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 08/19/11 EST. NO.25 TIME 11:13 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 --------------------------------------------------------------------------- 021 0027 709.71 E.W. @ F.A.(+) 010411 N 032 0 022 0010 1,077.06 E.W. @ F.A.(+) 061411 N ED-100 0011 793.18 062311 N ED-110 027 0009 5,444.43 E.W. @ F.A.(+) 011110 N 0250.0 039 0005 219.12 E.W. @ F.A.(+) 042210 N 0349.0 043 0022 309.46 E.W. @ F.A.(+) 091410 N 0603.0 051 0023 1,154.84 E.W. @ F.A.(+) 022311 N 0841.0 064 0011 661.59 E.W. @ F.A.(+) 012511 N PF5 0 065 0005 3,025.96 E.W. @ F.A.(+) 102710 N 1048.0 068 0004 276.99 E.W. @ F.A.(+) 111010 N 2.0 0 074 0001 1,974.13 E.W. @ F.A.(+) 111010 N 3.0 0 079 0023 3,176.94 E.W. @ F.A.(+) 022811 N 0864.0 0025 7,364.83 020411 N 1046.0 26,188.24 TOTAL THIS ESTIMATE 2,484,912.73 TOTAL PREVIOUS ESTIMATE 2,511,100.97 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 08/19/11 EST. NO.25 TIME 11:13 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 MISSING FNL CEM4401 -10,000.00 25 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 01 RECEIVED FHWA1391 10,000.00 10 MISSING CEM2402F -10,000.00 25 -10,000.00 -10,000.00 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 PER LTR DATED 7/2010 -8,000.00 13 PER LTR DATED 8/2010 -5,000.00 14 RETURN 7/2010 DEDUCT 8,000.00 14 RETURN 8/2010 DEDUCT 5,000.00 15 PER LTR DATED 2/11 -10,000.00 20 PER LTR DATED 3/11 -10,000.00 21 PER LTR DATED 5/2011 -10,000.00 24 CERTIFIED PAYROLLS -10,000.00 25 -10,000.00 -40,000.00 TOTAL DEDUCTIONS -30,000.00 -60,000.00 PROGRAM CAS145 PAGE 1 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500.00 002 TIME-RELATED OVERHEAD WDAY 750.0000 187,500.00 -17.000 -12,750.00 324.000 243,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 16.5000 6,765.00 410.000 6,765.00 004 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 3.5500 34,506.00 3,463.450 12,295.25 007 TEMPORARY SILT FENCE M 4.0000 15,640.00 872.200 3,488.80 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 8.000 12,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 3.000 4,800.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 8,190.00 42.000 8,820.00 011 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000.00 012 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.100 1,100.00 1.000 11,000.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 014 TYPE III BARRICADE EA 50.0000 1,000.00 20.000 1,000.00 (S) 015 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.0000 3,480.00 220.200 2,642.40 (S) 016 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 4,200.00 74.680 448.08 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 8,560.00 8,489.000 6,791.20 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 6,800.00 129.000 4,386.00 (S) 019 TRAFFIC PLASTIC DRUMS EA 50.0000 7,000.00 8.000 400.00 90.000 4,500.00 (S) 020 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 6,573.000 19,719.00 (S) 021 TEMPORARY SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 1.000 35,000.00 PROGRAM CAS145 PAGE 2 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 20.0000 164,400.00 7,597.400 151,948.00 (S) 024 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 171.000 34,200.00 (S) 025 TEMPORARY CRASH CUSHION EA 5,000.0000 55,000.00 10.000 50,000.00 (S) (TYPE ABSORB 350) 026 ABANDON CULVERT EA 2,820.0000 5,640.00 2.000 5,640.00 027 OBLITERATE SURFACING M2 0.9000 6,246.00 7,308.000 6,577.20 028 REMOVE CHAIN LINK FENCE M 5.5000 10,395.00 2,150.000 11,825.00 (S) 029 REMOVE METAL BEAM GUARD RAILING M 56.0000 1,344.00 23.000 1,288.00 (S) 030 REMOVE FLARED END SECTION EA 175.0000 1,225.00 8.000 1,400.00 (S) 031 REMOVE THRIE BEAM BARRIER M 25.0000 17,000.00 0.000 0.00 (S) 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 7,500.00 1,101.000 1,651.50 (S) 033 REMOVE TRAFFIC STRIPE M 1.5000 17,700.00 1,079.000 1,618.50 (S) 034 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 4,536.00 1,748.000 2,447.20 (S) (TEMPORARY) 035 REMOVE PAVEMENT MARKING M2 1.0000 290.00 36.300 36.30 (S) 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 8,540.00 3,294.000 4,611.60 (S) 037 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 600.00 32.900 658.00 (S) 038 REMOVE PAINTED PAVMENT MARKING M2 20.0000 1,000.00 13.000 260.00 (S) (TEMPORARY) 039 REMOVE ROADSIDE SIGN EA 50.0000 3,900.00 78.000 3,900.00 040 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 1.000 100.00 041 REMOVE SIGN STRUCTURE EA 12,150.0000 12,150.00 1.000 12,150.00 042 REMOVE BRIDGE MOUNTED SIGN EA 1,850.0000 7,400.00 4.000 7,400.00 043 REMOVE CULVERT EA 2,100.0000 16,800.00 10.000 21,000.00 044 REMOVE INLET EA 470.0000 3,760.00 7.000 3,290.00 045 REMOVE MANHOLE EA 450.0000 900.00 2.000 900.00 046 REMOVE ASPHALT CONCRETE SURFACING M2 12.4000 3,782.00 305.000 3,782.00 047 RESET ROADSIDE SIGN EA 350.0000 350.00 1.000 350.00 048 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 1.000 350.00 049 ADJUST INLET EA 1,390.0000 5,560.00 1.000 1,390.00 PROGRAM CAS145 PAGE 3 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE TO GRADE EA 570.0000 2,280.00 4.000 2,280.00 051 ADJUST VALVE BOX FRAME AND COVER TO EA 570.0000 2,280.00 16.000 9,120.00 GRADE 052 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4000 19,108.00 7,978.000 27,125.20 (S) 053 CAP INLET EA 1,120.0000 1,120.00 1.000 1,120.00 054 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000.00 055 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 056 ROADWAY EXCAVATION M3 23.6000 967,600.00 38,410.310 906,483.32 057 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 320,000.00 1,536.300 245,808.00 (AERIALLY DEPOSITED LEAD) 058 ROADWAY EXCAVATION (TYPE Z-4) M3 19.0000 114,000.00 4,609.000 87,571.00 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 060 ROADWAY EXCAVATION (TYPE DC) M3 27.0000 15,390.00 570.000 15,390.00 061 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 95,100.00 317.000 95,100.00 (F) 062 STRUCTURE EXCAVATION (TYPE DC) M3 21.0000 39,207.00 1,867.000 39,207.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 23,500.00 1,175.000 23,500.00 (F) 064 STRUCTURE EXCAVATION (TYPE Z-2) M3 300.0000 3,600.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 065 STRUCTURE EXCAVATION (TYPE Z-4) M3 300.0000 10,200.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 066 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 29,100.00 194.000 29,100.00 (F) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 54.0000 31,482.00 583.000 31,482.00 (F) 068 PERVIOUS BACKFILL MATERIAL M3 75.0000 1,575.00 21.000 1,575.00 (F) 069 HIGHWAY PLANTING LS 8,260.0000 8,260.00 1.000 8,260.00 (S) 070 EROSION CONTROL (TYPE D) M2 0.2000 13,200.00 4,048.000 809.60 (S) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 600.00 3.000 1,800.00 (S) 072 WEED CONTROL MAT (FIBER) M 100.0000 19,000.00 208.000 20,800.00 (S) 073 PLANT ESTABLISHMENT WORK LS 7,500.0000 7,500.00 0.360 2,700.00 1.000 7,500.00 (S) 074 IRRIGATION SYSTEM LS 34,000.0000 34,000.00 0.050 1,700.00 1.000 34,000.00 (S) 075 200 MM ALTERNATIVE CONDUIT M 202.0000 48,480.00 259.000 52,318.00 (S) 076 EXTEND 150 MM CONDUIT M 120.0000 6,000.00 -4.000 -480.00 43.000 5,160.00 (S) PROGRAM CAS145 PAGE 4 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE M3 44.5000 1,450,700.00 32,979.000 1,467,565.50 078 ASPHALT CONCRETE (TYPE A) TONN 64.0000 1,657,600.00 26,768.190 1,713,164.16 079 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 120.0000 13,200.00 134.940 16,192.80 080 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 104.0000 2,600.00 25.000 2,600.00 AREA) 081 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 121.000 423.50 082 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 105.00 35.000 122.50 083 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,290.00 904.000 3,164.00 084 FURNISH PILING (CLASS 900) M 100.0000 56,400.00 564.000 56,400.00 (ALTERNATIVE X) 085 DRIVE CONCRETE PILE (CLASS 900) EA 2,500.0000 80,000.00 32.000 80,000.00 (S) (ALTERNATIVE X) 086 FURNISH PILING (CLASS 625) M 100.0000 57,300.00 573.000 57,300.00 (ALTERNATIVE X) 087 DRIVE CONCRETE PILE (CLASS 625) EA 2,500.0000 80,000.00 32.000 80,000.00 (S) (ALTERNATIVE X) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 47,500.00 95.000 47,500.00 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 990.0000 511,830.00 554.000 548,460.00 (F) 091 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 190,475.00 401.000 190,475.00 (F) 092 CLASS 4 CONCRETE (BACKFILL) M3 109.0000 4,730.60 55.370 6,035.33 (F) 093 CLASS 1 CONCRETE (BOX CULVERT) M3 809.0000 372,220.90 460.100 372,220.90 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) M3 1,090.0000 58,751.00 52.290 56,996.10 (F) 095 MINOR CONCRETE (SOUND WALL) M3 450.0000 126,000.00 280.000 126,000.00 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 097 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 50,000.00 20.000 50,000.00 (S) BATHTUB GIRDER 098 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 225,000.00 10.000 225,000.00 (S) BATHTUB GIRDER (15M -20M) 099 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,500.0000 245,000.00 10.000 245,000.00 (S) BATHTUB GIRDER (20M -25M) 100 SOUND WALL (MASONRY BLOCK) M2 144.0000 413,568.00 2,872.000 413,568.00 (SF) 101 JOINT SEAL (MR 50 MM) M 230.0000 6,900.00 30.000 6,900.00 (S) 102 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 102,932.80 64,333.000 102,932.80 (SF) 103 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 40,512.00 20,256.000 40,512.00 (SF) PROGRAM CAS145 PAGE 5 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BOX CULVERT) KG 0.1000 7,460.50 74,605.000 7,460.50 (F) 105 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 46,200.00 3,080.000 46,200.00 (F) WITH WALKWAY) 106 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.7500 8,470.00 3,080.000 8,470.00 (F) WITH WALKWAY) 107 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,314,005.00 119,455.000 1,314,005.00 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 53,754.75 119,455.000 53,754.75 (F) 109 FURNISH LAMINATED PANEL SIGN M2 160.0000 48,800.00 302.240 48,358.40 (25.4 MM-TYPE A) 110 FURNISH LAMINATED PANEL SIGN M2 150.0000 3,450.00 8.150 1,222.50 (25.4 MM-TYPE B) 111 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 7,155.00 3.480 469.80 52.860 7,136.10 (1.6 MM-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN M2 137.0000 7,398.00 54.000 7,398.00 (2.0 MM-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 346.50 2.100 346.50 (1.6 MM-FRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 2,970.00 17.090 2,819.85 (2.0 MM-FRAMED) 115 1372 MM CAST-IN-DRILLED-HOLE M 2,000.0000 36,000.00 18.000 36,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 116 1524 MM CAST-IN-DRILLED-HOLE M 2,350.0000 213,850.00 70.795 166,368.25 (S) CONCRETE PILE (SIGN FOUNDATION) 117 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 7,200.00 2.000 7,200.00 118 ROADSIDE SIGN - ONE POST EA 185.0000 12,025.00 4.000 740.00 61.000 11,285.00 119 ROADSIDE SIGN - TWO POST EA 275.0000 3,025.00 11.000 3,025.00 120 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 2,250.00 30.000 2,250.00 METHOD) 121 450 MM REINFORCED CONCRETE PIPE M 216.0000 95,040.00 497.850 107,535.60 122 600 MM REINFORCED CONCRETE PIPE M 169.0000 99,710.00 573.580 96,935.02 123 900 MM REINFORCED CONCRETE PIPE M 807.0000 16,140.00 20.000 16,140.00 124 450 MM CONCRETE FLARED END SECTION EA 672.0000 4,032.00 5.000 3,360.00 125 600 MM CONCRETE FLARED END SECTION EA 747.0000 4,482.00 7.000 5,229.00 126 ROCK SLOPE PROTECTION M3 423.0000 1,692.00 2.300 972.90 (BACKING NO. 2, METHOD B) 127 SLOPE PAVING (CONCRETE) M3 1,010.0000 57,570.00 57.000 57,570.00 (F) 128 ROCK SLOPE PROTECTION FABRIC M2 38.0000 722.00 11.200 425.60 129 MINOR CONCRETE (TEXTURED PAVING) M3 499.0000 174,650.00 323.271 161,312.23 130 MINOR CONCRETE (CURB, SIDEWALK, M3 389.0000 186,720.00 471.363 183,360.21 DRIVE-WAY, AND CURB RAMP) PROGRAM CAS145 PAGE 6 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL KG 3.0000 16,845.00 5,911.000 17,733.00 (SF) 132 CHAIN LINK FENCE (TYPE CL-1.2) M 44.0000 7,480.00 86.600 3,810.40 133 CHAIN LINK FENCE (TYPE CL-1.8) M 47.0000 68,620.00 535.500 25,168.50 (S) 134 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000.00 (S) 135 DELINEATOR (CLASS 1) EA 35.0000 3,570.00 102.000 3,570.00 136 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 45.0000 720.00 16.000 720.00 137 HIGHWAY POST MARKER EA 42.0000 336.00 8.000 336.00 138 OBJECT MARKER (TYPE K-1) EA 40.0000 240.00 11.000 440.00 139 OBJECT MARKER (TYPE L-1) EA 32.0000 288.00 7.000 224.00 140 METAL BEAM GUARD RAILING M 100.0000 17,000.00 199.400 19,940.00 141 CHAIN LINK RAILING (TYPE 7) M 164.0000 63,468.00 383.000 62,812.00 (F) 142 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 78,800.00 197.000 78,800.00 (F) 143 SINGLE THRIE BEAM BARRIER M 60.0000 40,800.00 0.000 0.00 (S) 144 TRANSITION RAILING (TYPE WB) EA 4,100.0000 8,200.00 1.000 4,100.00 (S) 145 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 8.000 6,400.00 9.000 7,200.00 (S) 146 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 2,900.00 0.000 0.00 (S) 147 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 21,600.00 9.000 21,600.00 (S) 148 CRASH CUSHION (ADIEM) EA 16,000.0000 16,000.00 1.000 16,000.00 (S) 149 CONCRETE BARRIER (TYPE 60C) M 210.0000 84,000.00 400.000 84,000.00 (S) 150 CONCRETE BARRIER (TYPE 736A MODIFIED) M 275.0000 75,900.00 276.000 75,900.00 (F) 151 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 12,750.00 516.120 15,483.60 (S) 152 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,600.00 9,710.000 9,710.00 (S) 153 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 925.00 730.000 912.50 (S) 154 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 65.00 44.000 57.20 (S) (BROKEN 2.44 M - 1.22 M) 155 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,000.00 3,044.000 6,088.00 (S) 156 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 2,326.000 4,652.00 (S) (BROKEN 3.66 M - 0.92 M) 157 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 244.000 244.00 (S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 7 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 15,360.00 11,929.000 14,314.80 (S) (BROKEN 10.98 M - 3.66 M) 159 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,830.00 3,622.000 3,622.00 (S) (BROKEN 5.18 M - 2.14 M) 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 9,230.00 2,556.000 8,307.00 (S) 161 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 162 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 163 SIGN ILLUMINATION LS 7,500.0000 7,500.00 1.000 7,500.00 (S) 164 MODIFY SIGN ILLUMINATION LS 18,000.0000 18,000.00 1.000 18,000.00 (S) 165 EMERGENCY VEHICLE DETECTOR SYSTEM LS 11,000.0000 11,000.00 1.000 11,000.00 (S) 166 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 167 MODIFY MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 1.000 8,000.00 (S) SYSTEM 168 RELOCATE CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 1.000 30,000.00 (S) SYSTEM 169 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 170 MODIFY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 171 MODIFY LIGHTING LS 36,000.0000 36,000.00 1.000 36,000.00 (S) 172 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 174 PROTECTION OF MIGRATORY BIRDS LS 3,000.0000 3,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 8 DATE 08/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 11:13 AM ESTIMATE NO. 25 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 07/20/11 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 08/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 279.80 12,780,856.15 ADJUSTMENT OF COMPENSATION 0.00 468,616.56 EXTRA WORK 26,188.24 2,042,484.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 26,468.04 15,291,957.12 175 MOBILIZATION LS 893,000.0000 893,000.00 1.000 893,000.00 ORIGINAL CONTRACT AMOUNT 13,937,886.05 TOTAL WORK COMPLETED 26,468.04 16,184,957.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -30,000.00 -60,000.00 TOTAL -3,531.96 16,124,957.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/04/09 370 07/29/09 07/29/09 07/20/11 346 147 74 0 100% 100% AOUN, TONY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/19/11