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 10/26/09 EST. NO.04 TIME 12:21 PM 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 0020 6,153.83 E.W. @ F.A.(+) 072109 N 518806 0021 5,740.48 072209 N 518811 0022 5,712.08 072309 N 518813 0023 969.82 072409 N 518815 0024 8,410.34 072709 N 518821 0025 8,536.74 072809 N 518828 0026 7,939.77 072909 N 518836 0027 7,107.07 073009 N 518840 0028 577.87 080309 N 518841 0030 1,191.05 080509 N 518846 002 0002 19,391.78 A.C. @ U.P.(+) 102109 N 02 0 71,730.83 TOTAL THIS ESTIMATE 78,678.92 TOTAL PREVIOUS ESTIMATE 150,409.75 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 10/26/09 EST. NO.04 TIME 12:21 PM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION RET 10/09 DEDUCT -2,000.00 04 RET 9/09 DEDUCT -10,000.00 04 -12,000.00 -12,000.00 TOTAL DEDUCTIONS -12,000.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 12:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/26/09 LOCATION PROGRESS 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 0.150 375.00 0.850 2,125.00 02 TEMPORARY FENCE (TYPE ESA) M 6.9000 7,107.00 106.000 731.40 886.300 6,115.47 03 CONSTRUCTION SITE MANAGEMENT LS 5,875.0000 5,875.00 0.133 781.38 1.000 5,875.00 04 PREPARE STORM WATER POLLUTION LS 2,725.0000 2,725.00 0.033 89.93 0.903 2,460.68 S) PREVENTION PLAN 05 TEMPORARY CHECK DAM M 13.5000 2,700.00 50.000 675.00 200.000 2,700.00 06 MOVE-IN/MOVE-OUT LS 850.0000 850.00 0.133 113.05 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 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.133 665.00 1.000 5,000.00 10 CONSTRUCTION AREA SIGNS LS 5,100.0000 5,100.00 0.750 3,825.00 S) 11 TRAFFIC CONTROL SYSTEM LS 46,500.0000 46,500.00 0.133 6,184.50 1.000 46,500.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.133 798.00 1.000 6,000.00 S) 13 REMOVE FLARED END SECTION EA 405.0000 9,720.00 3.000 1,215.00 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 72.440 31,438.96 410.320 178,078.88 18 525 MM PLASTIC PIPE-LINER M 491.0000 382,980.00 166.530 81,766.23 755.001 370,705.49 19 675 MM PLASTIC PIPE-LINER M 654.0000 20,928.00 8.000 5,232.00 32.000 20,928.00 20 800 MM PLASTIC PIPE-LINER M 824.0000 38,728.00 11.600 9,558.40 46.380 38,217.12 21 1060 MM PLASTIC PIPE-LINER M 1,208.0000 37,448.00 7.750 9,362.00 31.000 37,448.00 22 450 MM CURED-IN-PLACE PIPE-LINER M 536.0000 15,008.00 5.600 3,001.60 28.000 15,008.00 PROGRAM CAS145 PAGE 2 DATE 10/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 12:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.760 16,052.40 184.500 90,405.00 24 750 MM CURED-IN-PLACED PIPE-LINER M 527.0000 38,471.00 23.630 12,453.01 78.010 41,111.27 25 1200 MM CURED-IN-PLACE PIPE-LINER M 1,017.0000 49,833.00 9.800 9,966.60 49.000 49,833.00 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.133 1,330.00 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 0.069 552.00 1.000 8,000.00 S) (NATURALLY OCCURING ASBESTOS) 29 DUST CONTROL PLAN LS 8,000.0000 8,000.00 0.069 552.00 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 3,800.000 4,940.00 3,800.000 4,940.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 2.000 1,000.00 5.000 2,500.00 S) 34 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 14,700.00 12.300 3,690.00 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 66.920 12,514.04 100.050 18,709.35 (2.01 MM THICK) 37 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 196.0000 17,052.00 60.830 11,922.68 87.837 17,216.05 (2.01 MM THICK) 38 450 MM ANCHOR ASSEMBLY EA 421.0000 7,578.00 12.600 5,304.60 18.000 7,578.00 39 600 MM ANCHOR ASSEMBLY EA 430.0000 5,160.00 7.700 3,311.00 11.300 4,859.00 40 CABLE ANCHORAGE SYSTEM M 430.0000 8,170.00 25.000 10,750.00 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 1.000 647.00 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 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 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 94.000 7,520.00 PROGRAM CAS145 PAGE 3 DATE 10/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 12:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 12:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 10/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 256,531.78 1,202,528.35 ADJUSTMENT OF COMPENSATION 19,391.78 90,774.62 EXTRA WORK 52,339.05 59,635.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 328,262.61 1,352,938.10 52 MOBILIZATION LS 62,000.0000 62,000.00 1.000 62,000.00 ORIGINAL CONTRACT AMOUNT 1,248,846.00 TOTAL WORK COMPLETED 328,262.61 1,414,938.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,000.00 -12,000.00 TOTAL 316,262.61 1,402,938.10 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 05/18/09 75 06/22/09 06/02/09 10/07/09 84 15 0 0 96% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/09