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 07/24/07 EST. NO.02 TIME 01:46 PM 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 --------------------------------------------------------------------------- 005 0001 335.42 E.W. @ F.A.(+) 062207 N 0001 0 0002 1,325.87 062707 N 0002 0 0003 321.33 062907 N 0003 0 1,982.62 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,982.62 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 07/24/07 EST. NO.02 TIME 01:46 PM 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 -8,895.91 -8,895.91 TOTAL DEDUCTIONS -8,895.91 -8,895.91 PROGRAM CAS145 PAGE 1 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 01:46 PM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/24/07 LOCATION 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 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.292 584.00 0.369 738.00 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 27.600 1,380.00 27.600 1,380.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 5,000.00 2.000 2,000.00 2.000 2,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0.00 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 0.029 72.50 0.406 1,015.00 S) 09 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.369 9,225.00 0.369 9,225.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 341.0000 341.00 0.369 125.83 0.369 125.83 S) 11 ABANDON CULVERT EA 800.0000 1,600.00 1.000 800.00 1.000 800.00 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 6.000 300.00 14 REMOVE LOG DAM LS 500.0000 500.00 1.000 500.00 1.000 500.00 15 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 1.000 500.00 16 REMOVE PIPE FRAGMENT EA 750.0000 750.00 1.000 750.00 1.000 750.00 17 REMOVE INLET EA 750.0000 750.00 1.000 750.00 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 3.000 6,000.00 20 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 21 300 MM PLASTIC PIPE-LINER M 485.0000 40,255.00 23.500 11,397.50 23.500 11,397.50 22 600 MM PLASTIC PIPE-LINER M 417.0000 15,846.00 39.000 16,263.00 39.000 16,263.00 PROGRAM CAS145 PAGE 2 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 01:46 PM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 36,190.00 106.900 35,170.10 106.900 35,170.10 24 SAND BACKFILL M3 450.0000 1,890.00 4.200 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 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 2,587.50 102.500 3,536.25 102.500 3,536.25 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 1.000 666.00 33 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 660.0000 1,980.00 1.000 660.00 1.000 660.00 AREA) 34 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 1,250.00 10.000 1,250.00 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 20,000.00 159.500 19,937.50 159.500 19,937.50 37 MINOR CONCRETE (BACKFILL) M3 190.0000 3,230.00 17.000 3,230.00 17.000 3,230.00 38 300 MM PLASTIC PIPE M 312.0000 8,112.00 26.000 8,112.00 26.000 8,112.00 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 44.000 63,800.00 STEEL PIPE (3.51 MM THICK) 41 750 MM BITUMINOUS COATED CORRUGATED M 1,206.0000 19,296.00 16.000 19,296.00 16.000 19,296.00 STEEL PIPE (2.77 MM THICK) 42 1775 MM X 1175 MM BITUMINOUS COATED M 1,428.0000 35,700.00 23.000 32,844.00 23.000 32,844.00 CORRUGATED STEEL PIPE ARCH (2.77 MM THICK) 43 200 MM BITUMINOUS COATED CORRUGATED M 71.0000 497.00 5.000 355.00 5.000 355.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 44 450 MM BITUMINOUS COATED CORRUGATED M 266.0000 7,182.00 0.000 0.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 45 600 MM BITUMINOUS COATED CORRUGATED M 260.0000 1,040.00 4.000 1,040.00 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 1.500 499.50 STEEL PIPE DOWNDRAIN (2.77 MM THICK) PROGRAM CAS145 PAGE 3 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 01:46 PM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 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 0.000 0.00 51 600 MM ANCHOR ASSEMBLY EA 255.0000 255.00 1.000 255.00 1.000 255.00 52 750 MM ANCHOR ASSEMBLY EA 300.0000 300.00 1.000 300.00 1.000 300.00 53 900 MM CORRUGATED STEEL PIPE INLET M 750.0000 1,125.00 1.500 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 1.000 2,500.00 55 FISH PASSAGE ROCK LS 2,500.0000 2,500.00 1.000 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 15.300 8,415.00 57 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 550.0000 6,050.00 6.000 3,300.00 6.000 3,300.00 58 ROCK SLOPE PROTECTION FABRIC M2 9.0000 495.00 45.000 405.00 45.000 405.00 59 MISCELLANEOUS IRON AND STEEL KG 7.5000 922.50 80.000 600.00 80.000 600.00 F) 60 DRAINAGE INLET STEPS LS 1,500.0000 1,500.00 0.000 0.00 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 6.000 600.00 6.000 600.00 PROGRAM CAS145 PAGE 4 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-422504 TIME 01:46 PM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 268,734.18 271,830.68 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,982.62 1,982.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 270,716.80 273,813.30 63 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 411,040.96 TOTAL WORK COMPLETED 320,716.80 323,813.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,895.91 -8,895.91 TOTAL 311,820.89 314,917.39 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 09/01/07 23 54 0 0 79% 35% PROGRESS IS SATISFACTORY HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/07