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 06/17/04 EST. NO.05 TIME 09:00 AM 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 --------------------------------------------------------------------------- *** 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 06/17/04 EST. NO.05 TIME 09:00 AM 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 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 09:00 AM ESTIMATE NO. 05 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 06/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/17/04 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 70.000 52.50 02 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 2,412.00 100.000 900.00 395.000 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 2.000 800.00 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 0.050 250.00 0.850 4,250.00 S) 13 TRAFFIC CONTROL SYSTEM LS 164,000.0000 164,000.00 0.300 49,200.00 0.550 90,200.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 11,155.00 5,600.000 6,440.00 7,661.000 8,810.15 15 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 7,800.00 280.000 5,600.00 673.000 13,460.00 16 TEMPORARY PAVEMENT MARKER EA 3.2500 1,852.50 350.000 1,137.50 403.000 1,309.75 17 ABANDON CULVERT M 75.0000 11,250.00 53.000 3,975.00 53.000 3,975.00 18 OBLITERATE SURFACING M2 4.5000 3,150.00 540.000 2,430.00 540.000 2,430.00 19 REMOVE TRAFFIC STRIPE M 2.1500 8,600.00 60.000 129.00 215.000 462.25 20 REMOVE PAVEMENT MARKING M2 21.5500 431.00 7.800 168.09 21 REMOVE PAVEMENT MARKER EA 1.0000 140.00 50.000 50.00 140.000 140.00 22 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 6.000 600.00 16.000 1,600.00 PROGRAM CAS145 PAGE 2 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 09:00 AM ESTIMATE NO. 05 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 06/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 3,040.00 66.000 12,540.00 24 REMOVE PIPE M 95.0000 9,975.00 30.000 2,850.00 30.000 2,850.00 25 REMOVE INLET EA 700.0000 4,200.00 4.000 2,800.00 4.000 2,800.00 26 REMOVE HEADWALL EA 675.0000 2,700.00 5.000 3,375.00 8.000 5,400.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 120.0000 4,800.00 20.000 2,400.00 20.000 2,400.00 (WOOD POST) 28 RESET MAILBOX EA 275.0000 5,500.00 10.000 2,750.00 20.000 5,500.00 29 RELOCATE ROADSIDE SIGN EA 200.0000 1,400.00 4.000 800.00 8.000 1,600.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 12,480.00 0.000 0.00 S) 31 REMOVE CONCRETE (CURB, GUTTER, AND M3 100.0000 5,500.00 20.560 2,056.00 75.560 7,556.00 SIDEWALK) 32 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.900 4,500.00 33 REMOVE TREE EA 2,000.0000 42,000.00 28.000 56,000.00 34 ROADWAY EXCAVATION M3 30.0000 240,000.00 1,694.500 50,835.00 6,129.190 183,875.70 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 0.000 0.00 37 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 10,860.00 251.620 15,097.20 38 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 14,080.00 243.240 13,378.20 326.620 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 50.000 1,750.00 150.000 5,250.00 41 IMPORTED BORROW M3 21.0000 52,500.00 1,200.000 25,200.00 1,200.000 25,200.00 42 IMPORTED MATERIAL (SHOULDER BACKING) M3 27.0000 33,210.00 0.000 0.00 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 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 09:00 AM ESTIMATE NO. 05 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 06/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 53 CLASS 4 AGGREGATE SUBBASE M3 190.0000 14,820.00 103.000 19,570.00 103.000 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 7,000.000 357,000.00 7,000.000 357,000.00 56 ASPHALT CONCRETE (LEVELING) TONN 60.0000 210,000.00 1,000.000 60,000.00 1,000.000 60,000.00 57 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 2,400.00 0.000 0.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 155.00 0.000 0.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 60.00 0.000 0.00 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 325.0000 6,500.00 0.000 0.00 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 26.000 25,688.00 117.240 115,833.12 F) 63 BAR REINFORCING STEEL KG 1.7500 21,773.50 165.000 288.75 12,044.000 21,077.00 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 0.000 0.00 66 ROADSIDE SIGN - TWO POST EA 250.0000 1,000.00 0.000 0.00 67 300 MM ALTERNATIVE PIPE CULVERT M 92.0000 736.00 0.000 0.00 68 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 112.0000 85,120.00 457.000 51,184.00 69 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 112.0000 44,800.00 0.000 0.00 70 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 39,150.00 180.000 24,300.00 71 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 134.0000 40,200.00 293.000 39,262.00 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 15.000 2,385.00 74 900 MM ALTERNATIVE PIPE CULVERT M 177.0000 61,950.00 0.000 0.00 75 1050 MM ALTERNATIVE PIPE CULVERT M 215.0000 38,270.00 0.000 0.00 76 1200 MM ALTERNATIVE PIPE CULVERT M 255.0000 6,375.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 09:00 AM ESTIMATE NO. 05 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 06/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.000 5,670.00 66.000 13,860.00 CONCRETE PIPE (CLASS II) 78 900 MM CORRUGATED STEEL PIPE INLET M 1,250.0000 10,000.00 0.600 750.00 (2.01 MM THICK) 79 450 MM ALTERNATIVE FLARED END SECTION EA 90.0000 180.00 1.000 90.00 2.000 180.00 80 MINOR CONCRETE (BACKFILL) M3 92.0000 120,980.00 38.000 3,496.00 481.000 44,252.00 81 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 150.0000 7,500.00 30.000 4,500.00 82 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 220,500.00 184.000 64,400.00 184.000 64,400.00 CONSTRUCTION) 83 MISCELLANEOUS IRON AND STEEL KG 3.2000 29,856.00 0.000 0.00 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 10.000 220.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 172.0000 3,784.00 22.000 3,784.00 22.000 3,784.00 S) 87 TERMINAL SECTION (TYPE C) EA 100.0000 100.00 1.000 100.00 1.000 100.00 S) 88 END SECTION EA 75.0000 75.00 1.000 75.00 1.000 75.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 1,950.0000 1,950.00 3.000 5,850.00 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 0.900 9,900.00 S) 96 SIGNAL AND LIGHTING (LOCATION 2) LS 41,000.0000 41,000.00 0.700 28,700.00 0.700 28,700.00 S) 97 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 0.500 15,000.00 1.000 30,000.00 S) PROGRAM CAS145 PAGE 5 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-131244 TIME 09:00 AM ESTIMATE NO. 05 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 06/20/04 R.E. NAME: HAL STREATER DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 782,577.45 1,531,002.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 782,577.45 1,531,002.86 98 MOBILIZATION LS 323,850.0000 323,850.00 0.950 307,657.50 ORIGINAL CONTRACT AMOUNT 3,673,516.50 TOTAL WORK COMPLETED 782,577.45 1,838,660.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 782,577.45 1,838,660.36 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 09/20/04 43 35 6 0 49% 41% PROGRESS IS SATISFACTORY HAL STREATER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/04