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 07/22/10 EST. NO.02 TIME 07:37 AM R.E. NAME: OSIER, JIM 01-439804 --------------------------------------------------------------------------- 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 0003 1,224.10 E.W. @ F.A.(+) 062910 N 0003 0 1,224.10 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,224.10 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 07/22/10 EST. NO.02 TIME 07:37 AM R.E. NAME: OSIER, JIM 01-439804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/10 -1,000.00 02 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-439804 TIME 07:37 AM ESTIMATE NO. 02 BID OPENING 02/24/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 07/22/10 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-299-R7.5/R22.6 ----------------------- R BROWN CONSTRUCTION COMPANY IN HUMBOLDT COUNTY NEAR BLUE LAKE INC FROM 2.0 MILES EAST OF BLUE LAKE P O BOX 406 UNDERCROSSING TO 0.3 MI EAST OF WILLOW CREEK CA 95573 REDWOOD CREEK BRIDGE __________________ FED. AID NO. N O N E REHABILITATE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 250.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,850.00 0.000 0.00 03 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.140 350.00 0.140 350.00 04 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 05 TEMPORARY FIBER ROLL LF 3.5000 1,610.00 0.000 0.00 06 TEMPORARY SILT FENCE LF 4.0000 6,280.00 0.000 0.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 0.000 0.00 08 TEMPORARY CHECK DAM LF 3.5000 840.00 7.500 26.25 7.500 26.25 09 STREET SWEEPING LS 1,500.0000 1,500.00 0.140 210.00 0.140 210.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.500 1,000.00 0.500 1,000.00 11 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.140 350.00 0.540 1,350.00 12 TRAFFIC CONTROL SYSTEM LS 24,000.0000 24,000.00 0.140 3,360.00 0.140 3,360.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.140 840.00 0.140 840.00 14 ABANDON CULVERT LF 39.5000 2,212.00 0.000 0.00 15 ABANDON DOWNDRAIN LF 29.5000 3,835.00 0.000 0.00 16 REMOVE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 17 REMOVE CULVERT LF 22.0000 2,200.00 56.000 1,232.00 56.000 1,232.00 18 REMOVE INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 19 REMOVE DOWNDRAIN LF 22.0000 2,420.00 20.600 453.20 20.600 453.20 20 RECONSTRUCT METAL BEAM GUARD RAILING LF 145.0000 3,480.00 24.000 3,480.00 24.000 3,480.00 21 32" PLASTIC PIPE-LINER LF 166.5000 26,640.00 151.500 25,224.75 151.500 25,224.75 22 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 2 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-439804 TIME 07:37 AM ESTIMATE NO. 02 BID OPENING 02/24/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 EROSION CONTROL (TYPE D) SQYD 1.8500 7,363.00 0.000 0.00 24 CLASS 2 AGGREGATE BASE CY 60.0000 1,560.00 0.000 0.00 25 MINOR HOT MIX ASPHALT TON 200.0000 5,000.00 10.200 2,040.00 10.200 2,040.00 26 TACK COAT TON 5,000.0000 500.00 0.040 200.00 0.040 200.00 27 MINOR CONCRETE (MINOR STRUCTURE) CY 810.0000 3,483.00 1.950 1,579.50 1.950 1,579.50 F) 28 MINOR CONCRETE (INVERT PAVING) CY 880.0000 1,056.00 0.000 0.00 29 36" CORRUGATED STEEL PIPE (.138" THICK) LF 280.5000 20,476.50 78.000 21,879.00 78.000 21,879.00 30 42" CORRUGATED STEEL PIPE (.138" THICK) LF 373.5000 41,085.00 0.000 0.00 31 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 85.7500 6,345.50 4.000 343.00 4.000 343.00 (.138" THICK) 32 42" CORRUGATED STEEL PIPE DOWNDRAIN LF 103.0000 8,137.00 0.000 0.00 (0.138" THICK) 33 36" ANCHOR ASSEMBLY EA 280.5000 1,122.00 0.000 0.00 34 42" ANCHOR ASSEMBLY EA 292.2500 1,169.00 0.000 0.00 35 36" STEEL FLARED END SECTION EA 661.5000 661.50 1.000 661.50 1.000 661.50 36 ROCK SLOPE PROTECTION CY 63.5000 8,255.00 130.000 8,255.00 130.000 8,255.00 (1/2 TON, METHOD B) 37 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 105.0000 1,144.50 0.000 0.00 38 ROCK SLOPE PROTECTION (1/4T, METHOD B) CY 122.5000 6,737.50 30.000 3,675.00 30.000 3,675.00 39 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 400.00 0.000 0.00 40 MISCELLANEOUS IRON AND STEEL LB 2.5000 24,947.50 239.000 597.50 239.000 597.50 F) 41 MARKER (CULVERT) EA 100.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-439804 TIME 07:37 AM ESTIMATE NO. 02 BID OPENING 02/24/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 79,256.70 82,131.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,224.10 1,224.10 SUBTOTAL AMOUNT EARNED 80,480.80 83,355.80 ORIGINAL CONTRACT AMOUNT 244,560.00 TOTAL WORK COMPLETED 80,480.80 83,355.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 79,480.80 82,355.80 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 04/07/10 50 06/22/10 04/22/10 11/04/10 7 55 2 0 28% 13% PROGRESS IS SATISFACTORY *** SUSPENDED ON 07/01/10. OSIER, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/10