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 02/18/10 EST. NO.06 TIME 11:22 AM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- 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 0043 1,310.98 E.W. @ F.A.(+) 072309 N 527415 0044 2,525.91 080309 N 543254 0047 22,595.45 071609 N 543534 002 0004 848.18 A.C. @ U.P.(+) 021610 N 04 0 003 0004 -113.15 A.C. @ U.P.(-) 010410 N 04 0 27,167.37 TOTAL THIS ESTIMATE 193,108.88 TOTAL PREVIOUS ESTIMATE 220,276.25 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 02/18/10 EST. NO.06 TIME 11:22 AM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 -10,000.00 05 RECEIVED CEM4401 10,000.00 06 10,000.00 0.00 LABOR COMPLIANCE VIOLATION RET 10/09 DEDUCT -2,000.00 04 RET 9/09 DEDUCT -10,000.00 04 CERTIFIED PAYROLLS -1,000.00 05 RETURN 10/09 DEDUCT 2,000.00 05 RETURN 9/09 DEDUCT 10,000.00 05 CERTIFIED PAYROLLS 1,000.00 06 1,000.00 0.00 TOTAL DEDUCTIONS 11,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/18/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 11:22 AM ESTIMATE NO. 06 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/18/10 LOCATION FINAL ESTIMATE 03-PLA-80-R56.0/R65.0 -------------- LORANG BROTHERS CONSTRUCTION IN PLACER AND NEVADA COUNTIES FROM INC 4.5 KM EAST OF BLUE CANYON TO 1175 S AUBURN STREET 2.2 KM WEST OF HAMPSHIRE ROCKS COLFAX CA 95713 UNDERCROSSING 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500.00 02 TEMPORARY FENCE (TYPE ESA) M 6.9000 7,107.00 886.300 6,115.47 03 CONSTRUCTION SITE MANAGEMENT LS 5,875.0000 5,875.00 1.000 5,875.00 04 PREPARE STORM WATER POLLUTION LS 2,725.0000 2,725.00 1.000 2,725.00 S) PREVENTION PLAN 05 TEMPORARY CHECK DAM M 13.5000 2,700.00 200.000 2,700.00 06 MOVE-IN/MOVE-OUT LS 850.0000 850.00 1.000 850.00 S) (TEMPORARY EROSION CONTROL) 07 TEMPORARY HYDRAULIC MULCH M2 1.5000 1,500.00 0.000 0.00 S) (POLYMER STABILIZED FIBER MATRIX) 08 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000.00 10 CONSTRUCTION AREA SIGNS LS 5,100.0000 5,100.00 1.000 5,100.00 S) 11 TRAFFIC CONTROL SYSTEM LS 46,500.0000 46,500.00 1.000 46,500.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 1.000 6,000.00 S) 13 REMOVE FLARED END SECTION EA 405.0000 9,720.00 24.000 9,720.00 14 REMOVE CULVERT M 200.0000 1,200.00 10.950 2,190.00 15 REMOVE DOWNDRAIN EA 1,110.0000 9,990.00 9.000 9,990.00 16 250 MM PLASTIC PIPE-LINER M 324.0000 11,340.00 0.000 0.00 17 400 MM PLASTIC PIPE-LINER M 434.0000 169,260.00 419.190 181,928.46 18 525 MM PLASTIC PIPE-LINER M 491.0000 382,980.00 7.210 3,540.11 774.961 380,505.85 19 675 MM PLASTIC PIPE-LINER M 654.0000 20,928.00 32.000 20,928.00 20 800 MM PLASTIC PIPE-LINER M 824.0000 38,728.00 46.380 38,217.12 21 1060 MM PLASTIC PIPE-LINER M 1,208.0000 37,448.00 31.000 37,448.00 22 450 MM CURED-IN-PLACE PIPE-LINER M 536.0000 15,008.00 28.000 15,008.00 PROGRAM CAS145 PAGE 2 DATE 02/18/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 11:22 AM ESTIMATE NO. 06 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/18/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 600 MM CURED-IN PLACE PIPE-LINER M 490.0000 93,100.00 184.500 90,405.00 24 750 MM CURED-IN-PLACED PIPE-LINER M 527.0000 38,471.00 78.010 41,111.27 25 1200 MM CURED-IN-PLACE PIPE-LINER M 1,017.0000 49,833.00 49.000 49,833.00 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 ASBESTOS COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 S) (NATURALLY OCCURING ASBESTOS) 29 DUST CONTROL PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 S) (NATURALLY OCCURRING ASBESTOS) 30 IMPORTED BORROW M3 45.0000 27,000.00 603.300 27,148.50 31 EROSION CONTROL (BLANKET) M2 5.2500 945.00 617.200 3,240.30 S) 32 EROSION CONTROL (TYPE D) M2 1.3000 4,940.00 4,100.000 5,330.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 5.000 2,500.00 S) 34 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 14,700.00 41.640 12,492.00 35 MINOR CONCRETE (INVERT PAVING) M3 3,470.0000 34,700.00 21.100 73,217.00 36 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 187.0000 17,952.00 100.050 18,709.35 (2.01 MM THICK) 37 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 196.0000 17,052.00 87.837 17,216.05 (2.01 MM THICK) 38 450 MM ANCHOR ASSEMBLY EA 421.0000 7,578.00 18.000 7,578.00 39 600 MM ANCHOR ASSEMBLY EA 430.0000 5,160.00 11.300 4,859.00 40 CABLE ANCHORAGE SYSTEM M 430.0000 8,170.00 25.000 10,750.00 41 450 MM STEEL FLARED END SECTION EA 601.0000 7,813.00 13.000 7,813.00 42 600 MM STEEL FLARED END SECTION EA 647.0000 12,940.00 20.000 12,940.00 43 750 MM STEEL FLARED END SECTION EA 945.0000 1,890.00 2.000 1,890.00 44 900 MM STEEL FLARED END SECTION EA 1,129.0000 1,129.00 1.000 1,129.00 45 1200 MM STEEL FLARED END SECTION EA 1,805.0000 3,610.00 2.000 3,610.00 46 ROCK SLOPE PROTECTION M3 154.0000 9,548.00 50.310 7,747.74 (FACING, METHOD B) 47 CONCRETE (DITCH LINING) M3 9,100.0000 910.00 0.100 910.00 48 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,100.00 181.300 906.50 49 MARKER (CULVERT) EA 80.0000 7,520.00 94.000 7,520.00 PROGRAM CAS145 PAGE 3 DATE 02/18/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 11:22 AM ESTIMATE NO. 06 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/18/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 760 MM CORRUGATED STEEL PIPE DOWNDRAIN M 721.0000 4,326.00 6.000 4,326.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 4 DATE 02/18/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 11:22 AM ESTIMATE NO. 06 BID OPENING 03/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/22/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 02/18/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,540.11 1,223,482.61 ADJUSTMENT OF COMPENSATION 735.03 93,770.43 EXTRA WORK 26,432.34 126,505.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 30,707.48 1,443,758.86 52 MOBILIZATION LS 62,000.0000 62,000.00 1.000 62,000.00 ORIGINAL CONTRACT AMOUNT 1,248,846.00 TOTAL WORK COMPLETED 30,707.48 1,505,758.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 11,000.00 0.00 TOTAL 41,707.48 1,505,758.86 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/18/09 75 06/22/09 06/02/09 10/22/09 81 20 14 0 100% 100% ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/18/10