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 10/21/04 EST. NO.08 TIME 06:42 AM R.E. NAME: JOHNSON, GORDON 01-296204 --------------------------------------------------------------------------- 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 0061 841.75 E.W. @ F.A.(+) 072804 N 070.00 0062 970.97 072904 N 071.00 0063 841.75 073004 N 072.00 0064 906.36 080204 N 075.00 0065 906.36 080304 N 074.00 0066 906.36 080404 N 076.00 0067 906.36 080504 N 077.00 0068 841.75 080604 N 079.00 0069 970.97 080904 N 080.00 0070 970.97 081004 N 081.00 0071 906.36 081104 N 082.00 0072 841.75 081204 N 083.00 0073 841.75 081304 N 084.00 0074 841.75 081604 N 085.00 0075 841.75 081704 N 087.00 0076 906.36 081804 N 088.00 0077 841.75 081904 N 089.00 0078 841.75 082004 N 090.00 0079 800.57 080604 N 078.00 0080 866.84 082304 N 094.00 0081 932.89 082404 N 095.00 0082 866.84 082504 N 096.00 0083 866.84 082604 N 097.00 0084 866.84 082704 N 098.00 0085 1,131.03 083004 N 099.00 0086 1,153.37 083104 N 100.00 0087 1,483.60 090104 N 101.00 0088 1,318.48 090204 N 102.00 0089 1,401.04 090704 N 104.00 0090 1,318.48 090804 N 105.00 0091 1,153.37 090904 N 116.00 0092 1,318.48 091004 N 106.00 0093 1,153.37 091304 N 107.00 0094 1,566.16 091404 N 108.00 0095 1,648.76 091504 N 109.00 0096 1,834.33 091604 N 110.00 0097 1,064.99 091704 N 111.00 0098 1,164.06 092004 N 112.00 0099 1,263.13 092104 N 113.00 0100 1,031.96 092204 N 115.00 008 0005 456.52 E.W. @ F.A.(+) 081604 N 086.00 0006 99.03 062304 N 004A 0 0007 5,913.37 072604 N 093.00 011 0004 45.86 E.W. @ F.A.(+) 070804 N 002A 0 017 0001 559.10 E.W. @ F.A.(+) 073004 N 073.00 49,206.13 TOTAL THIS ESTIMATE 64,364.46 TOTAL PREVIOUS ESTIMATE 113,570.59 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 10/21/04 EST. NO.08 TIME 06:42 AM R.E. NAME: JOHNSON, GORDON 01-296204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 06/04 -10,000.00 04 PER LTR DATED 07/04 -10,000.00 05 PER LCV LTR 08/04 -10,000.00 06 PER LTR DATED 09/04 -10,000.00 07 RET 6/04,7/04,8/04 30,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296204 TIME 06:42 AM ESTIMATE NO. 08 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: JOHNSON, GORDON DATE OF THIS ESTIMATE 10/21/04 LOCATION RERUN PROGRESS ESTIMATE 01-LAK-20-12.2/13.6 ----------------------- ARGONAUT CONSTRUCTORS IN LAKE COUNTY IN AND NEAR NICE P O BOX 639 FROM 0.1 KM EAST OF LUCERNE CUTOFF SANTA ROSA CA 95402 TO 0.1 KM WEST OF SAYRE AVENUE FED. AID NO. ACST-P020(130)E ,PH-P020(130)E CONTINUOUS LEFT TURN LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,300.00 449.400 4,494.00 02 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.750 5,250.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 04 TEMPORARY EROSION CONTROL (BONDED FIBER KG 6.0000 2,520.00 840.000 5,040.00 MATRIX) 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 4,000.00 2.000 4,000.00 06 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.900 9,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.093 16,275.00 1.000 175,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000.00 S) 09 TEMPORARY RAILING (TYPE K) M 93.0000 10,230.00 108.000 10,044.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 321.4286 4,500.00 14.000 4,500.00 S) 11 ABANDON CULVERT EA 600.0000 600.00 0.000 0.00 12 OBLITERATE SURFACING M2 3.5000 770.00 1,520.780 5,322.73 3,166.220 11,081.77 13 REMOVE CHAIN LINK FENCE M 42.0000 546.00 12.330 517.86 12.330 517.86 14 REMOVE TERMINAL SYSTEM EA 300.0000 300.00 1.000 300.00 S) 15 REMOVE METAL BEAM GUARD RAILING M 30.0000 3,300.00 92.000 2,760.00 S) 16 REMOVE FLARED END SECTION EA 80.0000 80.00 1.000 80.00 17 REMOVE ROADSIDE SIGN EA 60.0000 2,220.00 19.000 1,140.00 37.000 2,220.00 18 REMOVE CULVERT M 35.0000 11,900.00 -49.040 -1,716.40 314.060 10,992.10 19 REMOVE INLET EA 650.0000 1,950.00 3.000 1,950.00 20 REMOVE HEADWALL EA 350.0000 5,600.00 1.000 350.00 16.000 5,600.00 21 REMOVE CONCRETE PAVEMENT M2 15.0000 600.00 40.000 600.00 22 RESET MAILBOX EA 175.0000 1,225.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296204 TIME 06:42 AM ESTIMATE NO. 08 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: JOHNSON, GORDON DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET ROADSIDE SIGN EA 195.0000 780.00 0.000 0.00 24 RECONSTRUCT SEWER TERMINAL CLEANOUT EA 500.0000 1,500.00 3.000 1,500.00 3.000 1,500.00 25 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0.00 26 ADJUST SEWER CLEANOUT TO GRADE EA 250.0000 250.00 0.000 0.00 27 ADJUST MANHOLE TO GRADE EA 325.0000 8,125.00 2.000 650.00 28 ADJUST COMPRESSED AIR RELIEF VALVE EA 335.0000 335.00 0.000 0.00 MANHOLE TO GRADE 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 28,500.00 31,010.700 46,516.05 31,010.700 46,516.05 S) 30 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 31 ROADWAY EXCAVATION M3 28.0000 436,800.00 15,600.000 436,800.00 32 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 27,200.00 680.000 27,200.00 33 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 72,900.00 729.000 65,610.00 34 IMPORTED MATERIAL (SHOULDER BACKING) TONN 38.0000 23,940.00 0.000 0.00 35 COIR MAT (EROSION CONTROL) M2 10.0000 6,100.00 579.500 5,795.00 S) 36 STRAW (EROSION CONTROL) TONN 251.0000 2,008.00 6.800 1,706.80 S) 37 FIBER (EROSION CONTROL) KG 0.7500 4,380.00 4,966.900 3,725.18 S) 38 BONDED FIBER MATRIX (EROSION CONTROL) KG 5.6500 2,373.00 420.000 2,373.00 S) 39 WEED CONTROL MAT M2 100.0000 13,000.00 0.000 0.00 S) 40 FIBER ROLLS M 9.5000 7,790.00 1,277.240 12,133.78 S) 41 COMPOST (EROSION CONTROL) KG 0.5000 2,865.00 4,876.000 2,438.00 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 1,600.00 3.000 2,400.00 S) 43 PURE LIVE SEED (COIR MAT) KG 30.0000 270.00 9.000 270.00 S) 44 PURE LIVE SEED KG 47.5000 13,775.00 246.500 11,708.75 S) (EROSION CONTROL - TYPE D) 45 PURE LIVE SEED (BONDED FIBER MATRIX) KG 20.0000 640.00 32.000 640.00 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.5500 1,820.00 340.000 1,547.00 S) 47 CLASS 2 AGGREGATE BASE M3 60.0000 536,400.00 3,140.000 188,400.00 8,940.000 536,400.00 48 REPLACE ASPHALT CONCRETE SURFACING M3 262.0000 31,440.00 185.070 48,488.34 185.070 48,488.34 49 ASPHALT CONCRETE (TYPE A) TONN 64.0000 851,200.00 9,282.960 594,109.44 12,626.060 808,067.84 PROGRAM CAS145 PAGE 3 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296204 TIME 06:42 AM ESTIMATE NO. 08 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: JOHNSON, GORDON DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 99,400.00 0.000 0.00 51 PAVEMENT REINFORCING FABRIC M2 1.5000 7,395.00 4,931.910 7,397.87 4,931.910 7,397.87 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 5,580.00 0.000 0.00 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.2000 4,264.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.8500 137.00 0.000 0.00 55 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 159,600.00 266.000 159,600.00 F) 56 CLASS 4 CONCRETE (BACKFILL) M3 230.0000 8,280.00 10.480 2,410.40 59.460 13,675.80 57 MINOR CONCRETE (HEADWALL) M3 1,600.0000 19,200.00 12.700 20,320.00 F) 58 CONCRETE SURFACE TEXTURE M2 120.0000 20,520.00 171.000 20,520.00 F) 59 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 43,530.00 21,765.300 43,530.60 SF) 60 ROADSIDE SIGN - ONE POST EA 245.0000 7,350.00 0.000 0.00 61 ROADSIDE SIGN - TWO POST EA 425.0000 3,400.00 0.000 0.00 62 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 150.00 0.000 0.00 EXISTING POST 63 450 MM ALTERNATIVE PIPE CULVERT M 170.0000 52,700.00 42.700 7,259.00 340.000 57,800.00 64 600 MM ALTERNATIVE PIPE CULVERT M 285.0000 21,375.00 76.100 21,688.50 65 900 MM ALTERNATIVE PIPE CULVERT M 475.0000 36,575.00 0.300 142.50 78.400 37,240.00 66 450 MM CORRUGATED STEEL PIPE M 400.0000 8,400.00 -1.070 -428.00 23.600 9,440.00 (2.77 MM THICK) 67 450 MM STEEL FLARED END SECTION EA 265.0000 795.00 1.000 265.00 3.000 795.00 68 450 MM ALTERNATIVE FLARED END SECTION EA 265.0000 530.00 2.000 530.00 69 900 MM PRECAST CONCRETE PIPE INLET M 900.0000 5,400.00 2.540 2,286.00 4.870 4,383.00 70 ROCK SLOPE PROTECTION M3 250.0000 10,500.00 14.200 3,550.00 59.700 14,925.00 (FACING, METHOD B) 71 MINOR CONCRETE (DITCH LINING) M3 600.0000 720.00 0.000 0.00 72 ROCK SLOPE PROTECTION FABRIC M2 2.7500 385.00 44.900 123.48 157.700 433.68 73 MINOR CONCRETE (GUTTER) M3 820.0000 4,920.00 5.000 4,100.00 74 MISCELLANEOUS IRON AND STEEL KG 5.0000 4,105.00 279.510 1,397.55 855.000 4,275.00 F) 75 CHAIN LINK FENCE (TYPE CL-0.9, M 160.0000 2,080.00 0.000 0.00 VINYL-CLAD) 76 DELINEATOR (CLASS 1) EA 42.0000 2,604.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296204 TIME 06:42 AM ESTIMATE NO. 08 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: JOHNSON, GORDON DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MARKER (CULVERT) EA 36.0000 720.00 0.000 0.00 78 HIGHWAY POST MARKER EA 55.0000 165.00 0.000 0.00 79 OBJECT MARKER (TYPE L-1) EA 55.0000 110.00 0.000 0.00 80 METAL BEAM GUARD RAILING (WOOD POST) M 83.0000 9,130.00 0.000 0.00 S) 81 CABLE RAILING M 54.0000 3,510.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 83 TERMINAL SYSTEM (TYPE CAT) EA 5,500.0000 5,500.00 0.000 0.00 S) 84 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 S) 85 CONCRETE BARRIER (TYPE 60D) M 275.0000 17,875.00 0.000 0.00 86 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 0.000 0.00 S) 87 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 3,126.00 0.000 0.00 S) (SPRAYABLE) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 6,330.00 0.000 0.00 S) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 228.00 0.000 0.00 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 1,735.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 2,415.00 0.000 0.00 S) 92 LIGHTING (LOCATION 1) LS 12,000.0000 12,000.00 0.901 10,812.00 S) 93 LIGHTING (LOCATION 2) LS 28,000.0000 28,000.00 0.900 25,200.00 S) 94 LIGHTING (LOCATION 3) LS 26,000.0000 26,000.00 0.900 23,400.00 S) 95 LIGHTING (LOCATION 4) LS 14,000.0000 14,000.00 0.901 12,614.00 S) 96 LIGHTING (LOCATION 5) LS 16,000.0000 16,000.00 0.900 14,400.00 S) 97 LIGHTING (LOCATION 6) LS 16,000.0000 16,000.00 0.899 14,384.00 S) PROGRAM CAS145 PAGE 5 DATE 10/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296204 TIME 06:42 AM ESTIMATE NO. 08 BID OPENING 12/03/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/04 R.E. NAME: JOHNSON, GORDON DATE OF THIS ESTIMATE 10/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 925,306.82 2,890,863.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 49,206.13 113,570.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 974,512.95 3,004,434.51 98 MOBILIZATION LS 224,900.0000 224,900.00 1.000 224,900.00 ORIGINAL CONTRACT AMOUNT 3,355,021.00 TOTAL WORK COMPLETED 974,512.95 3,229,334.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 974,512.95 3,219,334.51 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 01/08/04 110 01/15/04 01/23/04 11/15/04 109 77 2 0 83% 97% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST JOHNSON, GORDON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/04