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 01/26/10 EST. NO.22 TIME 08:13 AM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 0234-1 -286.25 E.W. @ F.A.(+) 082708 N 0709.0 DAO CORRECTING ENTRY 003 0016 725.00 A.C. @ U.P.(+) 102409 N 0708.0 004 0057 696.33 E.W. @ F.A.(+) 100208 N 0501.0 0075 340.85 110309 N 0754.0 0076 874.77 110409 N 0755.0 0079 1,503.79 122209 N 0811.0 007 0176 1,301.94 E.W. @ F.A.(+) 103009 N 0748.0 0184 1,074.11 011110 N 0830.0 0185 237.48 062609 N 0558.1 013 0028 4,972.00 E.W. @ F.A.(+) 100709 N 0702.0 0039 610.89 121609 N 0802.0 0040 1,294.48 121609 N 0803.0 0041 323.62 121709 N 0805.0 0042 1,527.22 121709 N 0806.0 0043 160.86 121809 N 0807.0 0045 751.89 123109 N 0821.0 0046 808.87 010510 N 0824.0 0047 226.57 010710 N 0825.0 0048 2,076.98 010710 N 0826.0 0049 74.09 010810 N 0827.0 0050 1,394.57 010810 N 0828.0 018 0066 792.00 E.W. @ F.A.(+) 111709 N 0771.0 0067 151.04 111809 N 0774.0 0070 211.13 112509 N 0787.0 025 0002 1,953.00 E.W. @ L.S.(+) 011910 N NA0002 029 0004 784.96 E.W. @ F.A.(+) 121509 N 0800.0 0005 697.21 010410 N 0822.0 042 0006 288.43 E.W. @ F.A.(+) 110509 N 0737.0 0007 2,052.15 110609 N 0738.0 0016 269.79 121409 N 0799.0 0017 3,188.19 122109 N 0808.0 0018 1,722.31 122809 N 0815.0 0019 1,811.09 122909 N 0819.0 0020 590.19 123009 N 0820.0 044 0003 9,588.50 E.W. @ L.S.(+) 012110 N NA0003 053 0001 -426.00 A.C. @ L.S.(-) 012010 N NA0001 061 0001 4,737.00 A.C. @ U.P.(+) 012010 N NA0001 49,101.05 TOTAL THIS ESTIMATE 2,595,839.52 TOTAL PREVIOUS ESTIMATE 2,644,940.57 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 01/26/10 EST. NO.22 TIME 08:13 AM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WATER METER FEES -6,480.00 08 BRITANNIA ACP -3,485.00 09 A/C COMPACTION TEST -5,438.68 17 CL II FAILED GRAD -2,400.00 17 CL IV FAILED GRAD -1,200.00 17 PCCP FAILED GRAD -4,600.00 17 FAILING CL II BASE -1,200.00 18 ITEM 79 DEDUCT -648.00 19 STRUCT. CONC AGGREG. -126.00 20 FAIL. ASPH CONC GRAD -877.50 21 FAILING ASPH CONC -3,150.00 21 AC BASE COMPLIANCE -877.50 22 AC CNTRCT COMPLIANCE -3,150.00 22 ACP REMOVAL -3,532.50 22 SIGN STR.SHOP INSPEC -5,000.00 22 -12,560.00 -42,165.18 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD MAY 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD AUG 10,000.00 07 O/S PRS OCT -10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD SEPT 10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD OCT 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 09 -10,000.00 12 PRS RECD JAN 09 10,000.00 12 O/S PRS MARCH 09 -10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS APRIL -10,000.00 14 PRS RECD FEB 10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY 09 -10,000.00 15 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/26/10 EST. NO.22 TIME 08:13 AM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APRIL 09 10,000.00 15 O/S PRS JUNE -10,000.00 16 O/S PRS JULY -10,000.00 17 PRS RECD MAY 10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD JUNE 10,000.00 18 O/S PRS SEPT -10,000.00 19 PRS RECD JULY 10,000.00 19 PRS RECD AUG 10,000.00 19 O/S PRS OCT 09 -4,000.00 20 PRTL PRS RECD SEPT 8,000.00 20 O/S PRS NOV 09 -5,000.00 21 O/S PRS DEC -2,000.00 22 PRTL PRS RECD OCT 3,000.00 22 PRTL PRS RECD NOV 4,000.00 22 PRTL PRS RECD SEPT 1,000.00 22 6,000.00 -5,000.00 TOTAL DEDUCTIONS -6,560.00 -47,165.18 PROGRAM CAS145 PAGE 1 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 LOCATION RERUN PROGRESS ESTIMATE 11-SD-905-R8.6/R11.6 ----------------------- SKANKSA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC. FROM 0.6 KM EAST OF CACTUS ROAD TO 9543-4 HEINRICH HERTZ DRIVE 0.3 KM WEST OF THE MEXICO BORDER SAN DIEGO,CA 92154 FED. AID NO. HPLU-6211(71)N ,HPLU-6211(72)N ,HPLU-6211(73)N CONSTRUCT NEW FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 60,000.0000 60,000.00 0.750 45,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 17.000 42,500.00 407.000 1,017,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 1,764.000 26,460.00 04 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.076 10,260.00 0.638 86,130.00 05 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.010 70.00 0.783 5,481.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 9,101.400 1,365.21 732,552.780 109,882.92 S) 07 TEMPORARY FIBER ROLL M 5.2500 316,575.00 1,335.000 7,008.75 28,789.000 151,142.25 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 18.000 18,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 13.000 84,500.00 10 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 8.000 3,600.00 S) (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 72,000.00 1.000 400.00 12 STREET SWEEPING LS 125,000.0000 125,000.00 0.062 7,750.00 0.625 78,125.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 0.063 3,465.00 0.625 34,375.00 14 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.020 900.00 0.700 31,500.00 S) 15 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 0.630 78,750.00 S) 16 TYPE III BARRICADE EA 300.0000 8,700.00 37.000 11,100.00 S) 17 BARRICADE (LEFT IN PLACE) EA 300.0000 3,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 6,300.00 80.130 2,403.90 341.820 10,254.60 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 40,160.000 40,160.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 63.000 3,780.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 0.000 0.00 S) (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 9,640.00 2,258.000 9,032.00 PROGRAM CAS145 PAGE 2 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 100,000.00 0.340 3,400.00 6.290 62,900.00 S) 24 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 7,001.700 350,085.00 S) 25 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 135.000 12,150.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 148.000 54,020.00 S) 27 TEMPORARY CRASH CUSHION (ADIEM-350) EA 7,000.0000 35,000.00 4.000 28,000.00 S) 28 ABANDON CULVERT EA 5,000.0000 15,000.00 5.000 25,000.00 29 ABANDON INLET EA 1,400.0000 2,800.00 0.000 0.00 30 ABANDON WATER LINE EA 4,000.0000 44,000.00 7.000 28,000.00 31 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 1,775.100 35,502.00 32 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 346.500 12,127.50 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 19,485.00 5,521.000 24,844.50 34 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 7.0000 8,190.00 80.000 560.00 1,358.880 9,512.16 MARKING 35 REMOVE ROADSIDE SIGN EA 125.0000 5,000.00 0.000 0.00 36 REMOVE MANHOLE EA 1,200.0000 4,800.00 0.000 0.00 37 REMOVE BASE AND SURFACING M3 40.0000 680.00 146.700 5,868.00 38 RESET ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 39 RELOCATE HYDRANT EA 6,500.0000 13,000.00 1.000 6,500.00 40 RELOCATE ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 41 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 42 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 6,000.00 2.000 6,000.00 43 ADJUST SEWER MANHOLE EA 2,000.0000 6,000.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 11,850.00 509.000 1,527.00 S) 45 REMOVE CONCRETE M3 100.0000 9,200.00 479.789 47,978.90 46 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 47 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.580 40,600.00 48 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 1,490,452.784 5,142,062.10 49 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 0.500 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 12.5000 164,500.00 148.000 1,850.00 12,936.000 161,700.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 900.600 18,012.00 52 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 320.000 8,000.00 6,268.000 156,700.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 23.900 956.00 646.100 25,844.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 40.400 5,050.00 WALL) 55 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 56 SAND BACKFILL M3 145.0000 17,400.00 321.380 46,600.10 57 LEAN CONCRETE BACKFILL M3 165.0000 483,450.00 2,900.000 478,500.00 F) 58 DITCH EXCAVATION M3 6.0000 30,300.00 1,038.320 6,229.92 59 HIGHWAY PLANTING LS 155,000.0000 155,000.00 1.000 155,000.00 S) 60 DUFF M2 1.0000 9,240.00 34,620.000 34,620.00 61 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.8000 14,832.00 4,918.500 8,853.30 S) 62 FIBER (EROSION CONTROL) KG 0.7000 44,380.00 3,220.000 2,254.00 3,220.000 2,254.00 S) 63 FIBER ROLLS M 7.0000 429,800.00 1,852.800 12,969.60 13,330.800 93,315.60 64 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 8.030 5,621.00 10.210 7,147.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 1.000 450.00 3.000 1,350.00 S) 66 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 21.900 9,307.50 S) 67 PURE LIVE SEED (EROSION CONTROL)(TYPE 3) KG 130.0000 237,900.00 101.430 13,185.90 101.430 13,185.90 S) 68 PURE LIVE SEED (EROSION CONTROL)(TYPE 4) KG 100.0000 1,800.00 0.000 0.00 S) 69 PURE LIVE SEED (EROSION CONTROL)(TYPE 5) KG 230.0000 21,390.00 0.000 0.00 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 840.00 40.250 40.25 68.330 68.33 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 11,790.00 402.500 603.75 402.500 603.75 S) 72 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.080 5,600.00 0.500 35,000.00 S) 73 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 126,000.00 352.200 123,270.00 75 WATER METER EA 40,000.0000 40,000.00 1.000 40,000.00 S) 76 200 MM CORRUGATED HIGH DENSITY M 175.0000 112,000.00 596.000 104,300.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 4 AGGREGATE SUBBASE M3 17.0000 1,227,400.00 64,014.350 1,088,243.95 78 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 2,803.350 109,330.65 50,647.050 1,975,234.95 79 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 0.000 0.00 S) 80 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 1,398.850 97,919.50 20,626.080 1,443,825.60 81 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 2,499.880 162,492.20 20,309.130 1,320,093.45 82 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,860.00 890.000 5,340.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 40,500.00 1,698.680 42,467.00 AREA) 84 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 17.140 5,999.00 85 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 1,175.440 231,561.68 86 SEAL PAVEMENT JOINT M 3.0000 233,100.00 1,612.400 4,837.20 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.572 228,800.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 22.000 7,700.00 1,776.000 621,600.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 219.000 132,495.00 5,041.000 3,049,805.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 408.010 214,205.25 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 70,500.00 0.000 0.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 558,000.00 189.000 170,100.00 F) (TYPE N) 93 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 13,500.00 19.490 29,235.00 94 CLASS 1 CONCRETE (BOX CULVERT) M3 440.0000 2,494,800.00 5,674.320 2,496,700.80 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 627,000.00 4.837 7,255.50 433.680 650,520.00 F) 96 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 125.000 11,875.00 1,250.000 118,750.00 F) 97 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 8.000 800.00 624.000 62,400.00 98 JOINT SEAL (TYPE A) M 65.0000 2,795.00 0.000 0.00 S) 99 JOINT SEAL (TYPE AL) M 80.0000 6,240.00 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 85.0000 8,500.00 0.000 0.00 S) 01 JOINT SEAL (MR 40 MM) M 180.0000 36,540.00 52.500 9,450.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 89,679.000 152,454.30 737,860.000 1,254,362.00 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 14,314.000 47,236.20 S) PROGRAM CAS145 PAGE 5 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.6000 1,315,680.00 766,118.000 1,225,788.80 S) 05 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 18.000 270.00 72.000 1,080.00 SF) 06 WELDED WIRE FABRIC M2 12.0000 4,680.00 0.000 0.00 S) (150 MM X 150 MM,W1.4 X W1.4) 07 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.5000 184,000.00 1,888.000 21,712.00 1,888.000 21,712.00 08 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 32,000.00 0.000 0.00 S) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2500 1,609,500.00 12,797.000 118,372.25 12,797.000 118,372.25 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 174,000.00 0.000 0.00 S) 11 FURNISH LAMINATED PANEL SIGN M2 185.0000 111,000.00 0.000 0.00 (25.4 MM-TYPE A) 12 FURNISH LAMINATED PANEL SIGN M2 190.0000 19,000.00 0.000 0.00 (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 30,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 16,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 13,500.00 0.000 0.00 (1.6 MM-FRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 14,500.00 0.000 0.00 (2.0 MM-FRAMED) 17 920 MM CAST-IN-DRILLED-HOLE M 2,150.0000 92,450.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 468,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 METAL (BARRIER MOUNTED SIGN) KG 26.0000 5,200.00 0.000 0.00 20 INSTALL SIGN PANEL ON BARRICADE EA 50.0000 900.00 0.000 0.00 21 HABITAT RESTORATION SIGN EA 50.0000 350.00 0.000 0.00 22 ROADSIDE SIGN - ONE POST EA 385.0000 69,300.00 0.000 0.00 23 ROADSIDE SIGN - TWO POST EA 1,100.0000 22,000.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 4,050.00 0.000 0.00 METHOD) 25 PREPARE AND PAINT CONCRETE M2 25.0000 14,000.00 0.000 0.00 S) 26 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 26,350.00 101.000 15,655.00 128.000 19,840.00 27 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 4,621.000 762,465.00 28 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 36,000.00 419.000 62,850.00 29 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 93,100.00 449.000 85,310.00 30 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 249.000 62,250.00 PROGRAM CAS145 PAGE 6 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1200 MM ALTERNATIVE PIPE CULVERT M 315.0000 9,135.00 0.000 0.00 32 450 MM REINFORCED CONCRETE PIPE M 150.0000 57,000.00 225.000 33,750.00 33 600 MM REINFORCED CONCRETE PIPE M 235.0000 249,100.00 29.000 6,815.00 801.000 188,235.00 34 750 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 35 750 MM REINFORCED CONCRETE PIPE M 475.0000 66,500.00 0.000 0.00 (SEWER PIPE ENCASEMENT) 36 900 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 50.000 15,000.00 37 1200 MM REINFORCED CONCRETE PIPE M 440.0000 96,800.00 247.000 108,680.00 38 1500 MM REINFORCED CONCRETE PIPE M 1,000.0000 96,000.00 62.000 62,000.00 39 1680 MM REINFORCED CONCRETE PIPE M 735.0000 24,255.00 15.000 11,025.00 40 450 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 3,000.00 0.000 0.00 41 GRATED LINE DRAIN M 700.0000 35,000.00 0.000 0.00 42 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 43 1850 MM WELDED STEEL PIPE CASING M 5,500.0000 1,375,000.00 0.000 0.00 (10 MM) 44 1500 MM WELDED STEEL CASING M 3,800.0000 760,000.00 0.000 0.00 45 750 MM WELDED STEEL PIPE (9.53 MM) M 2,000.0000 440,000.00 0.000 0.00 46 450 MM CEMENT MORTAR LINED AND COATED M 545.0000 485,050.00 99.600 54,282.00 289.300 157,668.50 WATER MAIN 47 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 292.200 141,717.00 WATER MAIN 48 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 198.300 116,997.00 825.800 487,222.00 WATER MAIN 49 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 95.400 21,465.00 50 300 MM CEMENT MORTAR LINED AND COATED M 750.0000 75,000.00 57.240 42,930.00 RECLAIMED WATER MAIN 51 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 52 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 7,000.00 1.000 1,000.00 53 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 5.000 4,750.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 4.000 4,800.00 56 1050 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 57 100 MM GATE VALVE EA 500.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM GATE VALVE EA 500.0000 1,000.00 0.000 0.00 59 300 MM GATE VALVE EA 1,800.0000 1,800.00 1.000 1,800.00 60 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 1.000 4,800.00 61 150 MM BLOW OFF ASSEMBLY EA 5,500.0000 44,000.00 0.000 0.00 62 50 MM BLOW OFF ASSEMBLY EA 4,500.0000 9,000.00 0.000 0.00 63 400 MM BUTTERFLY VALVE, CLASS 250 EA 3,500.0000 7,000.00 0.000 0.00 64 450 MM BUTTERFLY VALVE, CLASS 250 EA 4,500.0000 27,000.00 2.000 9,000.00 65 500 MM BUTTERFLY VALVE, CLASS 250 EA 5,000.0000 15,000.00 0.000 0.00 66 600 MM BUTTERFLY VALUE, CLASS 250 EA 7,000.0000 14,000.00 0.000 0.00 67 100 MM COMBINATION AIR RELEASE AND EA 6,500.0000 39,000.00 1.000 6,500.00 AIR VACCUM VALUE 68 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 1.000 6,500.00 AIR VACCUM VALUE 69 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 9.850 8,372.50 70 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 4.650 3,720.00 (MODIFIED) 71 900 MM OPEN CONCRETE PIPE RISER M 900.0000 3,600.00 0.000 0.00 (MODIFIED) 72 CATHODIC PROTECTION TEST STATION EA 3,500.0000 87,500.00 6.000 21,000.00 6.000 21,000.00 S) 73 100 MM POLYVINYL CHLORIDE PIPE M 140.0000 1,400.00 0.000 0.00 S) 74 300 MM FLEXIBLE EXPANSION JOINT EA 7,500.0000 45,000.00 -1.400 -10,500.00 6.000 45,000.00 S) W/MECHANICAL JOINT ENDS 75 380 MM POLYVINYL CHLORIDE SEWER PIPE M 350.0000 161,000.00 68.400 23,940.00 S) 76 SEWER MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 0.000 0.00 S) 77 SEWER MANHOLE B EA 8,000.0000 56,000.00 2.900 23,200.00 S) 78 CLASS 4 CONCRETE (BACKFILL) M3 245.0000 68,600.00 130.400 31,948.00 79 ROCK SLOPE PROTECTION M3 75.0000 19,500.00 811.960 60,897.00 (1/4 TON, METHOD B) 80 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 29.872 4,480.80 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION M3 120.0000 3,600.00 39.630 4,755.60 (BACKING NO. 1, METHOD B) 82 CONCRETE (APRON AND DITCH LINING) M3 500.0000 395,000.00 160.300 80,150.00 83 SLOPE PAVING (STAMPED CONCRETE) M2 210.0000 86,100.00 0.000 0.00 F) 84 ROCK SLOPE PROTECTION FABRIC M2 6.0000 53,100.00 1,811.153 10,866.92 PROGRAM CAS145 PAGE 8 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (MISCELLANEOUS M3 415.0000 527,050.00 3.900 1,618.50 570.794 236,879.51 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 8.0000 38,640.00 0.000 0.00 87 MINOR CONCRETE (GORE PAVING) M3 625.0000 200,000.00 0.000 0.00 88 MINOR CONCRETE (RAISED MEDIAN) M3 750.0000 210,000.00 0.000 0.00 89 MISCELLANEOUS IRON AND STEEL KG 3.5000 83,650.00 2,986.000 10,451.00 S) 90 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 0.000 0.00 SF) 91 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 1,232.000 24,640.00 SF) 92 WILDLIFE FENCE M 140.0000 196,000.00 0.000 0.00 S) 93 CHAIN LINK FENCE M 67.0000 625,780.00 2,157.200 144,532.40 S) (TYPE CL-1.8, 25 MM X 25 MM MESH) 94 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 5,100.00 0.000 0.00 S) 95 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 4,500.00 0.000 0.00 S) 96 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 98 MILEPOST MARKER EA 75.0000 750.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 20.0000 5,200.00 0.000 0.00 00 OBJECT MARKER EA 75.0000 750.00 0.000 0.00 01 METAL BEAM GUARD RAILING M 85.0000 30,600.00 0.000 0.00 S) 02 CHAIN LINK RAILING (TYPE 7) M 245.0000 36,505.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE K) M 95.0000 19,000.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 59,600.00 0.000 0.00 F) 05 SINGLE THRIE BEAM BARRIER (WOOD POST) M 105.0000 106,050.00 0.000 0.00 S) 06 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 122.0000 335,500.00 0.000 0.00 S) 07 CABLE RAILING M 65.0000 13,585.00 171.900 11,173.50 F) 08 TRANSITION RAILING (TYPE STB) EA 4,000.0000 8,000.00 0.000 0.00 S) 09 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 0.000 0.00 S) 10 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 8,200.00 0.000 0.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 3,600.00 0.000 0.00 S) 13 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 42,500.00 0.000 0.00 S) 15 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 S) 16 CRASH CUSHION (REACT 9CBB) EA 52,000.0000 156,000.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 257,400.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 400.0000 20,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 225.0000 15,750.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736A) M 300.0000 39,000.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 117,250.00 100.000 25,000.00 F) 22 CONCRETE BARRIER (TYPE 736B) M 435.0000 21,750.00 25.800 11,223.00 23 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 24,000.00 77.520 3,100.80 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,500.00 132.000 396.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 720.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 45,000.00 2,445.000 1,833.75 11,120.000 8,340.00 S) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,600.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,500.00 15.000 52.50 821.000 2,873.50 S) 31 SIGNAL AND LIGHTING (LOCATION 1) LS 180,000.0000 180,000.00 0.080 14,400.00 S) 32 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 0.040 6,800.00 S) 33 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0.00 S) 34 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.160 28,000.00 S) 35 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 0.040 8,400.00 0.160 33,600.00 S) 36 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.980 156,800.00 S) (CITY STREET LOCATION 1) 37 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) (CITY STREET LOCATION 2) 38 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 10 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.290 58,000.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.080 45,200.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 8,100.00 128.000 5,760.00 SF) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.130 3,250.00 SF) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.330 8,250.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.060 1,800.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.010 11,000.00 0.380 418,000.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.110 8,800.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.070 4,340.00 S) 48 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.050 3,000.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 5,000.0000 5,000.00 0.830 4,150.00 S) 50 150 MM FIRE HYDRANT ASSEMBLY EA 8,000.0000 40,000.00 1.900 15,200.00 PROGRAM CAS145 PAGE 11 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 08:13 AM ESTIMATE NO. 22 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,187,793.51 30,129,329.49 ADJUSTMENT OF COMPENSATION 5,036.00 533,441.23 EXTRA WORK 44,065.05 2,111,499.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,236,894.56 32,774,270.06 51 MOBILIZATION LS 5800,000.0000 5,800,000.00 1.000 5,800,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 1,236,894.56 38,574,270.06 MATERIALS ON HAND ON SITE 864,008.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,560.00 -47,165.18 TOTAL 1,230,334.56 39,391,113.02 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 02/27/08 905 04/22/08 04/21/08 01/14/11 412 20 4 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/10