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 11/23/09 EST. NO.09 TIME 10:01 AM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- 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 11/23/09 EST. NO.09 TIME 10:01 AM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED STRC BACKFILL -1,200.00 09 -1,200.00 -1,200.00 TOTAL DEDUCTIONS -1,200.00 -1,200.00 PROGRAM CAS145 PAGE 1 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 LOCATION PROGRESS ESTIMATE 04-SOL-12-7.9/20.6 ----------------- RGW CONSTRUCTION, INC IN SOLANO COUNTY NEAR SUISUN CITY 550 GREEN VILLE ROAD FROM 1.1 KM EAST OF WALTERS ROAD LIVERMORE, CA 94550 TO CURRIE ROAD. FED. AID NO. ACST-P012(100)E ,P-P012(100)E REHABILITATE ROADWAY AND WIDENING ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.050 250.00 0.550 2,750.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 462,000.00 22.000 24,200.00 170.000 187,000.00 03 TEMPORARY FENCE (TYPE WM) M 15.0000 11,250.00 700.000 10,500.00 04 TEMPORARY FENCE (TYPE ESA) M 6.5000 137,800.00 20,541.310 133,518.52 05 CONSTRUCTION SITE MANAGEMENT LS 47,000.0000 47,000.00 0.050 2,350.00 0.350 16,450.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.650 1,625.00 S) PREVENTION PLAN 07 TEMPORARY REINFORCED SILT FENCE (TYPE 1) M 32.0000 51,200.00 1,643.000 52,576.00 S) 08 TEMPORARY FIBER ROLL M 5.7500 57,500.00 701.000 4,030.75 09 TEMPORARY SILT FENCE M 4.8000 48,000.00 76.400 366.72 1,913.400 9,184.32 10 TEMPORARY SEASONAL WETLAND PROTECTION M3 120.0000 52,200.00 265.500 31,860.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 2.000 4,000.00 4.000 8,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 18,600.00 2.000 6,200.00 2.000 6,200.00 13 TEMPORARY COVER M2 3.4000 13,600.00 750.000 2,550.00 14 TEMPORARY CHECK DAM M 25.0000 2,500.00 0.000 0.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 18,200.00 21.000 5,460.00 21.000 5,460.00 16 TEMPORARY HYDRAULIC MULCH M2 1.2000 47,520.00 12,638.550 15,166.26 23,386.050 28,063.26 S) (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 175,000.0000 175,000.00 0.050 8,750.00 0.320 56,000.00 18 CONSTRUCTION AREA SIGNS LS 8,900.0000 8,900.00 0.700 6,230.00 S) 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.100 20,000.00 0.350 70,000.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 4,290.00 89.240 2,944.92 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 87,780.00 47,614.300 52,375.73 22 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 6,500.00 42.000 2,100.00 S) PROGRAM CAS145 PAGE 2 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.3000 23,529.00 4,389.000 14,483.70 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.050 1,500.00 0.400 12,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 550,000.00 3,814.000 83,908.00 15,035.000 330,770.00 26 TEMPORARY CRASH CUSHION MODULE EA 210.0000 63,000.00 28.000 5,880.00 154.000 32,340.00 S) 27 REMOVE FENCE (TYPE WM) M 4.0000 54,000.00 16,452.100 65,808.40 28 REMOVE METAL BEAM GUARD RAILING M 32.0000 8,640.00 96.630 3,092.16 29 REMOVE FLARED END SECTION EA 32.0000 1,088.00 20.000 640.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 30,100.00 18,280.000 25,592.00 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 72,630.00 21,705.100 29,301.89 32 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 968.00 0.000 0.00 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 76,680.00 4,128.000 5,572.80 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 1,650.00 79.280 1,744.16 35 REMOVE CHANNELIZERS EA 12.0000 17,640.00 1,014.000 12,168.00 36 REMOVE ROADSIDE SIGN EA 30.0000 270.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 4.0000 380.00 0.000 0.00 38 REMOVE CULVERT M 23.0000 10,810.00 229.500 5,278.50 39 REMOVE HEADWALL EA 800.0000 8,000.00 17.000 13,600.00 40 REMOVE CONCRETE PAVEMENT M3 20.0000 10,000.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE SURFACING M3 12.0000 14,520.00 0.000 0.00 42 REMOVE BASE AND SURFACING M3 7.8000 135,720.00 0.000 0.00 43 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 42,000.00 112.570 6,754.20 369.570 22,174.20 (WOOD POST) 44 RESET ROADSIDE SIGN EA 90.0000 720.00 0.000 0.00 45 RELOCATE ROADSIDE SIGN (WOOD POST) EA 90.0000 5,220.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN EA 90.0000 90.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 47 525 MM PLASTIC PIPE-LINER M 515.0000 61,800.00 23.800 12,257.00 113.800 58,607.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 46,500.00 0.000 0.00 S) 49 REMOVE CONCRETE M3 120.0000 1,080.00 8.500 1,020.00 PROGRAM CAS145 PAGE 3 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 2,000.0000 2,000.00 0.000 0.00 51 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.100 40,000.00 0.850 340,000.00 52 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.050 500.00 0.500 5,000.00 53 ROADWAY EXCAVATION M3 9.0000 2,061,000.00 25,618.540 230,566.86 106,548.120 958,933.08 54 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750.00 S) 55 STRUCTURE EXCAVATION (CULVERT) M3 50.0000 1,150.00 23.000 1,150.00 F) 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 12.0000 19,272.00 1,361.000 16,332.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 135.0000 21,789.00 100.150 13,520.25 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 12.5000 40,537.50 2,595.000 32,437.50 3,243.000 40,537.50 F) 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 13,875.00 185.000 13,875.00 185.000 13,875.00 F) WALL) 60 DITCH EXCAVATION M3 50.0000 56,500.00 0.000 0.00 61 IMPORTED BORROW M3 6.0000 116,400.00 2,100.000 12,600.00 6,756.700 40,540.20 62 SUBGRADE ENHANCEMENT FABRIC M2 8.5000 6,290.00 0.000 0.00 63 ROADSIDE CLEARING LS 9,000.0000 9,000.00 1.000 9,000.00 64 EROSION CONTROL (NETTING) M2 4.2000 8,568.00 1,252.780 5,261.68 S) 65 EROSION CONTROL (TYPE D) HA 3,140.0000 24,806.00 2.170 6,813.80 5.370 16,861.80 S) 66 BIOFILTRATION SWALES M2 12.6000 49,266.00 0.000 0.00 S) 67 BIOFILTRATION STRIPS M2 5.0000 3,650.00 0.000 0.00 S) 68 FIBER ROLLS M 6.7500 153,225.00 2,629.000 17,745.75 8,580.000 57,915.00 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,700.0000 8,100.00 1.000 2,700.00 2.000 5,400.00 S) 70 CLASS 4 AGGREGATE SUBBASE M3 10.0000 625,000.00 7,084.050 70,840.50 22,643.000 226,430.00 71 CLASS 3 AGGREGATE BASE M3 40.0000 1,604,000.00 5,606.410 224,256.40 12,332.180 493,287.20 72 ASPHALT TREATED PERMEABLE BASE M3 205.0000 94,300.00 207.500 42,537.50 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 REPLACE ASPHALT CONCRETE SURFACING M3 220.0000 391,600.00 1,354.060 297,893.20 75 ASPHALT CONCRETE (TYPE A) TONN 85.0000 4,785,500.00 2,461.550 209,231.75 17,911.470 1,522,474.95 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 2,439,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 215.0000 55,040.00 0.000 0.00 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 480.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 43,200.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 2,400.00 0.000 0.00 81 CENTERLINE RUMBLE STRIP (AC, STA 55.0000 5,115.00 0.000 0.00 GROUND-IN INDENTATIONS) 82 SHOULDER RUMBLE STRIP STA 55.0000 11,715.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 83 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 51,750.00 0.000 0.00 84 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 381,600.00 795.000 381,600.00 F) 85 CLASS 2 CONCRETE (BOX CULVERT) M3 900.0000 37,800.00 42.000 37,800.00 F) 86 CLASS 1 CONCRETE (BOX CULVERT) M3 1,150.0000 224,250.00 194.700 223,905.00 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 102,480.00 29.670 31,153.50 35.000 36,750.00 F) 88 MINOR CONCRETE (BACKFILL) M3 175.0000 38,500.00 33.870 5,927.25 141.970 24,844.75 89 FRACTURED RIB TEXTURE M2 26.0000 22,334.00 800.000 20,800.00 F) 90 BAR REINFORCING STEEL KG 2.0600 37,286.00 16,921.000 34,857.26 18,218.921 37,530.98 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 125,000.70 75,758.000 125,000.70 SF) 92 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 10,095.75 5,769.000 10,095.75 SF) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 429.00 0.000 0.00 (1.6 MM-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 195.00 0.000 0.00 (2.0 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 300.00 0.000 0.00 (1.6 MM-FRAMED) 96 ROADSIDE SIGN - ONE POST EA 140.0000 840.00 0.000 0.00 97 ROADSIDE SIGN - TWO POST EA 185.0000 185.00 0.000 0.00 98 300 MM ALTERNATIVE PIPE CULVERT M 78.0000 6,240.00 79.200 6,177.60 79.200 6,177.60 99 450 MM ALTERNATIVE PIPE CULVERT M 182.0000 405,860.00 663.500 120,757.00 1,066.700 194,139.40 00 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 125,000.00 26.400 13,200.00 181.240 90,620.00 01 750 MM ALTERNATIVE PIPE CULVERT M 600.0000 39,000.00 44.900 26,940.00 74.000 44,400.00 02 900 MM ALTERNATIVE PIPE CULVERT M 850.0000 13,600.00 0.000 0.00 03 300 MM REINFORCED CONCRETE PIPE M 215.0000 43,215.00 30.500 6,557.50 PROGRAM CAS145 PAGE 5 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM REINFORCED CONCRETE PIPE M 175.0000 1,050.00 6.000 1,050.00 05 300MM CORRUGATED STEEL PIPE WITH TEE M 172.0000 3,268.00 18.900 3,250.80 18.900 3,250.80 06 450 MM CORRUGATED STEEL PIPE M 117.0000 2,574.00 7.600 889.20 9.700 1,134.90 (1.63 MM THICK) 07 600 MM CORRUGATED STEEL PIPE M 170.0000 850.00 0.000 0.00 (1.63 MM THICK) 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 24,800.00 613.000 9,808.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 23,400.00 56.400 7,332.00 10 300 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 11 450 MM ALTERNATIVE FLARED END SECTION EA 150.0000 4,650.00 14.000 2,100.00 14.000 2,100.00 12 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 5,200.00 16.000 3,200.00 16.000 3,200.00 13 750 MM ALTERNATIVE FLARED END SECTION EA 300.0000 2,400.00 4.000 1,200.00 4.000 1,200.00 14 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 29,700.00 60.600 6,666.00 116.800 12,848.00 16 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 95.0000 9,120.00 76.900 7,305.50 100.400 9,538.00 17 ROCK SLOPE PROTECTION FABRIC M2 1.0000 1,450.00 200.300 200.30 504.200 504.20 18 MINOR CONCRETE (MISCELLANEOUS M3 980.0000 68,600.00 0.000 0.00 CONSTRUCTION) 19 MISCELLANEOUS IRON AND STEEL KG 1.0000 11,396.00 4,736.000 4,736.00 5,032.000 5,032.00 SF) 20 FENCE (TYPE WM, METAL POST) M 14.0000 187,600.00 13,486.070 188,804.98 S) 21 1.2 M WIRE MESH GATE EA 700.0000 700.00 1.000 700.00 22 2.4 M WIRE MESH GATE EA 1,000.0000 2,000.00 2.000 2,000.00 23 GUARD RAILING DELINEATOR EA 33.0000 1,122.00 0.000 0.00 24 ALTERNATIVE CHANNELIZER EA 50.0000 65,500.00 0.000 0.00 S) 25 OBJECT MARKER (TYPE L-1) EA 44.0000 660.00 0.000 0.00 26 METAL BEAM GUARD RAILING (WOOD POST) M 83.0000 27,390.00 0.000 0.00 S) 27 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 2.000 8,000.00 S) 28 END CAP EA 200.0000 800.00 0.000 0.00 S) 29 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 9,075.00 1.000 825.00 S) 30 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 45,600.00 1.000 2,400.00 S) PROGRAM CAS145 PAGE 6 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 80) M 480.0000 87,360.00 0.000 0.00 32 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,700.00 0.000 0.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 97,350.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 2,024.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 616.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 36 100MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,149.00 0.000 0.00 S) (BROKEN 5.49-3.66M) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 34,650.00 0.000 0.00 S) 38 FLASHING BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.100 10,000.00 0.100 10,000.00 S) 39 FLASHING BEACON AND LIGHTING (STAGE LS 30,000.0000 30,000.00 0.500 15,000.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 10:01 AM ESTIMATE NO. 09 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,337,795.15 6,959,760.23 ADJUSTMENT OF COMPENSATION 0.00 93,490.10 EXTRA WORK 0.00 69,197.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,337,795.15 7,122,448.23 40 MOBILIZATION LS 2024,430.0000 2,024,430.00 0.950 1,923,208.50 ORIGINAL CONTRACT AMOUNT 20,406,397.95 TOTAL WORK COMPLETED 1,337,795.15 9,045,656.73 MATERIALS ON HAND ON SITE 36,656.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,200.00 -1,200.00 TOTAL 1,336,595.15 9,081,113.23 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 01/05/09 420 03/02/09 03/09/09 12/31/10 170 15 0 0 43% 40% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/09