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 06/21/10 EST. NO.12 TIME 09:30 AM R.E. NAME: AOUN, TONY 03-388004 --------------------------------------------------------------------------- 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 0047 823.66 E.W. @ F.A.(+) 041710 N 0351.0 0048 271.19 052410 N 0386.0 0049 186.33 052010 N 0391.0 0050 178.59 052110 N 0393.0 0051 1,156.24 102709 N 0226.0 004 0001 219.20 A.C. @ U.P.(+) 052110 N 0367.0 006 0010 8,059.98 E.W. @ F.A.(+) 051410 N 0375.0 0011 510.53 052410 N 0387.0 0012 4,645.13 051210 N 0389.0 008 0009 503.01 E.W. @ F.A.(+) 042610 N 0357.0 0010 168.89 042910 N 0358.0 0011 360.99 043010 N 0361.0 0012 1,710.19 051810 N 0379.0 0013 722.14 051910 N 0380.0 0014 1,085.47 052010 N 0388.0 032 0001 391.46 E.W. @ F.A.(+) 020810 N 0285.1 0002 150.59 021010 N 0287.1 0003 272.21 021110 N 0289.1 0005 272.21 022610 N 0293.1 0006 105.75 021610 N 0300.0 0007 211.50 022410 N 0302.0 034 0002 3,346.17 E.W. @ F.A.(+) 031910 N 0321.0 035 0001 436.35 E.W. @ F.A.(+) 051810 N 0377.0 036 0001 2,129.61 E.W. @ F.A.(+) 041710 N 0350.0 037 0001 1,263.53 E.W. @ F.A.(+) 051210 N 0363.0 0002 911.69 051310 N 0366.0 0003 1,092.60 050710 N 0374.0 038 0001 436.35 E.W. @ F.A.(+) 051810 N 0376.0 041 0001 5,579.54 E.W. @ F.A.(+) 052010 N 0381.0 0002 2,924.30 052410 N 0382.0 0004 4,730.04 052110 N 0384.0 0005 1,726.74 052010 N 0385.0 46,582.18 TOTAL THIS ESTIMATE 473,680.92 TOTAL PREVIOUS ESTIMATE 520,263.10 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 06/21/10 EST. NO.12 TIME 09:30 AM R.E. NAME: AOUN, TONY 03-388004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% CPM SCHEDULE -103,432.00 03 25% STORM WATER -103,432.00 03 RETRUN STORM WATER 103,432.00 04 25% CPM NON-COMPLIAN -169,985.28 04 CPM DEDUCT 25% -115,392.00 05 STORM DEDUCT 25% -115,392.00 05 RETURN CPM COMPLIANC 103,432.00 06 RETURN STORMWATER 115,392.00 06 CPM RELEASE NOVEMBER 285,377.28 12 285,377.28 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 01 RECEIVED FHWA1391 10,000.00 10 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/09 -10,000.00 03 PER LTR DATED 11/09 -10,000.00 04 PER LTR DATED 12-09 -1,000.00 05 RETURN DEDUCT 10,000.00 05 RET 10/09&12/09 DEDT 11,000.00 06 PER LTR DATED 2/10 -5,000.00 07 PER LTR DATED 3/10 -5,000.00 08 RETURN DEDUCT 2/10 5,000.00 08 PER LTR DATED 5/10 -5,000.00 10 RETURN 4/10 DEDUCT 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 285,377.28 0.00 PROGRAM CAS145 PAGE 1 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 LOCATION RERUN PROGRESS ESTIMATE 03-YOL-50-0.3/2.0 ----------------------- ARGONAUT CONSTRUCTORS IN YOLO COUNTY IN WEST SACRAMENTO P O BOX 639 FROM 1.1 KM WEST TO 1.0 KM EAST OF SANTA ROSA CA 95402 HARBOR BOULEVARD OVERCROSSING FED. AID NO. STPL-6203(7)E ,N-6203(7)E WIDEN CONCRETE 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 2,500.0000 2,500.00 0.100 250.00 0.350 875.00 02 TIME-RELATED OVERHEAD WDAY 750.0000 187,500.00 17.000 12,750.00 185.000 138,750.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 16.5000 6,765.00 410.000 6,765.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.068 170.00 0.740 1,850.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.027 67.50 0.792 1,980.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 3.5500 34,506.00 3,243.450 11,514.25 07 TEMPORARY SILT FENCE M 4.0000 15,640.00 872.200 3,488.80 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 3.000 4,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 2.000 3,200.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 8,190.00 31.000 6,510.00 11 STREET SWEEPING LS 20,000.0000 20,000.00 0.068 1,360.00 0.740 14,800.00 12 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.017 187.00 0.739 8,129.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.068 17,000.00 0.740 185,000.00 S) 14 TYPE III BARRICADE EA 50.0000 1,000.00 8.000 400.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.0000 3,480.00 10.200 122.40 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 4,200.00 74.680 448.08 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 8,560.00 1,386.000 1,108.80 5,262.000 4,209.60 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 6,800.00 52.000 1,768.00 S) 19 TRAFFIC PLASTIC DRUMS EA 50.0000 7,000.00 6.000 300.00 44.000 2,200.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 714.000 2,142.00 5,955.000 17,865.00 S) 21 TEMPORARY SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.948 71,100.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.068 2,380.00 0.740 25,900.00 PROGRAM CAS145 PAGE 2 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 20.0000 164,400.00 757.270 15,145.40 6,067.000 121,340.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 129.000 25,800.00 S) 25 TEMPORARY CRASH CUSHION EA 5,000.0000 55,000.00 2.000 10,000.00 7.000 35,000.00 S) (TYPE ABSORB 350) 26 ABANDON CULVERT EA 2,820.0000 5,640.00 2.000 5,640.00 27 OBLITERATE SURFACING M2 0.9000 6,246.00 1,014.000 912.60 28 REMOVE CHAIN LINK FENCE M 5.5000 10,395.00 260.000 1,430.00 2,150.000 11,825.00 S) 29 REMOVE METAL BEAM GUARD RAILING M 56.0000 1,344.00 23.000 1,288.00 S) 30 REMOVE FLARED END SECTION EA 175.0000 1,225.00 5.000 875.00 S) 31 REMOVE THRIE BEAM BARRIER M 25.0000 17,000.00 0.000 0.00 S) 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 7,500.00 96.000 144.00 S) 33 REMOVE TRAFFIC STRIPE M 1.5000 17,700.00 340.000 510.00 1,079.000 1,618.50 S) 34 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 4,536.00 1,225.000 1,715.00 S) (TEMPORARY) 35 REMOVE PAVEMENT MARKING M2 1.0000 290.00 1.300 1.30 S) 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 8,540.00 2,832.000 3,964.80 S) 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 600.00 25.900 518.00 S) 38 REMOVE PAINTED PAVMENT MARKING M2 20.0000 1,000.00 0.000 0.00 S) (TEMPORARY) 39 REMOVE ROADSIDE SIGN EA 50.0000 3,900.00 0.000 0.00 40 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 0.000 0.00 41 REMOVE SIGN STRUCTURE EA 12,150.0000 12,150.00 1.000 12,150.00 42 REMOVE BRIDGE MOUNTED SIGN EA 1,850.0000 7,400.00 2.000 3,700.00 43 REMOVE CULVERT EA 2,100.0000 16,800.00 7.000 14,700.00 44 REMOVE INLET EA 470.0000 3,760.00 6.000 2,820.00 45 REMOVE MANHOLE EA 450.0000 900.00 2.000 900.00 46 REMOVE ASPHALT CONCRETE SURFACING M2 12.4000 3,782.00 305.000 3,782.00 47 RESET ROADSIDE SIGN EA 350.0000 350.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 49 ADJUST INLET EA 1,390.0000 5,560.00 1.000 1,390.00 1.000 1,390.00 PROGRAM CAS145 PAGE 3 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST MANHOLE TO GRADE EA 570.0000 2,280.00 0.000 0.00 51 ADJUST VALVE BOX FRAME AND COVER TO EA 570.0000 2,280.00 0.000 0.00 GRADE 52 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4000 19,108.00 0.000 0.00 S) 53 CAP INLET EA 1,120.0000 1,120.00 1.000 1,120.00 54 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 0.750 112,500.00 55 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.900 90,000.00 56 ROADWAY EXCAVATION M3 23.6000 967,600.00 138.000 3,256.80 20,481.910 483,373.08 57 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 320,000.00 965.010 154,401.60 (AERIALLY DEPOSITED LEAD) 58 ROADWAY EXCAVATION (TYPE Z-4) M3 19.0000 114,000.00 2,627.000 49,913.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 ROADWAY EXCAVATION (TYPE DC) M3 27.0000 15,390.00 240.000 6,480.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 95,100.00 317.000 95,100.00 F) 62 STRUCTURE EXCAVATION (TYPE DC) M3 21.0000 39,207.00 1,867.000 39,207.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 23,500.00 1,175.000 23,500.00 F) 64 STRUCTURE EXCAVATION (TYPE Z-2) M3 300.0000 3,600.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (TYPE Z-4) M3 300.0000 10,200.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 66 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 29,100.00 130.000 19,500.00 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 54.0000 31,482.00 583.000 31,482.00 F) 68 PERVIOUS BACKFILL MATERIAL M3 75.0000 1,575.00 10.000 750.00 F) 69 HIGHWAY PLANTING LS 8,260.0000 8,260.00 0.000 0.00 S) 70 EROSION CONTROL (TYPE D) M2 0.2000 13,200.00 4,048.000 809.60 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 600.00 2.000 1,200.00 S) 72 WEED CONTROL MAT (FIBER) M 100.0000 19,000.00 0.000 0.00 S) 73 PLANT ESTABLISHMENT WORK LS 7,500.0000 7,500.00 0.000 0.00 S) 74 IRRIGATION SYSTEM LS 34,000.0000 34,000.00 0.000 0.00 S) 75 200 MM ALTERNATIVE CONDUIT M 202.0000 48,480.00 20.000 4,040.00 S) 76 EXTEND 150 MM CONDUIT M 120.0000 6,000.00 10.000 1,200.00 S) PROGRAM CAS145 PAGE 4 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 44.5000 1,450,700.00 8,548.900 380,426.05 22,349.870 994,569.22 78 ASPHALT CONCRETE (TYPE A) TONN 64.0000 1,657,600.00 3,656.000 233,984.00 10,506.790 672,434.56 79 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 120.0000 13,200.00 0.000 0.00 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 104.0000 2,600.00 0.000 0.00 AREA) 81 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 0.000 0.00 82 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 105.00 0.000 0.00 83 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,290.00 0.000 0.00 84 FURNISH PILING (CLASS 900) M 100.0000 56,400.00 564.000 56,400.00 (ALTERNATIVE X) 85 DRIVE CONCRETE PILE (CLASS 900) EA 2,500.0000 80,000.00 32.000 80,000.00 S) (ALTERNATIVE X) 86 FURNISH PILING (CLASS 625) M 100.0000 57,300.00 573.000 57,300.00 (ALTERNATIVE X) 87 DRIVE CONCRETE PILE (CLASS 625) EA 2,500.0000 80,000.00 32.000 80,000.00 S) (ALTERNATIVE X) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 1.000 80,000.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 47,500.00 95.000 47,500.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 990.0000 511,830.00 265.000 262,350.00 473.000 468,270.00 F) 91 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 190,475.00 401.000 190,475.00 F) 92 CLASS 4 CONCRETE (BACKFILL) M3 109.0000 4,730.60 13.410 1,461.69 55.370 6,035.33 F) 93 CLASS 1 CONCRETE (BOX CULVERT) M3 809.0000 372,220.90 460.000 372,140.00 F) 94 MINOR CONCRETE (MINOR STRUCTURE) M3 1,090.0000 58,751.00 2.430 2,648.70 44.010 47,970.90 F) 95 MINOR CONCRETE (SOUND WALL) M3 450.0000 126,000.00 0.000 0.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 50,000.00 20.000 50,000.00 S) BATHTUB GIRDER 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 225,000.00 10.000 225,000.00 S) BATHTUB GIRDER (15M -20M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,500.0000 245,000.00 10.000 245,000.00 S) BATHTUB GIRDER (20M -25M) 00 SOUND WALL (MASONRY BLOCK) M2 144.0000 413,568.00 967.000 139,248.00 SF) 01 JOINT SEAL (MR 50 MM) M 230.0000 6,900.00 0.000 0.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 102,932.80 26,454.000 42,326.40 64,333.000 102,932.80 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 40,512.00 20,256.000 40,512.00 SF) PROGRAM CAS145 PAGE 5 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 0.1000 7,460.50 74,605.000 7,460.50 F) 05 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 46,200.00 0.000 0.00 F) WITH WALKWAY) 06 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.7500 8,470.00 0.000 0.00 F) WITH WALKWAY) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,314,005.00 23,891.000 262,801.00 23,891.000 262,801.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 53,754.75 11,945.000 5,375.25 11,945.000 5,375.25 F) 09 FURNISH LAMINATED PANEL SIGN M2 160.0000 48,800.00 18.580 2,972.80 18.580 2,972.80 (25.4 MM-TYPE A) 10 FURNISH LAMINATED PANEL SIGN M2 150.0000 3,450.00 0.000 0.00 (25.4 MM-TYPE B) 11 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 7,155.00 0.000 0.00 (1.6 MM-UNFRAMED) 12 FURNISH SINGLE SHEET ALUMINUM SIGN M2 137.0000 7,398.00 0.000 0.00 (2.0 MM-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 346.50 0.000 0.00 (1.6 MM-FRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 2,970.00 0.000 0.00 (2.0 MM-FRAMED) 15 1372 MM CAST-IN-DRILLED-HOLE M 2,000.0000 36,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 16 1524 MM CAST-IN-DRILLED-HOLE M 2,350.0000 213,850.00 13.575 31,901.25 S) CONCRETE PILE (SIGN FOUNDATION) 17 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 7,200.00 0.000 0.00 18 ROADSIDE SIGN - ONE POST EA 185.0000 12,025.00 0.000 0.00 19 ROADSIDE SIGN - TWO POST EA 275.0000 3,025.00 0.000 0.00 20 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 2,250.00 0.000 0.00 METHOD) 21 450 MM REINFORCED CONCRETE PIPE M 216.0000 95,040.00 18.910 4,084.56 472.850 102,135.60 22 600 MM REINFORCED CONCRETE PIPE M 169.0000 99,710.00 515.880 87,183.72 23 900 MM REINFORCED CONCRETE PIPE M 807.0000 16,140.00 20.000 16,140.00 24 450 MM CONCRETE FLARED END SECTION EA 672.0000 4,032.00 5.000 3,360.00 25 600 MM CONCRETE FLARED END SECTION EA 747.0000 4,482.00 1.000 747.00 5.000 3,735.00 26 ROCK SLOPE PROTECTION M3 423.0000 1,692.00 0.000 0.00 (BACKING NO. 2, METHOD B) 27 SLOPE PAVING (CONCRETE) M3 1,010.0000 57,570.00 0.000 0.00 F) 28 ROCK SLOPE PROTECTION FABRIC M2 38.0000 722.00 0.000 0.00 29 MINOR CONCRETE (TEXTURED PAVING) M3 499.0000 174,650.00 39.120 19,520.88 39.120 19,520.88 30 MINOR CONCRETE (CURB, SIDEWALK, M3 389.0000 186,720.00 206.450 80,309.05 DRIVE-WAY, AND CURB RAMP) PROGRAM CAS145 PAGE 6 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MISCELLANEOUS IRON AND STEEL KG 3.0000 16,845.00 2,211.000 6,633.00 5,383.000 16,149.00 SF) 32 CHAIN LINK FENCE (TYPE CL-1.2) M 44.0000 7,480.00 0.000 0.00 33 CHAIN LINK FENCE (TYPE CL-1.8) M 47.0000 68,620.00 0.000 0.00 S) 34 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) 35 DELINEATOR (CLASS 1) EA 35.0000 3,570.00 0.000 0.00 36 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 45.0000 720.00 0.000 0.00 37 HIGHWAY POST MARKER EA 42.0000 336.00 0.000 0.00 38 OBJECT MARKER (TYPE K-1) EA 40.0000 240.00 0.000 0.00 39 OBJECT MARKER (TYPE L-1) EA 32.0000 288.00 0.000 0.00 40 METAL BEAM GUARD RAILING M 100.0000 17,000.00 0.000 0.00 41 CHAIN LINK RAILING (TYPE 7) M 164.0000 63,468.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 78,800.00 0.000 0.00 F) 43 SINGLE THRIE BEAM BARRIER M 60.0000 40,800.00 0.000 0.00 S) 44 TRANSITION RAILING (TYPE WB) EA 4,100.0000 8,200.00 0.000 0.00 S) 45 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 0.000 0.00 S) 46 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 2,900.00 0.000 0.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 21,600.00 0.000 0.00 S) 48 CRASH CUSHION (ADIEM) EA 16,000.0000 16,000.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60C) M 210.0000 84,000.00 0.000 0.00 S) 50 CONCRETE BARRIER (TYPE 736A MODIFIED) M 275.0000 75,900.00 276.000 75,900.00 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 12,750.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,600.00 0.000 0.00 S) 53 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 925.00 0.000 0.00 S) 54 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 65.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,000.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 7 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 15,360.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 59 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,830.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 9,230.00 0.000 0.00 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.450 1,125.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 62 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.700 105,000.00 S) 63 SIGN ILLUMINATION LS 7,500.0000 7,500.00 0.050 375.00 S) 64 MODIFY SIGN ILLUMINATION LS 18,000.0000 18,000.00 0.000 0.00 S) 65 EMERGENCY VEHICLE DETECTOR SYSTEM LS 11,000.0000 11,000.00 0.000 0.00 S) 66 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.173 4,325.00 S) 67 MODIFY MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 0.000 0.00 S) SYSTEM 68 RELOCATE CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.288 8,640.00 S) SYSTEM 69 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 70 MODIFY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 0.083 24,900.00 0.393 117,900.00 S) 71 MODIFY LIGHTING LS 36,000.0000 36,000.00 0.000 0.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.098 24,500.00 0.788 197,000.00 S) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 PROTECTION OF MIGRATORY BIRDS LS 3,000.0000 3,000.00 0.044 132.00 0.712 2,136.00 PROGRAM CAS145 PAGE 8 DATE 06/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:30 AM ESTIMATE NO. 12 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/18/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 06/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,424,310.83 6,988,268.47 ADJUSTMENT OF COMPENSATION 219.20 4,788.80 EXTRA WORK 46,362.98 515,474.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,470,893.01 7,508,531.57 75 MOBILIZATION LS 893,000.0000 893,000.00 0.050 44,650.00 1.000 893,000.00 ORIGINAL CONTRACT AMOUNT 13,937,886.05 TOTAL WORK COMPLETED 1,515,543.01 8,401,531.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 285,377.28 0.00 TOTAL 1,800,920.29 8,401,531.57 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 06/04/09 370 07/29/09 07/29/09 10/04/10 177 44 0 0 57% 71% PROGRESS IS SATISFACTORY AOUN, TONY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/10