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 08/24/09 EST. NO.02 TIME 01:12 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/24/09 EST. NO.02 TIME 01:12 PM R.E. NAME: ZINK, PHIL 03-4A6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 01:12 PM ESTIMATE NO. 02 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/24/09 LOCATION RERUN 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 0.200 500.00 0.600 1,500.00 02 TEMPORARY FENCE (TYPE ESA) M 6.9000 7,107.00 780.300 5,384.07 03 CONSTRUCTION SITE MANAGEMENT LS 5,875.0000 5,875.00 0.267 1,568.63 0.654 3,842.25 04 PREPARE STORM WATER POLLUTION LS 2,725.0000 2,725.00 0.067 182.58 0.817 2,226.33 S) PREVENTION PLAN 05 TEMPORARY CHECK DAM M 13.5000 2,700.00 150.000 2,025.00 06 MOVE-IN/MOVE-OUT LS 850.0000 850.00 0.267 226.95 0.654 555.90 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 0.267 1,335.00 0.654 3,270.00 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 0.267 12,415.50 0.654 30,411.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 0.267 1,602.00 0.654 3,924.00 S) 13 REMOVE FLARED END SECTION EA 405.0000 9,720.00 5.000 2,025.00 21.000 8,505.00 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 -10.200 -3,304.80 0.000 0.00 17 400 MM PLASTIC PIPE-LINER M 434.0000 169,260.00 157.780 68,476.52 252.880 109,749.92 18 525 MM PLASTIC PIPE-LINER M 491.0000 382,980.00 98.001 48,118.49 219.651 107,848.64 19 675 MM PLASTIC PIPE-LINER M 654.0000 20,928.00 9.600 6,278.40 20 800 MM PLASTIC PIPE-LINER M 824.0000 38,728.00 20.880 17,205.12 34.780 28,658.72 21 1060 MM PLASTIC PIPE-LINER M 1,208.0000 37,448.00 13.950 16,851.60 23.250 28,086.00 22 450 MM CURED-IN-PLACE PIPE-LINER M 536.0000 15,008.00 22.400 12,006.40 22.400 12,006.40 PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 01:12 PM ESTIMATE NO. 02 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 93,100.00 120.390 58,991.10 151.740 74,352.60 24 750 MM CURED-IN-PLACED PIPE-LINER M 527.0000 38,471.00 21.750 11,462.25 25 1200 MM CURED-IN-PLACE PIPE-LINER M 1,017.0000 49,833.00 39.200 39,866.40 39.200 39,866.40 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.267 2,670.00 0.654 6,540.00 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 0.134 1,072.00 0.824 6,592.00 S) (NATURALLY OCCURING ASBESTOS) 29 DUST CONTROL PLAN LS 8,000.0000 8,000.00 0.134 1,072.00 0.824 6,592.00 S) (NATURALLY OCCURRING ASBESTOS) 30 IMPORTED BORROW M3 45.0000 27,000.00 523.300 23,548.50 31 EROSION CONTROL (BLANKET) M2 5.2500 945.00 617.200 3,240.30 617.200 3,240.30 S) 32 EROSION CONTROL (TYPE D) M2 1.3000 4,940.00 0.000 0.00 S) 33 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 3.000 1,500.00 3.000 1,500.00 S) 34 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 14,700.00 0.340 102.00 29.340 8,802.00 35 MINOR CONCRETE (INVERT PAVING) M3 3,470.0000 34,700.00 20.000 69,400.00 21.100 73,217.00 36 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 187.0000 17,952.00 28.680 5,363.16 33.130 6,195.31 (2.01 MM THICK) 37 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 196.0000 17,052.00 26.007 5,097.37 27.007 5,293.37 (2.01 MM THICK) 38 450 MM ANCHOR ASSEMBLY EA 421.0000 7,578.00 0.000 0.00 39 600 MM ANCHOR ASSEMBLY EA 430.0000 5,160.00 0.000 0.00 40 CABLE ANCHORAGE SYSTEM M 430.0000 8,170.00 0.000 0.00 41 450 MM STEEL FLARED END SECTION EA 601.0000 7,813.00 1.000 601.00 13.000 7,813.00 42 600 MM STEEL FLARED END SECTION EA 647.0000 12,940.00 3.000 1,941.00 19.000 12,293.00 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 0.000 0.00 45 1200 MM STEEL FLARED END SECTION EA 1,805.0000 3,610.00 1.000 1,805.00 2.000 3,610.00 46 ROCK SLOPE PROTECTION M3 154.0000 9,548.00 4.850 746.90 46.150 7,107.10 (FACING, METHOD B) 47 CONCRETE (DITCH LINING) M3 9,100.0000 910.00 0.000 0.00 48 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,100.00 17.400 87.00 165.900 829.50 49 MARKER (CULVERT) EA 80.0000 7,520.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 01:12 PM ESTIMATE NO. 02 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4A6504 TIME 01:12 PM ESTIMATE NO. 02 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 372,764.22 675,346.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 372,764.22 675,346.96 52 MOBILIZATION LS 62,000.0000 62,000.00 0.050 3,100.00 1.000 62,000.00 ORIGINAL CONTRACT AMOUNT 1,248,846.00 TOTAL WORK COMPLETED 375,864.22 737,346.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 375,864.22 737,346.96 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 00/00/00 06/02/09 09/29/09 49 9 0 0 53% 65% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/09