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 12/23/10 EST. NO.17 TIME 08:39 AM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- 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 12/23/10 EST. NO.17 TIME 08:39 AM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -10,000.00 14 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 12/09LTR -5,000.00 05 RETURN 12/09 DEDUCT 5,000.00 10 PER 08/10 LTR -10,000.00 13 PER LTR DATED 9/10 -7,000.00 14 0.00 -17,000.00 TOTAL DEDUCTIONS 0.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 LOCATION PROGRESS ESTIMATE 02-TEH-5-R22.2/R27.5 ----------------- C C MYERS INC IN TEHAMA COUNTY IN AND NEAR RED 3286 FITZGERALD ROAD BLUFF FROM 5.3 MILES SOUTH OF ADOBE RANCHO CORDOVA CA 957426811 ROAD OVERCROSSING TO ADOBE ROAD OVERCROSSING FED. AID NO. SARR-058(336)E ,A-058(336)E BRIDGE DECK MAINTENANCE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.850 1,700.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 11,500.0000 2,070,000.00 176.010 2,024,115.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 21,450.00 6,450.000 19,350.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.900 4,500.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.910 2,275.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 492.000 1,230.00 4,262.000 10,655.00 08 TEMPORARY SILT FENCE LF 1.2000 1,560.00 665.000 798.00 09 TEMPORARY GRAVEL BAG BERM LF 8.0000 4,000.00 1,343.500 10,748.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 8,450.00 26.000 8,450.00 11 STREET SWEEPING LS 30,000.0000 30,000.00 0.040 1,200.00 0.950 28,500.00 12 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 60,000.00 8.000 12,000.00 112.000 168,000.00 13 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.900 13,500.00 14 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.910 68,250.00 15 TRAFFIC CONTROL SURVEILLANCE LS 1,500.0000 1,500.00 0.550 825.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 115,200.00 348,571.000 69,714.20 17 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 39,140.00 145.000 5,510.00 769.000 29,222.00 18 TEMPORARY PAVEMENT MARKER EA 3.0000 19,200.00 3,327.100 9,981.30 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 0.910 6,370.00 20 PORTABLE RADAR TRAILER LS 4,000.0000 4,000.00 0.910 3,640.00 21 TEMPORARY RAILING (TYPE K) LF 8.0000 478,400.00 67,281.000 538,248.00 22 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 329.000 98,700.00 PROGRAM CAS145 PAGE 2 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING LF 15.0000 73,800.00 5,191.000 77,865.00 24 REMOVE FLARED END SECTION EA 250.0000 1,500.00 6.000 1,500.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 3,900.00 13,141.000 3,942.30 STRIPE 26 REMOVE TRAFFIC STRIPE LF 0.3000 30,300.00 10,232.000 3,069.60 137,531.000 41,259.30 27 REMOVE EPOXY GRIT POLYMER OVERLAY SQFT 2.0000 26,316.00 13,158.000 26,316.00 28 REMOVE PAVEMENT MARKER EA 1.0000 1,480.00 1,787.000 1,787.00 29 REMOVE ROADSIDE SIGN EA 100.0000 2,400.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 55.0000 110.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 32 REMOVE CULVERT LF 40.0000 6,400.00 160.000 6,400.00 33 REMOVE INLET EA 450.0000 6,750.00 15.000 6,750.00 34 REMOVE JUNCTION BOX EA 900.0000 900.00 1.000 900.00 35 RESET ROADSIDE SIGN (ONE POST) EA 180.0000 540.00 0.000 0.00 36 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 37 ADJUST INLET EA 2,250.0000 4,500.00 2.000 4,500.00 38 MODIFY INLET EA 2,500.0000 2,500.00 1.000 2,500.00 39 REMOVE UNSOUND CONCRETE CF 65.0000 64,090.00 8.000 520.00 40 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1700 29,113.52 35,856.000 6,095.52 41 CLEAN BRIDGE DECK SQFT 0.2000 1,428.80 7,144.000 1,428.80 42 REMOVE CRASH CUSHION (SAND FILLED) LS 5,000.0000 5,000.00 0.000 0.00 43 BRIDGE REMOVAL (PORTION) LS 280,000.0000 280,000.00 1.000 280,000.00 44 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 45 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.900 27,000.00 46 ROADWAY EXCAVATION CY 20.0000 1,586,000.00 8,568.000 171,360.00 88,576.100 1,771,522.00 47 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 48 PRUNE EXISTING PLANTS LS 13,000.0000 13,000.00 1.000 13,000.00 49 EROSION CONTROL (TYPE D) SQYD 0.6000 39,240.00 37,914.000 22,748.40 91,580.100 54,948.06 PROGRAM CAS145 PAGE 3 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MAINTAIN EXISTING PLANTS LS 4,500.0000 4,500.00 0.000 0.00 51 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 52 EXTEND 8" CONDUIT LF 23.0000 4,140.00 180.000 4,140.00 53 CLASS 2 AGGREGATE BASE CY 21.0000 483,000.00 27,101.800 569,137.80 54 AGGREGATE BASE (APPROACH SLAB) CY 60.0000 3,540.00 0.000 0.00 55 LEAN CONCRETE BASE CY 100.0000 1,530,000.00 -912.500 -91,250.00 19,161.500 1,916,150.00 56 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,340,000.00 32,551.420 2,539,010.76 57 SHOULDER RUMBLE STRIP STA 12.0000 6,840.00 111.130 1,333.56 111.130 1,333.56 (HMA,GROUND-IN INDENTATIONS) 58 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 0.000 0.00 59 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 60.00 0.000 0.00 60 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 27,100.00 13,122.000 13,122.00 61 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,000.00 0.000 0.00 62 PLACE HOT MIX ASPHALT SQYD 21.0000 36,750.00 309.790 6,505.59 (MISCELLANEOUS AREA) 63 TACK COAT TON 450.0000 14,850.00 33.000 14,850.00 64 CONCRETE PAVEMENT CY 140.0000 3,654,000.00 2,315.900 324,226.00 31,079.250 4,351,095.00 65 SHOULDER RUMBLE STRIP STA 55.0000 9,900.00 103.980 5,718.90 (PCC, GROUND-IN INDENTATIONS) 66 REPLACE CONCRETE PAVEMENT CY 353.0000 6,671,700.00 2,544.160 898,088.48 16,765.500 5,918,221.50 (RAPID STRENGTH CONCRETE) 67 SEAL PAVEMENT JOINT LF 3.0000 309,000.00 953.000 2,859.00 32,041.000 96,123.00 68 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 122,700.00 103.980 155.97 69 BASE (RAPID STRENGTH CONCRETE) CY 255.0000 2,677,500.00 1,113.620 283,973.10 8,510.700 2,170,228.50 70 GRIND EXISTING CONCRETE SQYD 3.1000 517,700.00 43,105.000 133,625.50 PAVEMENT 71 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 351,000.00 395.000 237,000.00 (TYPE R) 72 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 45,200.00 40.200 40,200.00 F) 73 MINOR CONCRETE (BACKFILL) CY 300.0000 6,600.00 34.300 10,290.00 74 PAVING NOTCH EXTENSION CY 1,650.0000 14,850.00 9.000 14,850.00 75 CLEAN EXPANSION JOINT LF 4.0000 6,152.00 0.000 0.00 76 RAPID SETTING CONCRETE (PATCH) CF 70.0000 69,020.00 8.000 560.00 PROGRAM CAS145 PAGE 4 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH POLYESTER CONCRETE OVERLAY CF 62.0000 795,646.00 4,062.250 251,859.50 78 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.7500 128,442.00 35,754.000 26,815.50 F) 79 CORE TREATED BRIDGE DECK EA 60.0000 480.00 0.000 0.00 80 JOINT SEAL (MR 1/2") LF 15.0000 4,920.00 0.000 0.00 81 JOINT SEAL (MR 1") LF 16.0000 14,544.00 0.000 0.00 82 JOINT SEAL (MR 2") LF 40.0000 31,560.00 0.000 0.00 83 TREAT BRIDGE DECK SQFT 0.2500 1,786.00 7,144.000 1,786.00 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 3,950.00 88.000 4,400.00 85 STRUCTURAL STEEL (BRIDGE) LB 8.0000 604,000.00 75,500.000 604,000.00 F) 86 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 87 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 332,000.00 66,330.000 331,650.00 88 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 16,600.00 66,330.000 16,582.50 89 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 6,160.00 433.400 6,067.60 90 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 3,220.00 0.000 0.00 91 FURNISH LAMINATED PANEL SIGN SQFT 15.0000 1,365.00 0.000 0.00 (2 1/2"-TYPE B) 92 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,430.00 0.000 0.00 (0.063"-UNFRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 216.00 0.000 0.00 (0.080"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 0.000 0.00 (0.080"-FRAMED) 95 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,200.0000 108,000.00 90.000 108,000.00 (SIGN FOUNDATION) 96 ROADSIDE SIGN - ONE POST EA 235.0000 3,055.00 2.000 470.00 97 ROADSIDE SIGN - TWO POST EA 650.0000 2,600.00 0.000 0.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 50.00 0.000 0.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME EA 500.0000 1,000.00 7.000 3,500.00 00 INSTALL ROADSIDE SIGN EA 750.0000 2,250.00 0.000 0.00 (LAMINATED WOOD BOX POST) 01 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 150,000.0000 150,000.00 1.000 150,000.00 02 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 500,000.0000 500,000.00 1.000 500,000.00 03 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 5 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 22.0000 312,664.00 14,203.000 312,466.00 05 WORK AREA MONITORING LS 6,500.0000 6,500.00 1.000 6,500.00 06 18" REINFORCED CONCRETE PIPE LF 315.0000 13,860.00 44.000 13,860.00 07 24" REINFORCED CONCRETE PIPE LF 310.0000 22,320.00 72.000 22,320.00 08 36" REINFORCED CONCRETE PIPE LF 505.0000 12,120.00 24.000 12,120.00 09 42" REINFORCED CONCRETE PIPE LF 530.0000 10,600.00 20.000 10,600.00 10 23"X14" OVAL SHAPED REINFORCED CONCRETE LF 225.0000 4,050.00 18.000 4,050.00 PIPE 11 18" CORRUGATED STEEL PIPE (.109" THICK) LF 280.0000 4,480.00 16.000 4,480.00 12 24" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 4,800.00 16.000 4,800.00 13 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 85.0000 5,100.00 59.900 5,091.50 14 36" PRECAST CONCRETE PIPE INLET LF 415.0000 19,920.00 47.500 19,712.50 15 MINOR CONCRETE (CURB) CY 450.0000 8,100.00 0.000 0.00 16 MINOR CONCRETE (GUTTER DEPRESSION) CY 750.0000 1,800.00 0.000 0.00 17 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 3,600.00 0.000 0.00 18 MISCELLANEOUS IRON AND STEEL LB 8.0000 70,568.00 8,821.000 70,568.00 F) 19 GRATE LOCKING DEVICE EA 150.0000 1,200.00 8.000 1,200.00 20 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 17,280.00 0.000 0.00 F) 21 DELINEATOR (CLASS 1) EA 40.0000 3,280.00 23.000 920.00 22 MILEPOST MARKER EA 50.0000 1,000.00 0.000 0.00 23 MARKER (CULVERT) EA 50.0000 1,150.00 0.000 0.00 24 OBJECT MARKER (TYPE L-1) EA 50.0000 1,000.00 2.000 100.00 25 METAL BEAM GUARD RAILING LF 18.0000 51,840.00 262.500 4,725.00 2,600.000 46,800.00 26 VEGETATION CONTROL (MINOR CONCRETE) SQYD 27.0000 57,510.00 29.540 797.58 27 CONCRETE BARRIER (EXTENTION) LF 380.0000 25,460.00 32.000 12,160.00 67.000 25,460.00 F) 28 DOUBLE METAL BEAM GUARD RAILING LF 22.0000 20,460.00 912.500 20,075.00 (WOOD POST) 29 TRANSITION RAILING (TYPE WB) EA 2,300.0000 69,000.00 3.000 6,900.00 25.000 57,500.00 30 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 12.000 7,200.00 PROGRAM CAS145 PAGE 6 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 5.000 12,000.00 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 11.000 23,100.00 33 ALTERNATIVE CRASH CUSHION EA 8,400.0000 117,600.00 3.000 25,200.00 18.000 151,200.00 34 CONCRETE BARRIER (MODIFIED TYPE 60) LF 280.0000 145,600.00 265.000 74,200.00 35 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 36,250.00 22,317.000 5,579.25 22,317.000 5,579.25 36 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 4,095.00 0.000 0.00 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,602.00 0.000 0.00 (BROKEN 12-3) 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 6,380.00 22,038.000 2,203.80 22,038.000 2,203.80 (BROKEN 36-12) 39 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 0.000 0.00 (BROKEN 17-7) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,700.00 781.000 1,562.00 781.000 1,562.00 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 42 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 1.000 60,000.00 43 HIGHWAY ADVISORY RADIO SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 44 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 PROGRAM CAS145 PAGE 7 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 08:39 AM ESTIMATE NO. 17 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,694,678.19 26,627,690.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 301,644.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,694,678.19 26,929,335.11 45 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 29,211,926.32 TOTAL WORK COMPLETED 1,694,678.19 27,879,335.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -27,000.00 TOTAL 1,694,678.19 27,852,335.11 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 07/08/09 180 08/12/09 08/24/09 04/30/11 188 140 15 0 88% 96% PROGRESS IS SATISFACTORY PENDING CCO DAYS BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/10