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 09/22/04 EST. NO.08 TIME 02:59 PM R.E. NAME: HAL STREATER 04-131244 --------------------------------------------------------------------------- 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 0001 198.06 E.W. @ F.A.(+) 060204 N 0042.0 0008 99.03 042804 N 0021.0 0010 198.06 050404 N 0025.0 0011 198.06 050504 N 0026.0 0012 292.52 051304 N 0028.0 0013 198.06 051404 N 0029.0 0014 360.84 051804 N 0032.0 0015 297.08 052504 N 0037.0 1,841.71 TOTAL THIS ESTIMATE 972.54 TOTAL PREVIOUS ESTIMATE 2,814.25 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 09/22/04 EST. NO.08 TIME 02:59 PM R.E. NAME: HAL STREATER 04-131244 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 02:59 PM ESTIMATE NO. 08 BID OPENING 09/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/22/04 LOCATION RERUN PROGRESS ESTIMATE 04-SON-116-R24.2/25.4 ----------------------- ARGONAUT CONSTRUCTORS IN SONOMA COUNTY IN AND NEAR P.O. BOX 639 SEBASTOPOL FROM 0.3 KM EAST OF 1236 CENTRAL AVE OCCIDENTAL ROAD TO 0.6 KM WEST OF SANTA ROSA, CA 95402 HURLBUT AVENUE FED. AID NO. ACST-P116(39)E ,P-P116(39)E ,STPE-P116(39)E WIDEN EXISTING ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 0.7500 93.00 124.000 93.00 02 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 2,412.00 395.000 3,555.00 STRIPE 03 TEMPORARY FENCE (TYPE ESA) M 9.0000 900.00 100.000 900.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 7,000.0000 7,000.00 0.000 0.00 06 TEMPORARY EROSION CONTROL M2 3.0000 6,000.00 0.000 0.00 07 TEMPORARY SILT FENCE M 12.0000 40,800.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 400.0000 3,600.00 5.000 2,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,800.0000 16,200.00 0.000 0.00 10 TEMPORARY COVER M2 3.0000 6,000.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 1,300.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.950 4,750.00 S) 13 TRAFFIC CONTROL SYSTEM LS 164,000.0000 164,000.00 0.950 155,800.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 11,155.00 7,661.000 8,810.15 15 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 7,800.00 748.000 14,960.00 16 TEMPORARY PAVEMENT MARKER EA 3.2500 1,852.50 445.000 1,446.25 17 ABANDON CULVERT M 75.0000 11,250.00 198.000 14,850.00 18 OBLITERATE SURFACING M2 4.5000 3,150.00 735.000 3,307.50 19 REMOVE TRAFFIC STRIPE M 2.1500 8,600.00 215.000 462.25 20 REMOVE PAVEMENT MARKING M2 21.5500 431.00 26.280 566.33 21 REMOVE PAVEMENT MARKER EA 1.0000 140.00 519.000 519.00 22 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 16.000 1,600.00 PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 02:59 PM ESTIMATE NO. 08 BID OPENING 09/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 190.0000 5,130.00 66.000 12,540.00 24 REMOVE PIPE M 95.0000 9,975.00 127.000 12,065.00 25 REMOVE INLET EA 700.0000 4,200.00 7.000 4,900.00 26 REMOVE HEADWALL EA 675.0000 2,700.00 9.000 6,075.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 4,800.00 20.000 2,400.00 (WOOD POST) 28 RESET MAILBOX EA 275.0000 5,500.00 20.000 5,500.00 29 RELOCATE ROADSIDE SIGN EA 200.0000 1,400.00 8.000 1,600.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 12,480.00 429.000 5,148.00 1,451.000 17,412.00 S) 31 REMOVE CONCRETE (CURB, GUTTER, AND M3 100.0000 5,500.00 76.840 7,684.00 SIDEWALK) 32 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 33 REMOVE TREE EA 2,000.0000 42,000.00 28.000 56,000.00 34 ROADWAY EXCAVATION M3 30.0000 240,000.00 6,400.000 192,000.00 35 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 36 SHOULDER BACKING STA 135.0000 6,750.00 28.000 3,780.00 28.000 3,780.00 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 10,860.00 251.620 15,097.20 38 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 14,080.00 326.620 17,964.10 39 SAND BACKFILL M3 175.0000 2,625.00 0.000 0.00 40 DITCH EXCAVATION M3 35.0000 15,750.00 478.000 16,730.00 41 IMPORTED BORROW M3 21.0000 52,500.00 1,200.000 25,200.00 42 IMPORTED MATERIAL (SHOULDER BACKING) M3 27.0000 33,210.00 209.220 5,648.94 209.220 5,648.94 43 EROSION CONTROL NETTING M2 3.1000 6,820.00 0.000 0.00 S) 44 STRAW (EROSION CONTROL) TONN 444.0000 5,328.00 0.000 0.00 S) 45 FIBER (EROSION CONTROL) KG 0.7500 4,575.00 0.000 0.00 S) 46 MOVE-IN/MOVE-OUT EA 850.0000 850.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 47 COMPOST (EROSION CONTROL) KG 0.7500 6,075.00 0.000 0.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 990.0000 990.00 0.000 0.00 49 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 18,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 02:59 PM ESTIMATE NO. 08 BID OPENING 09/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.7500 2,447.50 0.000 0.00 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 1.7500 1,050.00 0.000 0.00 S) 52 FINISHING ROADWAY LS 31,600.0000 31,600.00 0.450 14,220.00 0.950 30,020.00 53 CLASS 4 AGGREGATE SUBBASE M3 190.0000 14,820.00 103.000 19,570.00 54 SEAL RANDOM CRACKS LS 3,400.0000 3,400.00 0.000 0.00 55 ASPHALT CONCRETE (TYPE A) TONN 51.0000 1,020,000.00 12,360.000 630,360.00 20,360.000 1,038,360.00 56 ASPHALT CONCRETE (LEVELING) TONN 60.0000 210,000.00 3,500.000 210,000.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 2,400.00 480.000 2,400.00 480.000 2,400.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 155.00 31.000 155.00 31.000 155.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 60.00 12.000 60.00 12.000 60.00 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 325.0000 6,500.00 14.980 4,868.50 20.980 6,818.50 61 STRUCTURAL CONCRETE, RETAINING WALL M3 625.0000 62,500.00 100.000 62,500.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 988.0000 178,828.00 181.000 178,828.00 F) 63 BAR REINFORCING STEEL KG 1.7500 21,773.50 12,442.000 21,773.50 SF) 64 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7500 26,600.00 15,200.000 26,600.00 SF) 65 ROADSIDE SIGN - ONE POST EA 175.0000 5,075.00 14.000 2,450.00 14.000 2,450.00 66 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 2.000 500.00 2.000 500.00 67 300 MM ALTERNATIVE PIPE CULVERT M 92.0000 736.00 8.000 736.00 68 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 112.0000 85,120.00 7.000 784.00 658.000 73,696.00 69 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 112.0000 44,800.00 394.000 44,128.00 70 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 39,150.00 211.000 28,485.00 71 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 134.0000 40,200.00 304.000 40,736.00 72 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 160.0000 56,000.00 350.000 56,000.00 73 750 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 159.0000 41,340.00 260.000 41,340.00 74 900 MM ALTERNATIVE PIPE CULVERT M 177.0000 61,950.00 350.000 61,950.00 75 1050 MM ALTERNATIVE PIPE CULVERT M 215.0000 38,270.00 178.000 38,270.00 76 1200 MM ALTERNATIVE PIPE CULVERT M 255.0000 6,375.00 31.000 7,905.00 PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 02:59 PM ESTIMATE NO. 08 BID OPENING 09/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 365 MM X 575 MM OVAL SHAPED REINFORCED M 210.0000 13,650.00 66.000 13,860.00 CONCRETE PIPE (CLASS II) 78 900 MM CORRUGATED STEEL PIPE INLET M 1,250.0000 10,000.00 7.200 9,000.00 (2.01 MM THICK) 79 450 MM ALTERNATIVE FLARED END SECTION EA 90.0000 180.00 2.000 180.00 80 MINOR CONCRETE (BACKFILL) M3 92.0000 120,980.00 1,201.480 110,536.16 81 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 7,500.00 48.000 7,200.00 82 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 220,500.00 -275.040 -96,264.00 148.000 51,800.00 CONSTRUCTION) 83 MISCELLANEOUS IRON AND STEEL KG 3.2000 29,856.00 9,330.000 29,856.00 SF) 84 CHAIN LINK FENCE M 50.0000 1,000.00 0.000 0.00 S) 85 GUARD RAILING DELINEATOR EA 22.0000 220.00 10.000 220.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 172.0000 3,784.00 22.000 3,784.00 S) 87 TERMINAL SECTION (TYPE C) EA 100.0000 100.00 1.000 100.00 S) 88 END SECTION EA 75.0000 75.00 1.000 75.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 1,950.0000 1,950.00 3.000 5,850.00 S) 90 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 7,310.00 0.000 0.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3200 15,576.00 0.000 0.00 S) 92 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9800 5,900.40 0.000 0.00 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6200 78.60 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 3,575.00 0.000 0.00 S) 95 SIGNAL AND LIGHTING (LOCATION 1) LS 11,000.0000 11,000.00 0.900 9,900.00 S) 96 SIGNAL AND LIGHTING (LOCATION 2) LS 41,000.0000 41,000.00 0.900 36,900.00 S) 97 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 1.000 30,000.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 02:59 PM ESTIMATE NO. 08 BID OPENING 09/16/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 574,110.44 2,930,632.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,841.71 2,814.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 575,952.15 2,933,447.13 98 MOBILIZATION LS 323,850.0000 323,850.00 1.000 323,850.00 ORIGINAL CONTRACT AMOUNT 3,673,516.50 TOTAL WORK COMPLETED 575,952.15 3,257,297.13 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 575,952.15 3,257,297.13 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 10/28/03 100 10/20/03 03/01/04 10/30/04 106 35 11 0 89% 90% PROGRESS IS SATISFACTORY CCO DAYS PENDING HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/22/04