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 08/23/07 EST. NO.03 TIME 09:04 AM R.E. NAME: HAYLER, CHARLES 01-422504 --------------------------------------------------------------------------- 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 0002 865.67 E.W. @ F.A.(+) 071207 N 0002 0 0003 111.14 071307 N 0003 0 0004 1,329.12 071607 N 0004 0 0005 1,145.74 071707 N 0005 0 0006 1,035.70 071807 N 0006 0 0007 166.69 071907 N 0007 0 0008 500.06 072407 N 0008 0 0009 1,072.39 071107 N 0009 0 002 0001 1,681.38 E.W. @ F.A.(+) 071907 N 0001 0 0002 2,049.79 072307 N 0002 0 005 0004 242.01 E.W. @ F.A.(+) 070607 N 0004 0 0005 105.99 071207 N 0005 0 0006 183.41 071307 N 0006 0 0007 98.90 071707 N 0007 0 0008 255.28 071907 N 0008 0 0009 98.90 072007 N 0009 0 0010 4,875.76 071807 N 010 0 0011 745.09 072607 N 0011 0 0012 762.18 070607 N 0012 0 17,325.20 TOTAL THIS ESTIMATE 1,982.62 TOTAL PREVIOUS ESTIMATE 19,307.82 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 08/23/07 EST. NO.03 TIME 09:04 AM R.E. NAME: HAYLER, CHARLES 01-422504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 063 -8,895.91 02 0.00 -8,895.91 TOTAL DEDUCTIONS 0.00 -8,895.91 PROGRAM CAS145 PAGE 1 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 02/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 08/23/07 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-101-97.7/122.4 ----------------------- R BROWN CONSTRUCTION COMPANY IN HUMBOLDT AND DEL NORTE COUNTIES INC AT VARIOUS LOCATIONS P O BOX 406 WILLOW CREEK CA 95573 FED. AID NO. N O N E REHABILITATE AND REPLACE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 9.5000 741.00 10.000 95.00 10.000 95.00 02 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.431 862.00 0.800 1,600.00 03 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM 04 TEMPORARY SILT FENCE M 50.0000 250.00 69.100 3,455.00 96.700 4,835.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 5,000.00 2.000 2,000.00 4.000 4,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 07 TEMPORARY STRAW BALE BARRIER M 100.0000 500.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.374 935.00 0.780 1,950.00 S) 09 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.431 10,775.00 0.800 20,000.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 341.0000 341.00 0.431 146.97 0.800 272.80 S) 11 ABANDON CULVERT EA 800.0000 1,600.00 1.000 800.00 2.000 1,600.00 12 REMOVE CHAIN LINK FENCE M 45.0000 675.00 0.000 0.00 13 REMOVE MARKER EA 50.0000 300.00 6.000 300.00 14 REMOVE LOG DAM LS 500.0000 500.00 1.000 500.00 15 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 16 REMOVE PIPE FRAGMENT EA 750.0000 750.00 1.000 750.00 17 REMOVE INLET EA 750.0000 750.00 1.000 750.00 18 REMOVE HEADWALL EA 1,000.0000 2,000.00 0.000 0.00 19 REMOVE DOWNDRAIN EA 2,000.0000 6,000.00 3.000 6,000.00 20 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 21 300 MM PLASTIC PIPE-LINER M 485.0000 40,255.00 36.000 17,460.00 59.500 28,857.50 22 600 MM PLASTIC PIPE-LINER M 417.0000 15,846.00 39.000 16,263.00 PROGRAM CAS145 PAGE 2 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 02/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 900 MM PLASTIC PIPE-LINER M 329.0000 36,190.00 0.400 131.60 107.300 35,301.70 24 SAND BACKFILL M3 450.0000 1,890.00 4.200 1,890.00 25 IMPORTED BORROW M3 160.0000 2,080.00 0.000 0.00 26 IMPORTED ROCKY MATERIAL M3 550.0000 3,300.00 6.000 3,300.00 27 FIBER (EROSION CONTROL) KG 5.7500 4,830.00 0.000 0.00 S) 28 FIBER ROLLS M 34.5000 2,587.50 38.400 1,324.80 140.900 4,861.05 S) 29 COMPOST (EROSION CONTROL) M3 1,035.0000 621.00 0.000 0.00 S) 30 PURE LIVE SEED (EROSION CONTROL) KG 86.2500 9,487.50 0.000 0.00 S) 31 STABILIZING EMULSION (EROSION CONTROL) KG 23.0000 1,610.00 0.000 0.00 S) 32 ASPHALT CONCRETE (TYPE A) TONN 666.0000 999.00 1.000 666.00 33 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 660.0000 1,980.00 1.000 660.00 AREA) 34 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 1,250.00 10.000 1,250.00 PILING 35 MINOR CONCRETE (MINOR STRUCTURE) M3 1,930.5208 9,266.50 0.000 0.00 F) 36 MINOR CONCRETE (INVERT PAVING) M 125.0000 20,000.00 1.500 187.50 161.000 20,125.00 37 MINOR CONCRETE (BACKFILL) M3 190.0000 3,230.00 5.900 1,121.00 22.900 4,351.00 38 300 MM PLASTIC PIPE M 312.0000 8,112.00 -3.100 -967.20 22.900 7,144.80 39 900 MM REINFORCED CONCRETE PIPE M 666.0667 599.46 0.000 0.00 40 600 MM BITUMINOUS COATED CORRUGATED M 1,450.0000 30,450.00 44.000 63,800.00 STEEL PIPE (3.51 MM THICK) 41 750 MM BITUMINOUS COATED CORRUGATED M 1,206.0000 19,296.00 -0.500 -603.00 15.500 18,693.00 STEEL PIPE (2.77 MM THICK) 42 1775 MM X 1175 MM BITUMINOUS COATED M 1,428.0000 35,700.00 1.100 1,570.80 24.100 34,414.80 CORRUGATED STEEL PIPE ARCH (2.77 MM THICK) 43 200 MM BITUMINOUS COATED CORRUGATED M 71.0000 497.00 5.000 355.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 44 450 MM BITUMINOUS COATED CORRUGATED M 266.0000 7,182.00 27.000 7,182.00 27.000 7,182.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 45 600 MM BITUMINOUS COATED CORRUGATED M 260.0000 1,040.00 4.000 1,040.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 46 750 MM BITUMINOUS COATED CORRUGATED M 333.0000 499.50 1.500 499.50 STEEL PIPE DOWNDRAIN (2.77 MM THICK) PROGRAM CAS145 PAGE 3 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 02/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 47 900 MM BITUMINOUS COATED CORRUGATED M 479.0000 12,454.00 26.000 12,454.00 26.000 12,454.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 48 200 MM BITUMINOUS COATED ENTRANCE TAPER EA 2,500.0000 5,000.00 1.000 2,500.00 49 200 MM ANCHOR ASSEMBLY EA 291.0000 1,164.00 0.000 0.00 50 450 MM ANCHOR ASSEMBLY EA 368.0000 1,840.00 4.000 1,472.00 4.000 1,472.00 51 600 MM ANCHOR ASSEMBLY EA 255.0000 255.00 1.000 255.00 52 750 MM ANCHOR ASSEMBLY EA 300.0000 300.00 1.000 300.00 53 900 MM CORRUGATED STEEL PIPE INLET M 750.0000 1,125.00 1.500 1,125.00 (2.77 MM THICK) 54 1500 MM STEEL FLARED END SECTION EA 2,500.0000 2,500.00 1.000 2,500.00 55 FISH PASSAGE ROCK LS 2,500.0000 2,500.00 1.000 2,500.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 550.0000 8,800.00 15.300 8,415.00 57 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 550.0000 6,050.00 6.000 3,300.00 58 ROCK SLOPE PROTECTION FABRIC M2 9.0000 495.00 45.000 405.00 59 MISCELLANEOUS IRON AND STEEL KG 7.5000 922.50 43.000 322.50 123.000 922.50 F) 60 DRAINAGE INLET STEPS LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 61 CHAIN LINK FENCE (TYPE CL-1.8) M 82.0000 1,230.00 0.000 0.00 62 MARKER (CULVERT) EA 100.0000 700.00 1.000 100.00 7.000 700.00 PROGRAM CAS145 PAGE 4 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 09:04 AM ESTIMATE NO. 03 BID OPENING 02/21/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 66,324.97 338,155.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 17,325.20 19,307.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 83,650.17 357,463.47 63 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 411,040.96 TOTAL WORK COMPLETED 83,650.17 407,463.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,895.91 TOTAL 83,650.17 398,567.56 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 063 MOBILIZATION 41,104.09 50,000.00 8,895.91 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 03/19/07 65 06/14/07 04/03/07 09/21/07 26 72 0 0 94% 40% PROGRESS IS SATISFACTORY HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/07