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 05/26/10 EST. NO.16 TIME 10:27 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- 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 0211 113.38 E.W. @ F.A.(+) 021010 N 0373.0 0218 376.33 021910 N 0386.0 0219 157.46 022310 N 0390.0 0220 259.32 022410 N 0391.0 0222 463.92 020810 N 0370.0 0223 748.83 021810 N 0384.0 0225 759.52 021710 N 0397.0 0226 325.67 031510 N 0412.0 004 0004 1,200.00 A.C. @ U.P.(+) 030410 N 4 0 008 0066 547.12 E.W. @ F.A.(+) 121509 N 0299.0 0069 385.64 121609 N 0302.1 0073 385.64 121709 N 0310.0 0088 2,605.18 020510 N 0369.0 0089 1,193.69 020910 N 0372.0 0091 346.22 021110 N 0375.0 0095 876.26 012810 N 0355.0 0096 319.81 020210 N 0359.0 0102 750.00 012010 N 0379.0 0103 538.51 012010 N 0380.0 0104 619.17 021610 N 0381.0 0105 3,037.30 022010 N 0388.0 0108 2,391.15 021910 N 0387.0 0109 2,707.69 022210 N 0389.0 0110 262.75 022310 N 0392.0 0111 520.92 022510 N 0395.0 0113 635.34 030410 N 0399.0 0114 1,523.19 012110 N 0400.0 0115 493.10 012110 N 0401.0 0117 1,078.19 030810 N 0404.0 0119 1,661.66 031010 N 0408.0 0120 869.35 031110 N 0409.0 0122 974.61 031510 N 0411.0 0123 832.42 031610 N 0413.0 0127 919.79 032910 N 0418.0 0128 573.44 033010 N 0419.0 0134 1,949.15 012210 N 0428.0 0144 173.41 040610 N 0442.0 0145 1,066.07 042010 N 0448.0 0146 1,213.33 042310 N 0449.0 0150 338.53 042810 N 0452.0 0151 85.65 100709 N 0236.0 0152 85.17 110509 N 0455.0 0153 457.58 030110 N 0457.0 012 0026 807.20 E.W. @ F.A.(+) 021210 N 0376.0 0035 371.60 061009 N 0113.0 015 0005 39,144.11 E.W. @ L.S.(+) 082809 N 0001 0 030 0001 10,348.83 E.W. @ L.S.(+) 021710 N 0001 0 035 0001 391,369.00 E.W. @ L.S.(+) 073109 N 0001 0 044 0001 31,427.00 E.W. @ L.S.(+) 020110 N 0001 0 052 0001 8,400.00 A.C. @ L.S.(+) 100609 N 0001 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 05/26/10 EST. NO.16 TIME 10:27 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 518,689.20 TOTAL THIS ESTIMATE 231,975.58 TOTAL PREVIOUS ESTIMATE 750,664.78 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 05/26/10 EST. NO.16 TIME 10:27 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EQUIPMENT LISTS -8,000.00 01 MATERIAL RELEASES -7,661.75 01 MISSING PAPERWORK -32,000.00 01 EQUIPMENT LISTS 8,000.00 02 MATERIAL RELEASES 7,661.75 02 MISSING PAPERWORK 32,000.00 02 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS APRIL -10,000.00 04 PRS RECD APRIL 10,000.00 05 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 07 PRS RECD JUNE 10,000.00 07 O/S PRS AUG -10,000.00 08 PRS RECD JULY 10,000.00 08 O/S PRS SEPT -10,000.00 09 PRS RECD AUG 10,000.00 09 O/S PRS OCT -3,000.00 10 PRTL PRS RECD SEPT 8,000.00 10 O/S PRS NOV -1,000.00 11 O/S PRS DEC -1,000.00 12 PRTL PRS RECD SEPT 1,000.00 12 PRTL PRS RECD OCT 2,000.00 12 O/S PRS JAN -2,000.00 13 PRS RECD NOV 1,000.00 13 PRTL PRS RECD OCT 1,000.00 13 O/S PRS FEB -2,000.00 14 PRS RECD SEPT 1,000.00 14 PRS RECD DEC 1,000.00 14 PRS RECD JAN 2,000.00 14 O/S PRS MARCH -1,000.00 15 PRS RECD FEB 2,000.00 15 PRS RECD FEB 1,000.00 16 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 LOCATION RERUN PROGRESS ESTIMATE 11-SD-52-16.2/17.8 ----------------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SANTEE 1770 LA COSTA MEADOWS DRIVE FROM CUYAMACA STREET OVERHEAD TO SAN MARCOS, CA 92078 MAGNOLIA AVENUE UNDERCROSSING KP 26.1/28.6 FED. AID NO. STPL-6211(77) TO CONSTRUCT A FOUR LANE DIVIDED ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.500 6,250.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 792,000.00 21.000 37,800.00 293.000 527,400.00 03 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.048 2,880.00 0.666 39,960.00 04 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.019 9.50 0.766 383.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 8.0000 392,800.00 22,281.360 178,250.88 06 TEMPORARY SILT FENCE M 10.0000 53,100.00 1,586.960 15,869.60 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 33,300.00 1.000 3,700.00 17.000 62,900.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 65,000.00 1.000 6,500.00 14.840 96,460.00 09 TEMPORARY CHECK DAM M 13.0000 33,930.00 367.500 4,777.50 10 MOVE-IN/MOVE-OUT EA 250.0000 1,500.00 5.000 1,250.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 48,000.00 106.000 15,900.00 12 STREET SWEEPING LS 100,000.0000 100,000.00 0.048 4,800.00 0.666 66,600.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,700.0000 2,700.00 0.000 0.00 14 TEMPORARY HYDRAULIC MULCH M2 0.4000 72,400.00 130,011.000 52,004.40 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.017 170.00 0.833 8,330.00 16 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.048 4,800.00 0.666 66,600.00 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 0.143 1,716.00 1.998 23,976.00 18 TEMPORARY RAILING (TYPE K) M 90.0000 8,820.00 189.440 17,049.60 19 ABANDON CULVERT EA 1,000.0000 16,000.00 15.000 15,000.00 20 ABANDON INLET EA 1,000.0000 9,000.00 9.000 9,000.00 21 ABANDON MANHOLE EA 1,500.0000 9,000.00 4.000 6,000.00 22 ABANDON WATER M 18.0000 20,880.00 1,155.000 20,790.00 PROGRAM CAS145 PAGE 2 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON SEWER M 22.0000 15,840.00 373.000 8,206.00 24 REMOVE FENCE M 15.0000 26,250.00 992.480 14,887.20 25 REMOVE BARRICADE EA 73.0000 438.00 0.000 0.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 2,275.00 0.000 0.00 MARKING 27 REMOVE CHANNELIZERS EA 5.0000 125.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 125.0000 3,375.00 0.000 0.00 29 REMOVE SIGN OVERLAY M2 100.0000 1,500.00 0.000 0.00 30 REMOVE ASPHALT CONCRETE DIKE M 32.0000 736.00 0.000 0.00 31 REMOVE FIRE HYDRANT EA 900.0000 9,000.00 0.000 0.00 32 REMOVE SOUND WALL M 39.0000 9,750.00 35.700 1,392.30 241.400 9,414.60 33 REMOVE BASE AND SURFACING M3 27.0000 2,160.00 520.100 14,042.70 34 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 35 ADJUST INLET EA 1,800.0000 7,200.00 2.000 3,600.00 36 MODIFY SIGN STRUCTURE EA 2,000.0000 2,000.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,500.00 0.000 0.00 38 REMOVE CONCRETE M3 22.0000 13,420.00 460.052 10,121.14 39 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.800 96,000.00 40 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.048 960.00 0.666 13,320.00 41 ROADWAY EXCAVATION M3 17.0000 348,500.00 18,964.200 322,391.40 42 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 34,300.00 980.000 34,300.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 234,267.00 7,143.200 235,725.60 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 44.0000 77,000.00 1,750.000 77,000.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 367,675.00 214.700 7,514.50 9,958.700 348,554.50 F) 46 PERVIOUS BACKFILL MATERIAL (RETAINING M3 128.0000 92,416.00 696.200 89,113.60 F) WALL) 47 SAND BACKFILL M3 159.0000 27,030.00 121.250 19,278.75 48 EARTH RETAINING STRUCTURE, LOCATION A M2 490.0000 455,700.00 930.000 455,700.00 F) 49 EARTH RETAINING STRUCTURE, LOCATION B M2 490.0000 1,078,000.00 2,200.000 1,078,000.00 F) PROGRAM CAS145 PAGE 3 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE, LOCATION C M2 490.0000 1,744,400.00 3,560.000 1,744,400.00 F) 51 EARTH RETAINING STRUCTURE, LOCATION D M2 490.0000 480,200.00 980.000 480,200.00 F) 52 IMPORTED BORROW M3 3.1000 1,503,500.00 5,238.000 16,237.80 368,447.280 1,142,186.57 53 HIGHWAY PLANTING LS 73,000.0000 73,000.00 0.000 0.00 54 IMPORTED TOPSOIL M3 52.0000 30,160.00 0.000 0.00 55 EROSION CONTROL (BIOFILTRATION) M2 5.8000 11,600.00 0.000 0.00 56 EROSION CONTROL (TYPE D) M2 0.9500 96,900.00 0.000 0.00 57 FIBER ROLLS M 8.0000 78,400.00 0.000 0.00 58 DRAINAGE INLET PROTECTION EA 130.0000 4,160.00 0.000 0.00 59 CHECK DAM M 13.0000 11,310.00 0.000 0.00 60 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 61 IRRIGATION SYSTEM LS 138,000.0000 138,000.00 0.000 0.00 62 WATER METER EA 21,000.0000 42,000.00 1.000 21,000.00 2.000 42,000.00 63 200 MM CORRUGATED HIGH DENSITY M 214.0000 14,980.00 25.000 5,350.00 POLYETHYLENE PIPE CONDUIT 64 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 65 CLASS 4 AGGREGATE SUBBASE M3 33.0000 260,370.00 874.870 28,870.71 5,077.224 167,548.39 66 CLASS 2 AGGREGATE BASE M3 34.0000 496,400.00 424.000 14,416.00 10,073.677 342,505.02 67 HOT MIX ASPHALT TONN 94.0000 2,284,200.00 10,379.830 975,704.02 12,443.480 1,169,687.12 68 PLACE HOT MIX ASPHALT DIKE M 5.5000 9,350.00 67.000 368.50 69 PLACE HOT MIX ASPHALT M2 30.0000 3,900.00 0.000 0.00 (MISCELLANEOUS AREA) 70 FOG SEAL COAT (HMA) TONN 1,600.0000 24,000.00 0.000 0.00 71 TACK COAT TONN 1,300.0000 26,000.00 4.346 5,649.80 6.526 8,483.80 72 CONCRETE PAVEMENT M3 211.0000 2,088,900.00 0.000 0.00 73 SEAL PAVEMENT JOINT M 7.2500 94,975.00 0.000 0.00 74 SEAL LONGITUDINAL ISOLATION JOINT M 24.0000 1,656.00 0.000 0.00 75 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 22,750.00 92.950 23,237.50 PILING 76 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 1.000 90,000.00 PROGRAM CAS145 PAGE 4 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TIEDOWN ANCHOR EA 6,000.0000 48,000.00 5.000 30,000.00 5.000 30,000.00 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 175,500.00 610.000 183,000.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 560.0000 705,600.00 1,251.310 700,733.60 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 1,777,350.00 70.300 29,877.50 4,221.600 1,794,180.00 F) 81 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 574,000.00 272.200 95,270.00 1,189.200 416,220.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 133,000.00 190.000 133,000.00 F) (TYPE N) 83 CLASS 1 CONCRETE (RETAINING WALL) M3 425.0000 58,225.00 136.200 57,885.00 F) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 182,250.00 405.000 182,250.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 395,200.00 6.750 10,800.00 194.399 311,038.40 F) 86 MINOR CONCRETE (SOUND WALL) M3 720.0000 183,600.00 25.000 18,000.00 F) 87 MINOR CONCRETE (BACKFILL) M3 280.0000 17,640.00 65.474 18,332.72 88 ARCHITECHTURAL TREATMENT (GRID TEXTURE) M2 46.0000 128,892.00 2,531.000 116,426.00 F) 89 SOUND WALL (MASONRY BLOCK) M2 190.0000 818,900.00 1,780.000 338,200.00 F) 90 JOINT SEAL (MR 50 MM) M 275.0000 19,525.00 0.000 0.00 91 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 238,500.00 159,000.000 238,500.00 F) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 393,042.00 264,664.000 396,996.00 F) 93 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 91,469.00 52,268.000 91,469.00 F) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 69,240.00 0.000 0.00 F) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 11,540.00 0.000 0.00 F) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 697,380.00 0.000 0.00 F) 97 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 58,035.00 0.000 0.00 F) 98 INSTALL SIGN PANEL ON EXISTING M2 100.0000 2,900.00 0.000 0.00 F) STRUCTURE 99 FURNISH LAMINATED PANEL SIGN M2 150.0000 34,500.00 0.000 0.00 (25.4 MM-TYPE A) 00 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,420.00 0.000 0.00 (1.6 MM-UNFRAMED) 01 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 3,680.00 0.000 0.00 (2.0 MM-UNFRAMED) 02 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0.00 (1.6 MM-FRAMED) 03 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 43,200.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 45,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 05 1524 MM CAST-IN-DRILLED-HOLE M 3,700.0000 59,200.00 15.600 57,720.00 CONCRETE PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 125.0000 750.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 07 ROADSIDE SIGN - ONE POST EA 500.0000 18,000.00 0.000 0.00 08 ROADSIDE SIGN - TWO POST EA 1,000.0000 6,000.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,750.00 0.000 0.00 METHOD) 10 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 400.00 0.000 0.00 EXISTING POST 11 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 376,200.00 114.300 20,574.00 2,060.400 370,872.00 12 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 117,600.00 560.805 117,769.05 13 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 136,500.00 388.200 135,870.00 14 450 MM REINFORCED CONCRETE PIPE M 180.0000 27,000.00 143.374 25,807.32 15 600 MM REINFORCED CONCRETE PIPE M 270.0000 48,600.00 172.000 46,440.00 16 900 MM REINFORCED CONCRETE PIPE M 330.0000 21,780.00 66.000 21,780.00 17 1500 MM X 950 MM ELLIPTICAL M 950.0000 74,100.00 78.000 74,100.00 REINFORCED CONCRETE PIPE 18 750 MM BITUMINOUS COATED CORRUGATED M 450.0000 2,250.00 4.400 1,980.00 STEEL PIPE (2.77 MM THICK) 19 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 48,000.00 158.400 47,520.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 20 GRATED LINE DRAIN M 780.0000 7,020.00 0.000 0.00 21 250 MM POLYVINYL CHLORIDE PIPE M 230.0000 20,700.00 101.300 23,299.00 22 600 MM WELDED STEEL PIPE CASING M 1,100.0000 79,200.00 72.000 79,200.00 23 TELEVISED MAIN M 21.0000 1,512.00 0.000 0.00 24 100 MM BLOW-OFF ASEMBLY EA 6,000.0000 6,000.00 1.000 6,000.00 25 600 MM ALTERNATIVE FLARED END SECTION EA 480.0000 2,400.00 3.000 1,440.00 26 900 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 16,000.00 11.800 11,800.00 27 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 190.0000 17,100.00 78.550 14,924.50 28 CONCRETE (SLOPE PROTECTION, COLORED) M3 600.0000 234,000.00 308.000 184,800.00 29 ROCK SLOPE PROTECTION FABRIC M2 12.0000 2,640.00 195.000 2,340.00 PROGRAM CAS145 PAGE 6 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 110,000.00 149.561 82,258.55 CONSTRUCTION) 31 CONCRETE PAVER M2 196.0000 10,584.00 0.000 0.00 32 MINOR CONCRETE (GUTTER) M 100.0000 9,300.00 93.000 9,300.00 F) 33 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 135,000.00 0.000 0.00 34 MISCELLANEOUS IRON AND STEEL KG 3.5000 76,426.00 6,144.000 21,504.00 F) 35 CHAIN LINK FENCE (TYPE CL-1.8, M 53.0000 166,420.00 0.000 0.00 VINYL-CLAD) 36 3.6 M CHAIN LINK GATE EA 1,600.0000 9,600.00 0.000 0.00 (TYPE CL-1.8 VINYL-CLAD) 37 CONCRETE BARRIER MARKER EA 30.0000 960.00 0.000 0.00 38 DELINEATOR (CLASS 1) EA 75.0000 5,250.00 0.000 0.00 39 MILEPOST MARKER EA 100.0000 4,000.00 0.000 0.00 40 GUARD RAILING DELINEATOR EA 22.0000 462.00 0.000 0.00 41 METAL BEAM GUARD RAILING M 80.0000 8,800.00 0.000 0.00 42 CABLE RAILING M 50.0000 4,650.00 93.000 4,650.00 43 TRANSITION RAILING (TYPE WB) EA 3,600.0000 18,000.00 0.000 0.00 44 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 1,600.00 0.000 0.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 60R) M 610.0000 15,250.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60) M 160.0000 241,600.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 60A) M 160.0000 8,320.00 0.000 0.00 F) 49 CONCRETE BARRIER (TYPE 60C) M 200.0000 12,000.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60D) M 175.0000 57,750.00 0.000 0.00 51 CONCRETE BARRIER (TYPE 736R) M 285.0000 17,385.00 0.000 0.00 F) 52 CONCRETE BARRIER (TYPE 736A) M 240.0000 114,240.00 85.000 20,400.00 F) 53 CONCRETE BARRIER (TYPE 736 MODIFIED) M 240.0000 282,000.00 132.000 31,680.00 F) 54 CONCRETE BARRIER (TYPE 736A MODIFIED) M 370.0000 4,440.00 0.000 0.00 F) 55 CONCRETE BARRIER (TYPE 736P MOD) M 360.0000 252,000.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 736B) M 360.0000 90,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 5,100.00 0.000 0.00 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,617.00 0.000 0.00 59 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,910.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 105.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 288.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 62 PAINT TRAFFIC STRIPE (2-COAT) M 0.6200 7,502.00 0.000 0.00 63 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 2,172.00 0.000 0.00 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,070.00 0.000 0.00 65 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 66 SIGNAL AND LIGHTING (LOCATION 1) LS 155,000.0000 155,000.00 0.000 0.00 67 SIGNAL AND LIGHTING (LOCATION 2) LS 53,000.0000 53,000.00 0.000 0.00 68 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.143 25,025.00 69 SPRINKLER CONTROL CONDUIT (BRIDGE) M 55.0000 4,400.00 0.000 0.00 70 COMMUNICATION CONDUIT SYSTEM LS 185,000.0000 185,000.00 0.119 22,015.00 0.695 128,575.00 71 TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.176 5,632.00 72 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 10:27 AM ESTIMATE NO. 16 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,342,657.13 15,859,290.51 ADJUSTMENT OF COMPENSATION 9,600.00 15,448.31 EXTRA WORK 509,089.20 735,216.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,861,346.33 16,609,955.29 73 MOBILIZATION LS 2350,000.0000 2,350,000.00 1.000 2,350,000.00 ORIGINAL CONTRACT AMOUNT 27,549,289.00 TOTAL WORK COMPLETED 1,861,346.33 18,959,955.29 MATERIALS ON HAND ON SITE 124,461.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,862,346.33 19,084,416.70 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 12/30/08 690 03/02/09 01/14/09 12/22/10 293 43 0 0 66% 67% PROGRESS IS SATISFACTORY MOEN, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/10