 10,000.00 13 10,000.00 0.00 TOTAL DEDUCTIONS 11,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 10:07 AM ESTIMATE NO. 13 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 04/08/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 05/26/05 LOCATION SEMI-FINAL 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 29.000 464.00 252.000 4,032.00 S) 02 PREPARE STORM WATER POLLUTION LS 2,600.0000 2,600.00 1.000 2,600.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 18,000.0000 18,000.00 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 2.000 4,600.00 S) 06 CONSTRUCTION AREA SIGNS LS 3,100.0000 3,100.00 1.000 3,100.00 S) 07 TRAFFIC CONTROL SYSTEM LS 14,000.0000 14,000.00 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 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 21.770 435.40 277.770 5,555.40 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 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 10:07 AM ESTIMATE NO. 13 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 04/08/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 900.00 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 5.000 650.00 29 RELOCATE ROADSIDE SIGN EA 130.0000 650.00 3.000 390.00 30 RELOCATE ROADSIDE SIGN EA 120.0000 120.00 1.000 120.00 (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 12,180.00 201.410 2,819.74 865.000 12,110.00 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 4.200 1,890.00 S) 40 FIBER (EROSION CONTROL) KG 2.2500 2,295.00 1,020.000 2,295.00 S) 41 COMPOST (EROSION CONTROL) KG 1.0000 3,740.00 3,740.000 3,740.00 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 125.0000 250.00 2.000 250.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 3,280.00 41.000 3,280.00 S) 44 MYCORRHIZAL INOCUCUM KG 8.0000 1,224.00 153.000 1,224.00 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 935.00 374.000 935.00 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 4,800.00 105.780 4,231.20 205.780 8,231.20 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 3,300.00 287.700 3,164.70 AREA) PROGRAM CAS145 PAGE 3 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 10:07 AM ESTIMATE NO. 13 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 04/08/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,025.390 486,093.60 54 SEAL PAVEMENT JOINT M 13.0000 46,280.00 347.100 4,512.30 3,451.700 44,872.10 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 1.000 210.00 64 SIGN POST SUPPORT SYSTEM EA 3,900.0000 3,900.00 1.000 3,900.00 65 ROADSIDE SIGN - TWO POST EA 250.0000 1,750.00 6.000 1,500.00 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 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 10:07 AM ESTIMATE NO. 13 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 04/08/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.360 418.00 245.360 12,268.00 S) 80 DELINEATOR (CLASS 1) EA 34.0000 1,258.00 37.000 1,258.00 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 70.140 1,893.78 S) 88 THERMOPLASTIC TRAFFIC STRIPE M 1.8000 1,746.00 928.000 1,670.40 S) (SPRAYABLE) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 1,261.00 280.000 364.00 S) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 1,422.00 715.000 1,287.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 952.00 1,288.000 901.60 S) (BROKEN 10.98 M - 3.66 M) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 234.00 376.000 244.40 S) (BROKEN 5.18 M - 2.14 M) 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,000.00 279.000 1,395.00 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 1.000 15,000.00 S) 96 MODIFY LIGHTING AND SIGN ILLUMINATION LS 33,000.0000 33,000.00 1.000 33,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-434504 TIME 10:07 AM ESTIMATE NO. 13 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 04/08/05 R.E. NAME: JACK COLLINS DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 12,880.64 1,513,473.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 132,233.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,880.64 1,645,706.72 97 MOBILIZATION LS 122,479.0000 122,479.00 1.000 122,479.00 ORIGINAL CONTRACT AMOUNT 1,645,645.00 TOTAL WORK COMPLETED 12,880.64 1,768,185.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 11,000.00 0.00 TOTAL 23,880.64 1,768,185.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/12/04 100 04/26/04 03/26/04 04/08/05 226 32 0 128 100% 100% JACK COLLINS RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/05