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 07/25/11 EST. NO.20 TIME 11:34 AM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- 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 0237 290.43 E.W. @ F.A.(+) 053111 N 0634.0 0238 309.46 060111 N 0635.0 0241 5,925.08 052311 N 0624.0 0242 244.04 061611 N 0645.0 0243 4,460.45 040111 N 0544.0 0244 238.36 041111 N 0545.0 0245 347.76 041211 N 0546.0 0247 251.85 041411 N 0548.0 0249 255.41 041811 N 0551.0 0250 255.41 041911 N 0552.0 0251 281.60 041811 N 0554.0 0252 140.80 042011 N 0555.0 0253 255.41 042111 N 0556.0 0254 297.60 042211 N 0557.0 0255 127.70 042511 N 0559.0 0257 95.78 042611 N 0561.0 0258 233.35 042711 N 0562.0 0259 95.78 042711 N 0563.0 0261 233.35 042811 N 0565.0 0262 233.35 042911 N 0566.0 0263 252.38 050311 N 0568.0 0264 2,594.69 050111 N 0569.0 0265 233.35 050411 N 0570.0 0267 233.35 050511 N 0578.0 0268 252.38 050611 N 0579.0 0269 550.00 042811 N 0580.0 0271 252.38 050911 N 0583.0 0272 233.35 051011 N 0584.0 0273 233.35 051111 N 0586.0 0274 271.41 051211 N 0589.0 0275 271.41 051311 N 0590.0 0276 227.33 061711 N 0657.0 0277 547.93 062511 N 0669.0 0279 573.26 062711 N 0673.0 003 0005 2,400.00 E.W. @ F.A.(+) 032211 N 0515.0 007 0081 504.90 E.W. @ F.A.(+) 060911 N 0639.0 0082 3,461.55 061311 N 0642.0 0083 1,926.14 061411 N 0643.0 0084 1,392.76 061511 N 0644.0 0085 909.31 061611 N 0646.0 0087 2,648.86 061011 N 0641.0 0088 2,409.73 062011 N 0661.0 0089 1,345.28 062111 N 0664.0 0090 1,345.28 062211 N 0665.0 0091 1,781.34 062311 N 0666.0 0092 1,345.28 062411 N 0668.0 008 0038 3,183.89 E.W. @ F.A.(+) 060311 N 0638.0 011 0008 76,987.06 A.C. @ U.P.(+) 061511 N CT 080 037 0007 9,600.00 E.W. @ U.P (+) 021411 N 0477.0 0020 500.00 053111 N 0630.0 0021 300.00 060211 N 0637.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/25/11 EST. NO.20 TIME 11:34 AM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0022 9,600.00 061011 N 0640.0 0023 500.00 041211 N 0541.0 0024 9,600.00 041111 N 0542.0 0025 500.00 041511 N 0549.0 0026 500.00 021111 N 0439.1 0027 9,600.00 051211 N 0576.0 0028 1,500.00 E.W. @ L.S.(+) 121710 N 0581.0 0029 500.00 E.W. @ U.P (+) 051211 N 0588.0 0030 1,500.00 051711 N 0596.0 0031 300.00 061411 N 0647.0 0032 500.00 062711 N 0670.0 0033 300.00 062711 N 0675.0 0034 1,500.00 062811 N 0680.0 0035 1,500.00 062911 N 0681.0 0036 300.00 042211 N 0620.0 0037 300.00 050511 N 0621.0 0038 300.00 051711 N 0622.0 041 0002 2,178.64 E.W. @ U.P (+) 060111 N CT 020 043 0001 3,695.01 E.W. @ F.A.(+) 041511 N 0553.1 178,014.57 TOTAL THIS ESTIMATE 1,285,150.31 TOTAL PREVIOUS ESTIMATE 1,463,164.88 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 07/25/11 EST. NO.20 TIME 11:34 AM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMP W/DFG PRMT -5,000.00 09 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 LOCATION PROGRESS ESTIMATE 04-SON-101-8.9/13.9 ----------------- GHILOTTI CONST., INC IN SONOMA COUNTY IN AND NEAR COTATI 246 GHILOTTI AVE AND ROHNERT PARK FROM 2.8 KM SOUTH SANTA ROSA CA 95407 OF RAILROAD AVENUE UNDERCROSSING TO ROHNERT PARK EXPRESSWAY OC FED. AID NO. N O N E WIDEN HIGHWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.100 2,500.00 0.850 21,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 1.000 250.00 03 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.100 50,000.00 0.899 449,500.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 23.0000 40,250.00 143.250 3,294.75 1,683.010 38,709.23 05 TEMPORARY FENCE (TYPE ESA) M 6.5000 43,160.00 197.400 1,283.10 6,837.400 44,443.10 06 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 0.666 49,950.00 07 300 MM TEMPORARY CULVERT M 205.0000 2,665.00 13.300 2,726.50 08 450 MM TEMPORARY CORRUGATED STEEL PIPE M 182.0000 5,824.00 16.200 2,948.40 09 450 MM TEMPORARY CULVERT M 106.0000 13,780.00 119.700 12,688.20 10 600 MM TEMPORARY CULVERT M 279.0000 837.00 3.300 920.70 11 450 MM TEMPORARY FLARED END SECTION EA 257.0000 771.00 3.000 771.00 12 600 MM TEMPORARY FLARED END SECTION EA 309.0000 309.00 1.000 309.00 13 450 MM TEMPORARY SLOTTED CORRUGATED M 217.0000 431,830.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 14 300 MM TEMPORARY WELDED STEEL PIPE M 250.0000 3,500.00 14.100 3,525.00 (6.35 MM THICK) 15 TEMPORARY ACTIVE TREATMENT SYSTEM LS 13,000.0000 13,000.00 1.000 13,000.00 16 CONSTRUCTION SITE MANAGEMENT LS 2,250.0000 2,250.00 0.100 225.00 0.870 1,957.50 17 PREPARE STORM WATER POLLUTION LS 2,570.0000 2,570.00 1.000 2,570.00 PREVENTION PLAN 18 TEMPORARY FIBER ROLL M 6.5000 26,000.00 12,316.000 80,054.00 19 TEMPORARY SILT FENCE M 7.6500 34,807.50 577.000 4,414.05 15,302.330 117,062.82 20 TEMPORARY CONCRETE WASHOUT FACILITY EA 485.0000 2,910.00 3.000 1,455.00 21 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 1.000 2,500.00 34.000 85,000.00 22 TEMPORARY COVER M2 2.8500 9,690.00 8,361.200 23,829.42 58,075.600 165,515.46 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CHECK DAM M 15.0000 4,500.00 22.000 330.00 613.390 9,200.85 24 MOVE-IN/MOVE-OUT EA 550.0000 4,400.00 13.000 7,150.00 (TEMPORARY EROSION CONTROL) 25 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 75.000 9,375.00 26 TEMPORARY CREEK DIVERSION SYSTEM EA 9,000.0000 54,000.00 4.000 36,000.00 6.000 54,000.00 27 TEMPORARY HYDRAULIC MULCH M2 1.0500 27,405.00 2,000.000 2,100.00 163,488.000 171,662.40 (BONDED FIBER MATRIX) 28 STREET SWEEPING LS 50,000.0000 50,000.00 0.937 46,850.00 29 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.750 41,250.00 30 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.810 303,750.00 31 TYPE III BARRICADE EA 45.0000 630.00 3.000 135.00 32 TEMPORARY PAVEMENT MARKING (PAINT) M2 26.0000 29,900.00 182.770 4,752.02 33 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,000.00 130,000.580 52,000.23 34 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 546.000 19,110.00 35 TEMPORARY PAVEMENT MARKER EA 3.5000 32,235.00 8,087.000 28,304.50 36 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.100 8,000.00 0.850 68,000.00 37 TEMPORARY RAILING (TYPE K) M 20.0000 1,074,000.00 1,721.500 34,430.00 43,515.360 870,307.20 38 TEMPORARY CRASH CUSHION MODULE EA 205.0000 176,300.00 106.000 21,730.00 921.000 188,805.00 39 TEMPORARY RETAINING WALL M2 73.5000 332,220.00 4,520.000 332,220.00 40 ABANDON CULVERT M 50.0000 49,000.00 627.600 31,380.00 41 ABANDON INLET EA 575.0000 12,075.00 18.000 10,350.00 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 REMOVE CHAIN LINK FENCE M 13.1500 24,196.00 1,875.760 24,666.24 44 REMOVE METAL BEAM GUARD RAILING M 21.0000 56,280.00 106.000 2,226.00 2,209.000 46,389.00 45 REMOVE DOUBLE THRIE BEAM BARRIER M 20.0000 157,800.00 7.000 140.00 7,897.000 157,940.00 46 REMOVE FLARED END SECTION EA 350.0000 1,750.00 0.000 0.00 47 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 22,200.00 15,957.300 19,148.76 STRIPE 48 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 44,520.00 52,809.410 63,371.29 49 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 4,500.00 113.900 2,847.50 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE PAVEMENT MARKER EA 0.5000 4,070.00 8,587.000 4,293.50 51 REMOVE ROADSIDE SIGN EA 60.0000 6,600.00 3.000 180.00 52 REMOVE SIGN STRUCTURE EA 25,000.0000 100,000.00 4.000 100,000.00 4.000 100,000.00 53 REMOVE OVERSIDE DRAIN EA 1,600.0000 11,200.00 6.000 9,600.00 54 REMOVE CULVERT M 53.0000 25,440.00 33.800 1,791.40 151.730 8,041.69 55 REMOVE INLET EA 1,025.0000 24,600.00 4.000 4,100.00 22.000 22,550.00 56 REMOVE HEADWALL EA 825.0000 9,900.00 1.000 825.00 5.000 4,125.00 57 REMOVE MANHOLE EA 2,200.0000 2,200.00 1.000 2,200.00 58 REMOVE BASE AND SURFACING M3 15.0000 56,850.00 446.400 6,696.00 2,428.560 36,428.40 59 SALVAGE CITY SIGN EA 60.0000 60.00 0.000 0.00 60 RELOCATE HYDRANT EA 4,200.0000 4,200.00 0.000 0.00 61 RESET RAILING LS 5,000.0000 5,000.00 0.000 0.00 62 RELOCATE MAILBOX EA 300.0000 300.00 0.000 0.00 63 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 3,600.00 12.000 1,800.00 64 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,250.00 5.000 1,250.00 65 ADJUST WATER VALVE COVER TO GRADE EA 365.0000 1,460.00 0.000 0.00 66 ADJUST INLET EA 725.0000 3,625.00 1.000 725.00 67 ADJUST MANHOLE TO GRADE EA 370.0000 3,700.00 0.000 0.00 68 MODIFY INLET EA 875.0000 14,000.00 9.000 7,875.00 69 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3500 86,245.00 9,463.000 22,238.05 70 REMOVE CONCRETE M3 110.0000 33,000.00 176.017 19,361.87 71 CAP INLET EA 650.0000 5,850.00 8.000 5,200.00 72 BRIDGE REMOVAL, LOCATION A LS 275,000.0000 275,000.00 1.000 275,000.00 73 BRIDGE REMOVAL, LOCATION B LS 317,000.0000 317,000.00 1.000 317,000.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 1.000 13,000.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 51,000.0000 51,000.00 0.180 9,180.00 1.000 51,000.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 113,000.0000 113,000.00 0.180 20,340.00 1.000 113,000.00 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.220 88,000.00 0.995 398,000.00 78 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 79 ROADWAY EXCAVATION M3 19.0000 1,035,500.00 54,832.180 1,041,811.42 80 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 76,570.00 4,030.000 76,570.00 (AERIALLY DEPOSITED LEAD) 81 ROADWAY EXCAVATION (TYPE Y-2) M3 19.0000 321,100.00 16,902.000 321,138.00 (AERIALLY DEPOSITED LEAD) 82 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 83 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 267,375.00 1,242.000 142,830.00 2,946.000 338,790.00 F) 84 STRUCTURE EXCAVATION (CHANNEL STRUCTURE) M3 90.0000 35,100.00 390.000 35,100.00 F) (TYPE D) 85 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 49,356.00 -200.000 -7,200.00 1,371.000 49,356.00 F) 86 STRUCTURE BACKFILL (BRIDGE) M3 140.0000 183,400.00 860.000 120,400.00 F) 87 STRUCTURE BACKFILL (CHANNEL STRUCTURE) M3 200.0000 55,000.00 137.000 27,400.00 F) 88 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 151,487.00 2,261.000 151,487.00 F) 89 PERVIOUS BACKFILL MATERIAL M3 150.0000 900.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 31,725.00 -93.000 -12,555.00 235.000 31,725.00 F) WALL) 91 SAND BACKFILL M3 151.0000 42,280.00 234.100 35,349.10 92 DITCH EXCAVATION M3 71.0000 39,760.00 111.900 7,944.90 437.100 31,034.10 93 EARTH RETAINING STRUCTURE M2 385.0000 1,085,700.00 2,820.000 1,085,700.00 F) 94 IMPORTED BORROW M3 4.5000 27,585.00 770.000 3,465.00 4,633.700 20,851.65 95 EROSION CONTROL (TYPE D) HA 11,165.0000 66,990.00 1.330 14,849.45 96 EROSION CONTROL (NETTING) M2 5.9000 230,690.00 10,363.400 61,144.06 97 BIOFILTRATION SWALES M2 22.5000 10,575.00 276.000 6,210.00 98 FIBER ROLLS M 6.2500 29,000.00 2,418.210 15,113.81 99 DRAINAGE INLET PROTECTION EA 125.0000 500.00 0.000 0.00 00 COMPOST, INCORPORATE M2 4.3500 23,794.50 0.000 0.00 01 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 3,850.00 1.000 550.00 02 NPS 3 SUPPLY LINE (BRIDGE) M 215.0000 61,705.00 144.000 30,960.00 F) 03 75MM CORRUGATED HIGH DENSITY M 35.0000 5,600.00 47.600 1,666.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 200 MM CORRUGATED HIGH DENSITY M 102.0000 9,894.00 134.700 13,739.40 POLYETHYLENE PIPE CONDUIT 05 CLASS 4 AGGREGATE SUBBASE M3 20.0000 1,334,000.00 73,348.595 1,466,971.90 06 CLASS 3 AGGREGATE BASE M3 39.0000 195,780.00 3,208.968 125,149.75 07 LEAN CONCRETE BASE M3 131.0000 3,995,500.00 24,903.844 3,262,403.56 08 HOT MIX ASPHALT TONN 81.0000 7,913,700.00 10,866.550 880,190.55 59,101.180 4,787,195.58 09 HOT MIX ASPHALT (OPEN GRADED) TONN 97.0000 1,513,200.00 0.000 0.00 10 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 115.0000 3,254,500.00 44.300 5,094.50 130.873 15,050.40 11 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.3000 891.00 0.000 0.00 12 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.3000 14,289.00 0.000 0.00 13 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.3000 5,082.00 0.000 0.00 14 PLACE HOT MIX ASPHALT M2 325.0000 4,875.00 37.200 12,090.00 (MISCELLANEOUS AREA) 15 TACK COAT TONN 988.0000 128,440.00 12.300 12,152.40 75.090 74,188.92 16 FURNISH PILING (CLASS 625) M 1,000.0000 57,000.00 28.500 28,500.00 (ALTERNATIVE "W") 17 DRIVE PILE (CLASS 625)(ALTERNATIVE "W") EA 10,000.0000 80,000.00 4.000 40,000.00 18 FURNISH PILING (CLASS 625) (ALTERNATIVE M 65.0000 243,490.00 1,301.710 84,611.15 3,746.000 243,490.00 "X") 19 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 2,000.0000 552,000.00 -139.000 -278,000.00 276.000 552,000.00 20 FURNISH PILING (CLASS 400) (ALTERNATIVE M 65.0000 27,430.00 21.000 1,365.00 422.000 27,430.00 "X") 21 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 2,000.0000 76,000.00 2.000 4,000.00 38.000 76,000.00 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 195.0000 1,127,100.00 1,147.200 223,704.00 3,969.200 773,994.00 PILING (SOUND WALL) 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 12.600 5,040.00 PILING (SOUND WALL) 24 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 31,200.00 0.000 0.00 PILING (SOUND WALL) 25 PRESTRESSING CAST-IN-PLACE CONCRETE LS 335,000.0000 335,000.00 0.668 223,780.00 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 173,160.00 167.700 60,372.00 462.240 166,406.40 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 816.0000 2,756,448.00 113.000 92,208.00 2,206.750 1,800,708.00 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 545,350.00 839.000 545,350.00 F) 29 STRUCTURAL CONCRETE, CHANNEL STRUCTURE M3 700.0000 213,500.00 40.000 28,000.00 208.600 146,020.00 F) 30 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 264,000.00 660.000 264,000.00 F) PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 252.000 176,400.00 F) (TYPE N) 32 CLASS 2 CONCRETE (WINGWALL) M3 5,000.0000 5,000.00 0.000 0.00 F) 33 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 12,000.00 0.000 0.00 F) 34 CLASS 2 CONCRETE (HEADWALL) M3 8,000.0000 48,000.00 0.900 7,200.00 F) 35 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 169,500.00 62.140 93,210.00 F) 36 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 393,000.00 10.340 15,510.00 203.140 304,710.00 F) 37 MINOR CONCRETE (SOUND WALL) M3 1,415.0000 247,625.00 14.000 19,810.00 14.000 19,810.00 F) 38 MINOR CONCRETE (BACKFILL) M3 126.0000 20,790.00 91.396 11,515.90 F) 39 ORNAMENTAL LOGO (GLASCRETE CONCRETE EA 1,500.0000 36,000.00 0.000 0.00 F) MEDALLION 40 DRILL AND BOND DOWEL M 125.0000 26,250.00 101.500 12,687.50 41 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 12,240.00 189.000 11,340.00 42 REFINISH BRIDGE DECK M2 500.0000 5,000.00 0.000 0.00 43 CORE CONCRETE (0 - 50 MM) M 1,500.0000 4,500.00 0.000 0.00 44 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 179.0000 837,720.00 684.000 122,436.00 684.000 122,436.00 F) 45 SOUND WALL (MASONRY BLOCK) M2 181.0000 550,783.00 0.000 0.00 F) 46 JOINT SEAL (MR 15 MM) M 265.0000 6,095.00 0.000 0.00 47 JOINT SEAL (MR 40 MM) M 340.0000 48,620.00 0.000 0.00 48 BAR REINFORCING STEEL KG 1.1000 16,358.10 8,658.000 9,523.80 8,658.000 9,523.80 F) 49 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 590,240.00 10,735.000 15,029.00 259,496.000 363,294.40 F) 50 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 62,701.50 41,801.000 62,701.50 F) 51 BAR REINFORCING STEEL (CHANNEL KG 1.3000 41,340.00 4,000.000 5,200.00 19,220.000 24,986.00 F) STRUCTURE) 52 BAR REINFORCING STEEL (BOX CULVERT) KG 1.4000 24,595.20 6,526.000 9,136.40 F) 53 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.6000 48,960.00 30,600.000 48,960.00 F) 54 BAR REINFORCING STEEL (HEADWALL KG 5.0000 1,100.00 34.000 170.00 F) AND WINGWALL) 55 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3300 716,796.50 86,050.000 716,796.50 F) 56 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 43,025.00 10,758.000 5,379.00 86,050.000 43,025.00 F) 57 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 17,400.00 117.880 13,674.08 117.880 13,674.08 PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 11,700.00 35.320 3,178.80 35.320 3,178.80 (1.6 MM-UNFRAMED) 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 11,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 630.00 0.000 0.00 (1.6 MM-FRAMED) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 2,625.00 0.000 0.00 (2.0 MM-FRAMED) 62 1524 MM CAST-IN-DRILLED-HOLE M 4,000.0000 244,000.00 61.000 244,000.00 CONCRETE PILE (SIGN FOUNDATION) 63 METAL (ROADSIDE SIGN) KG 14.0000 448.00 0.000 0.00 64 METAL (SOUNDWALL MOUNTED SIGN) KG 4.0000 1,400.00 0.000 0.00 65 METAL (RAIL MOUNTED SIGN) KG 10.0000 20,300.00 0.000 0.00 66 ROADSIDE SIGN - ONE POST EA 170.0000 15,640.00 0.000 0.00 67 ROADSIDE SIGN - TWO POST EA 350.0000 2,800.00 0.000 0.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,020.00 0.000 0.00 METHOD) 69 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 1,625.00 0.000 0.00 70 INSTALL ROADSIDE SIGN EA 1,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 71 PAINT POSTMILE MARKINGS EA 25.0000 2,750.00 0.000 0.00 72 300 MM ALTERNATIVE PIPE CULVERT M 163.0000 16,300.00 0.000 0.00 73 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 3,439.00 14.200 2,570.20 74 450 MM ALTERNATIVE PIPE CULVERT M 186.0000 334,800.00 338.500 62,961.00 1,498.700 278,758.20 75 600 MM ALTERNATIVE PIPE CULVERT M 385.0000 154,000.00 90.500 34,842.50 76 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 2,955.00 11.300 2,226.10 77 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 18,768.00 69.000 18,768.00 78 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,800.0000 360,000.00 28.600 51,480.00 200.000 360,000.00 (CLASS III) 79 300 MM CORRUGATED STEEL PIPE M 54.0000 21,060.00 33.700 1,819.80 71.900 3,882.60 80 450 MM CORRUGATED STEEL PIPE M 125.0000 7,375.00 10.100 1,262.50 (2.77 MM THICK) 81 200 MM PERFORATED PLASTIC M 112.0000 355,040.00 141.000 15,792.00 1,642.400 183,948.80 PIPE UNDERDRAIN 82 200 MM PLASTIC PIPE M 38.0000 12,920.00 71.300 2,709.40 83 CLASS 1 PERMEABLE MATERIAL M3 65.0000 404,950.00 4,231.310 275,035.15 84 300 MM ANCHOR ASSEMBLY EA 125.0000 6,500.00 4.000 500.00 PROGRAM CAS145 PAGE 8 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM ANCHOR ASSEMBLY EA 135.0000 1,080.00 2.000 270.00 86 DRAINAGE INLET MARKER EA 25.0000 450.00 0.000 0.00 87 900 MM CORRUGATED STEEL PIPE INLET M 720.0000 6,480.00 2.800 2,016.00 (2.77 MM THICK) 88 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 925.0000 3,700.00 0.000 0.00 89 300 MM ALTERNATIVE FLARED END SECTION EA 65.0000 195.00 0.000 0.00 90 450 MM ALTERNATIVE FLARED END SECTION EA 85.0000 1,020.00 1.000 85.00 6.000 510.00 91 600 MM ALTERNATIVE FLARED END SECTION EA 130.0000 650.00 2.000 260.00 92 GRATE LOCKING DEVICE EA 50.0000 1,150.00 0.000 0.00 93 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 98.0000 70,560.00 76.040 7,451.92 198.630 19,465.74 94 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 88.0000 2,464.00 0.000 0.00 95 CONCRETE (CHANNEL LINING) M3 907.0000 66,211.00 19.000 17,233.00 96 SLOPE PAVING (CONCRETE) M3 1,084.0000 96,476.00 0.000 0.00 F) 97 ROCK SLOPE PROTECTION FABRIC M2 0.8000 2,064.00 245.900 196.72 486.970 389.58 98 MINOR CONCRETE (MISCELLANEOUS M3 475.0000 228,000.00 1.560 741.00 147.117 69,880.58 CONSTRUCTION) 99 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 51.1000 114,464.00 0.000 0.00 00 MISCELLANEOUS IRON AND STEEL KG 3.0000 89,196.00 724.000 2,172.00 5,918.000 17,754.00 F) 01 TREE GRATE EA 850.0000 11,900.00 0.000 0.00 02 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 12,800.00 20.000 800.00 F) 03 CHAIN LINK FENCE (TYPE CL-0.9) M 65.9000 659.00 0.000 0.00 F) 04 CHAIN LINK FENCE (TYPE CL-0.9, M 36.1000 57,760.00 120.700 4,357.27 1,324.960 47,831.06 VINYL-CLAD) 05 CHAIN LINK FENCE (TYPE CL-1.8) M 54.1500 11,371.50 0.000 0.00 06 CHAIN LINK FENCE (TYPE CL-1.8, M 78.0000 7,020.00 6.090 475.02 6.090 475.02 VINYL-CLAD) 07 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 4.000 4,000.00 4.000 4,000.00 08 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 4,500.00 2.000 3,000.00 2.000 3,000.00 09 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 10 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 169,620.00 0.000 0.00 11 DOUBLE THRIE BEAM BARRIER M 175.0000 1,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRANSITION RAILING (TYPE WB) EA 220.0000 5,940.00 0.000 0.00 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 0.000 0.00 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 900.0000 7,200.00 0.000 0.00 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 9,750.00 0.000 0.00 16 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 0.000 0.00 17 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60) M 134.0000 178,890.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60A) M 164.0000 30,340.00 35.360 5,799.04 F) 20 CONCRETE BARRIER (TYPE 60C) M 165.0000 1,284,030.00 2,370.000 391,050.00 4,881.070 805,376.55 F) 21 CONCRETE BARRIER (TYPE 60D) M 190.0000 38,760.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 60 R) M 726.0000 37,752.00 52.400 38,042.40 F) 23 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 664.0000 59,096.00 178.400 118,457.60 F) 24 CONCRETE BARRIER (TYPE 732 MODIFIED) M 270.0000 68,040.00 126.000 34,020.00 F) 25 CONCRETE BARRIER (TYPE 732) M 345.0000 9,315.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 736A) M 270.0000 86,670.00 321.000 86,670.00 F) 27 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 178,800.00 549.000 164,700.00 F) 28 CONCRETE BARRIER (TYPE 736SV) M 440.0000 624,360.00 678.000 298,320.00 678.000 298,320.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 28.0000 15,400.00 0.000 0.00 30 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55,100.00 0.000 0.00 31 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 1,656.00 0.000 0.00 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 0.000 0.00 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,760.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 34 150MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (BROKEN 2.44M-1.22M) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 225.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,087.50 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 37 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 57.00 0.000 0.00 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 9,820.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,070.00 0.000 0.00 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TRAFFIC OPERATION SYSTEM LS 398,000.0000 398,000.00 0.050 19,900.00 0.655 260,690.00 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.000 0.00 45 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.520 57,200.00 46 SIGNAL AND LIGHTING (LOCATION 7) LS 85,000.0000 85,000.00 0.920 78,200.00 47 SIGNAL AND LIGHTING (LOCATION 9) LS 55,000.0000 55,000.00 0.880 48,400.00 48 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 250,000.0000 250,000.00 0.020 5,000.00 0.800 200,000.00 49 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.900 81,000.00 (CITY STREET LOCATION 5) 50 SIGNAL AND LIGHTING LS 80,000.0000 80,000.00 0.940 75,200.00 (CITY STREET LOCATION 6) 51 SIGNAL AND LIGHTING (CITY STREET LS 30,000.0000 30,000.00 0.900 27,000.00 LOCATION 8) 52 LIGHTING (STAGE CONSTRUCTION) LS 190,000.0000 190,000.00 0.020 3,800.00 0.570 108,300.00 53 LIGHTING AND SIGN ILLUMINATION LS 290,000.0000 290,000.00 0.020 5,800.00 0.890 258,100.00 54 HIGHWAY ADVISORY RADIO SYSTEM EA 30,000.0000 30,000.00 0.300 9,000.00 55 INTERCONNECTION CONDUIT AND CONDUCTOR LS 15,000.0000 15,000.00 0.000 0.00 56 VEHICLE SENSOR NODE EA 1,000.0000 24,000.00 0.000 0.00 57 EMERGENCY VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 58 DIAL-UP MODEM FOR CHANGABLE MESSAGE EA 2,000.0000 2,000.00 0.000 0.00 SIGN 59 INTEGRATED CAMERA UNIT EA 6,000.0000 42,000.00 0.000 0.00 60 CAMERA CONTROL UNIT (CCU) EA 6,000.0000 42,000.00 0.000 0.00 61 VIDEO ENCODER UNIT (VEU) EA 6,000.0000 42,000.00 0.000 0.00 62 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 12,000.00 0.000 0.00 CONTROLLER ASSEMBLY 63 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,000.0000 56,000.00 0.000 0.00 (LED) 64 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 22,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 65 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 118,000.0000 118,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 DEMOLITION OF BUILDING STRUCTURES LS 47,000.0000 47,000.00 1.000 47,000.00 68 150 MM SEWER PIPE M 100.0000 2,600.00 26.000 2,600.00 69 PHOTOVOLTAIC PANEL STRUCTURE LS 20,000.0000 20,000.00 0.200 4,000.00 PROGRAM CAS145 PAGE 12 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 11:34 AM ESTIMATE NO. 20 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,760,259.63 29,708,622.81 ADJUSTMENT OF COMPENSATION 76,987.06 404,709.74 EXTRA WORK 101,027.51 1,058,455.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,938,274.20 31,171,787.69 70 MOBILIZATION LS 2245,165.0000 2,245,165.00 1.000 2,245,165.00 ORIGINAL CONTRACT AMOUNT 48,756,304.30 TOTAL WORK COMPLETED 2,938,274.20 33,416,952.69 MATERIALS ON HAND ON SITE 735,514.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 2,938,274.20 34,147,467.26 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 01/06/10 207 04/07/10 04/07/10 09/30/11 158 219 0 0 65% 76% PROGRESS IS SATISFACTORY MONEMZADEH, FAROKH RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11