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 09/19/12 EST. NO.04 TIME 11:07 AM R.E. NAME: OSIER, JIM 02-2C9504 --------------------------------------------------------------------------- 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 0014 2,502.39 E.W. @ U.P (+) 081012 N 0014 0 0016 2,619.85 082412 N 0016 0 005 0006 4,124.16 E.W. @ F.A.(+) 082912 N 0006 0 006 0017 3,409.39 E.W. @ F.A.(+) 081312 N 0017 0 0018 4,404.36 081412 N 0018 0 0019 2,628.02 081512 N 0019 0 0020 2,241.84 082012 N 0020 0 0021 2,483.91 082412 N 0021 0 0022 909.88 082712 N 0022 0 25,323.80 TOTAL THIS ESTIMATE 55,065.67 TOTAL PREVIOUS ESTIMATE 80,389.47 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 09/19/12 EST. NO.04 TIME 11:07 AM R.E. NAME: OSIER, JIM 02-2C9504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9504 TIME 11:07 AM ESTIMATE NO. 04 BID OPENING 10/04/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 09/19/12 LOCATION PROGRESS ESTIMATE 02-SIS-96-R0.0/12.0 ----------------- R BROWN CONSTRUCTION COMPANY IN SISKIYOU COUNTY INC P O BOX 406 WILLOW CREEK CA 95573 FED. AID NO. STPP-960(50E) REPLACE CULVERTS CONSTRUCT HEADWALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,350.00 460.000 2,300.00 1,436.000 7,180.00 002 CONSTRUCTION SITE MANAGEMENT LS 18,500.0000 18,500.00 0.880 16,280.00 003 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.851 2,978.50 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 5.0000 5,000.00 0.000 0.00 005 TEMPORARY GRAVEL BAG BERM LF 5.0000 4,800.00 0.000 0.00 006 TEMPORARY CHECK DAM LF 5.0000 4,800.00 87.000 435.00 110.000 550.00 007 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 6,250.00 3.000 750.00 15.000 3,750.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,000.0000 2,000.00 0.000 0.00 009 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 2,500.0000 2,500.00 0.539 1,347.50 010 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 3.000 1,500.00 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0.00 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000.00 013 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 0.600 3,300.00 014 TRAFFIC CONTROL SYSTEM LS 45,000.0000 45,000.00 0.924 41,580.00 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.385 2,310.00 016 ABANDON GMP PIPE INLET LF 250.0000 2,750.00 11.100 2,775.00 11.100 2,775.00 017 ABANDON CULVERT LF 32.0000 12,800.00 177.600 5,683.20 396.100 12,675.20 018 REMOVE FENCE (TYPE BW) LF 2.5000 100.00 40.000 100.00 40.000 100.00 019 REMOVE CULVERT LF 7.0000 13,370.00 385.800 2,700.60 1,908.300 13,358.10 020 REMOVE 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 40.00 8.000 40.00 (SUPPLY LINE) 021 REMOVE INLET EA 250.0000 2,000.00 8.000 2,000.00 022 REMOVE HEADWALL EA 250.0000 15,250.00 1.000 250.00 58.000 14,500.00 PROGRAM CAS145 PAGE 2 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9504 TIME 11:07 AM ESTIMATE NO. 04 BID OPENING 10/04/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DOWNDRAIN LF 6.2500 750.00 22.800 142.50 115.600 722.50 024 21" PLASTIC PIPE-LINER LF 85.0000 11,050.00 139.000 11,815.00 025 30" PLASTIC PIPE-LINER LF 110.0000 12,100.00 110.000 12,100.00 026 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 0.924 2,310.00 027 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.924 2,310.00 028 ROADWAY EXCAVATION CY 50.0000 350.00 0.000 0.00 (NATURALLY OCCURRING ASBESTOS) 029 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.951 2,377.50 030 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.951 2,377.50 (NATURALLY OCCURING ASBESTOS) 031 DUST CONTROL PLAN LS 2,500.0000 2,500.00 0.951 2,377.50 (NATURALLY OCCURRING ASBESTOS) 032 SAND BACKFILL CY 232.2500 27,870.00 99.200 23,039.20 117.100 27,196.48 033 DITCH EXCAVATION CY 30.0000 990.00 47.000 1,410.00 65.000 1,950.00 034 PLANTING TUBE LF 30.0000 1,410.00 26.000 780.00 47.000 1,410.00 035 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 25,000.00 0.000 0.00 036 2" PLASTIC PIPE (SCHEDULE 40) EA 25.0000 275.00 11.000 275.00 (SUPPLY LINE) 037 MINOR HOT MIX ASPHALT TON 185.0000 57,350.00 0.000 0.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 26.5000 23,850.00 0.000 0.00 039 PLACE HOT MIX ASPHALT SQYD 42.5000 70,550.00 0.000 0.00 (MISCELLANEOUS AREA) 040 MINOR CONCRETE (MINOR STRUCTURE) CY 1,140.0000 177,042.00 21.470 24,475.80 143.570 163,669.80 (F) 041 MINOR CONCRETE (BACKFILL) CY 200.0000 1,600.00 2.000 400.00 4.800 960.00 042 24" CORRUGATED STEEL PIPE (.109" THICK) LF 173.0000 219,710.00 257.600 44,564.80 1,585.600 274,308.80 043 30" CORRUGATED STEEL PIPE (.109" THICK) LF 140.0000 50,400.00 294.000 41,160.00 044 36" CORRUGATED STEEL PIPE (.109" THICK) LF 142.5000 37,050.00 104.000 14,820.00 370.000 52,725.00 045 48" CORRUGATED STEEL PIPE (.168" THICK) LF 187.5000 3,000.00 0.000 0.00 046 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 28.0000 21,000.00 279.000 7,812.00 047 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.5000 4,970.00 46.000 1,633.00 186.000 6,603.00 (.109" THICK) 048 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 31.0000 2,604.00 16.000 496.00 (.079" THICK) 049 30" DOWNDRAIN SLIP JOINT EA 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9504 TIME 11:07 AM ESTIMATE NO. 04 BID OPENING 10/04/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 36" DOWNDRAIN SLIP JOINT EA 1,050.0000 2,100.00 1.000 1,050.00 051 ANCHOR ASSEMBLY EA 369.0000 4,059.00 2.000 738.00 7.000 2,583.00 052 36" CORRUGATED STEEL PIPE INLET LF 328.5000 3,942.00 4.000 1,314.00 8.200 2,693.70 (.109" THICK) 053 48" CORRUGATED STEEL PIPE INLET LF 541.0000 5,410.00 8.900 4,814.90 (.138" THICK) 054 2-1/2" CAST IRON PIPE LF 25.0000 500.00 0.000 0.00 055 24" WELDED STEEL PIPE (.250" THICK) LF 225.7500 49,665.00 0.000 0.00 056 30" WELDED STEEL PIPE (.250" THICK) LF 313.5000 21,945.00 0.000 0.00 057 36" WELDED STEEL PIPE (.250" THICK) LF 332.5000 66,500.00 87.300 29,027.25 058 48" WELDED STEEL PIPE (.375" THICK) LF 579.0000 46,320.00 80.000 46,320.00 80.000 46,320.00 059 72" WELDED STEEL PIPE (.250" THICK) LF 583.5000 49,014.00 84.000 49,014.00 84.000 49,014.00 060 24" STEEL FLARED END SECTION EA 288.0000 576.00 1.000 288.00 1.000 288.00 061 ROCK SLOPE PROTECTION CY 97.5000 6,825.00 140.000 13,650.00 155.000 15,112.50 (1/2 TON, METHOD A) 062 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 83.0000 28,220.00 84.600 7,021.80 378.300 31,398.90 063 ROCK SLOPE PROTECTION CY 93.0000 43,710.00 71.000 6,603.00 515.000 47,895.00 (FACING, METHOD B) 064 ROCK SLOPE PROTECTION CY 40.0000 480.00 41.900 1,676.00 (BACKING NO. 2, METHOD B) 065 ROCK SLOPE PROTECTION FABRIC SQYD 2.5000 5,100.00 416.400 1,041.00 1,791.500 4,478.75 066 MISCELLANEOUS IRON AND STEEL LB 2.5000 45,665.00 215.000 537.50 15,924.000 39,810.00 (F) 067 FENCE (TYPE BW, METAL POST) LF 50.0000 2,000.00 0.000 0.00 068 MARKER (CULVERT) EA 50.0000 6,500.00 130.000 6,500.00 130.000 6,500.00 069 METAL BEAM GUARD RAILING LF 88.0000 5,280.00 0.000 0.00 070 CABLE RAILING LF 50.0000 9,000.00 83.000 4,150.00 95.000 4,750.00 071 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,575.0000 7,150.00 0.000 0.00 072 THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 12,555.00 0.000 0.00 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C9504 TIME 11:07 AM ESTIMATE NO. 04 BID OPENING 10/04/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/12 R.E. NAME: OSIER, JIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 265,436.40 1,031,592.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 25,323.80 80,389.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 290,760.20 1,111,981.85 073 MOBILIZATION LS 135,000.0000 135,000.00 1.000 135,000.00 ORIGINAL CONTRACT AMOUNT 1,484,447.00 TOTAL WORK COMPLETED 290,760.20 1,246,981.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 290,760.20 1,246,981.85 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 11/08/11 65 05/21/12 01/02/12 10/02/12 55 125 0 0 74% 85% PROGRESS IS SATISFACTORY OSIER, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/12