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 07/22/11 EST. NO.06 TIME 12:06 PM R.E. NAME: ALEXANDER, NATHAN 02-2E9704 --------------------------------------------------------------------------- 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 0001 2,663.50 E.W. @ F.A.(+) 033111 N 1 0 0002 100.67 051311 N 2 0 0003 1,858.22 032911 N 4 0 0005 1,072.25 060111 N 671570 0009 279.47 061011 N 671574 5,974.11 TOTAL THIS ESTIMATE 3,859.68 TOTAL PREVIOUS ESTIMATE 9,833.79 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 07/22/11 EST. NO.06 TIME 12:06 PM R.E. NAME: ALEXANDER, NATHAN 02-2E9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E9704 TIME 12:06 PM ESTIMATE NO. 06 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 02-SHA-5-0.0/67.0 ----------------- CORAL CONSTRUCTION COMPANY IN SHASTA AND TEHAMA COUNTIES FROM P O BOX 347 TEHAMA COUNTY LINE TO 1.5 MILES WILSONVILLE OR 97070 SOUTH OF DOG CREEK BRIDGE FED. AID NO. HSIM-058(342) E ,G-058(342)E INSTALL METAL BEAM GUARD RAILING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 125,000.00 19.000 9,500.00 107.000 53,500.00 03 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.056 1,400.00 0.570 14,250.00 04 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 05 TEMPORARY FIBER ROLL LF 5.2500 2,625.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.057 142.50 0.571 1,427.50 07 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.060 1,680.00 0.670 18,760.00 08 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.057 17,100.00 0.571 171,300.00 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.057 1,140.00 0.571 11,420.00 10 TEMPORARY RAILING (TYPE K) LF 28.0000 132,160.00 3,520.000 98,560.00 11 TEMPORARY CRASH CUSHION MODULE EA 160.0000 67,200.00 308.000 49,280.00 12 REMOVE METAL BEAM GUARD RAILING LF 6.5000 276,900.00 11,663.000 75,809.50 24,506.000 159,289.00 13 REMOVE ASPHALT CONCRETE DIKE LF 3.2500 80,275.00 120.000 390.00 17,553.000 57,047.25 14 RECONSTRUCT METAL BEAM GUARD RAILING LF 12.2500 106,942.50 99.500 1,218.88 15 RECONSTRUCT METAL BEAM GUARD RAILING LF 13.5000 160,650.00 1,004.500 13,560.75 6,584.000 88,884.00 (STEEL POST) 16 RECONSTRUCT METAL BEAM GUARD RAILING LF 16.9000 7,605.00 100.000 1,690.00 (7' STEEL POST) 17 RECONSTRUCT TERMINAL SYSTEM EA 955.0000 43,930.00 4.000 3,820.00 16.000 15,280.00 18 CONVERT METAL BEAM GUARD RAILING LF 9.0000 2,250.00 0.000 0.00 19 RELOCATE METAL BEAM GUARD RAILING LF 10.2500 1,435.00 0.000 0.00 20 REMOVE CRASH CUSHION EA 2,000.0000 2,000.00 0.000 0.00 21 CLEARING AND GRUBBING ACRE 10,000.0000 3,000.00 0.000 0.00 22 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E9704 TIME 12:06 PM ESTIMATE NO. 06 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 EARTH RETAINING STRUCTURE SQFT 20.0000 106,000.00 612.500 12,250.00 612.500 12,250.00 (GUARD RAILING) 24 IMPORTED BORROW TON 31.0000 80,600.00 0.000 0.00 25 MULCH CY 50.0000 12,500.00 0.000 0.00 26 MINOR HOT MIX ASPHALT TON 295.0000 115,050.00 107.820 31,806.90 107.820 31,806.90 27 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 3,600.00 640.000 1,280.00 640.000 1,280.00 28 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 47,800.00 11,521.000 23,042.00 11,521.000 23,042.00 29 PLACE HOT MIX ASPHALT SQYD 130.0000 41,600.00 41.460 5,389.80 41.460 5,389.80 (MISCELLANEOUS AREA) 30 OBJECT MARKER (TYPE L-1) EA 45.0000 6,300.00 21.000 945.00 31 METAL BEAM GUARD RAILING (STEEL POST) LF 18.0000 1,436,400.00 10,281.250 185,062.50 55,477.250 998,590.50 32 METAL BEAM GUARD RAILING (WOOD POST) LF 16.5000 262,350.00 1,062.500 17,531.25 33 METAL BEAM GUARD RAILING (7' STEEL POST) LF 20.0000 172,000.00 3,892.750 77,855.00 8,342.750 166,855.00 34 METAL BEAM GUARD RAILING (7' WOOD POST) LF 21.0000 12,600.00 0.000 0.00 35 DOUBLE METAL BEAM GUARD RAILING LF 27.0000 29,700.00 0.000 0.00 (WOOD POST) 36 SINGLE THRIE BEAM BARRIER LF 25.0000 10,250.00 0.000 0.00 37 CABLE RAILING LF 30.0000 13,800.00 0.000 0.00 38 TRANSITION RAILING (TYPE STB) EA 3,475.0000 34,750.00 0.000 0.00 39 TRANSITION RAILING (TYPE WB) EA 3,500.0000 255,500.00 3.000 10,500.00 25.000 87,500.00 40 RAIL TENSIONING ASSEMBLY EA 525.0000 14,700.00 0.000 0.00 41 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 74,750.00 16.000 9,200.00 51.000 29,325.00 42 END CAP (TYPE A) EA 210.0000 1,680.00 1.000 210.00 11.000 2,310.00 43 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,025.0000 76,950.00 8.000 16,200.00 44 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,115.0000 120,555.00 2.000 4,230.00 21.000 44,415.00 45 CRASH CUSHION, SAND FILLED EA 5,500.0000 5,500.00 0.000 0.00 46 CRASH CUSHION (TYPE CAT) EA 5,100.0000 142,800.00 0.000 0.00 47 CONCRETE BARRIER LF 1,800.0000 149,400.00 70.790 127,422.00 (TRANSITION ANCHOR BLOCK) 48 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 270.0000 483,300.00 429.400 115,938.00 944.400 254,988.00 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.030 225.00 0.771 5,782.50 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E9704 TIME 12:06 PM ESTIMATE NO. 06 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.163 4,890.00 0.163 4,890.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E9704 TIME 12:06 PM ESTIMATE NO. 06 BID OPENING 10/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 606,421.95 2,577,429.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,974.11 9,833.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 612,396.06 2,587,263.37 51 MOBILIZATION LS 348,869.5000 348,869.50 0.950 331,426.03 ORIGINAL CONTRACT AMOUNT 5,491,777.00 TOTAL WORK COMPLETED 612,396.06 2,918,689.40 MATERIALS ON HAND ON SITE 78,743.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 612,396.06 2,997,432.90 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 12/28/10 250 02/22/11 01/12/11 02/17/12 107 24 0 0 53% 43% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11