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 01/21/10 EST. NO.18 TIME 03:21 PM R.E. NAME: SPECTOR, PETE 03-367824 --------------------------------------------------------------------------- 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 0028 80.82 E.W. @ F.A.(+) 110609 N 0284.0 0029 206.07 111209 N 0285.0 0030 144.64 111309 N 0286.0 002 0015 370.80 A.C. @ U.P.(+) 103109 N 0282.0 0016 264.80 113009 N 0292.0 004 0013 600.00 E.W. @ F.A.(+) 091509 N 0283.0 017 0018 330.45 E.W. @ F.A.(+) 101309 N 0256.1 0019 865.61 101709 N 0257.1 032 0001 3,048.10 A.C. @ L.S.(+) 011410 N 0297.0 039 0002 32,419.70 E.W. @ U.P (+) 011410 N 0298 0 054 0001 540.11 E.W. @ F.A.(+) 051209 N 0171.0 058 0001 46,475.88 A.C. @ L.S.(+) 011409 N 0299.0 061 0001 85,951.51 E.W. @ L.S.(+) 121709 N 9999 0 0002 68,823.06 A.C. @ L.S.(+) 121709 N 9998 0 070 0001 9,673.43 E.W. @ L.S.(+) 011410 N 0300.0 071 0001 4,121.24 E.W. @ L.S.(+) 011410 N 0301.0 072 0001 21,605.23 E.W. @ U.P (+) 112409 N 291 0 077 0002 34,778.25 E.W. @ L.S.(+) 011410 N 0303.0 080 0001 927.10 E.W. @ F.A.(+) 102109 N 0293.0 085 0001 907.22 E.W. @ F.A.(+) 110909 N 0287.0 091 0001 2,957.47 E.W. @ F.A.(+) 120309 N 0294.0 315,091.49 TOTAL THIS ESTIMATE 739,466.50 TOTAL PREVIOUS ESTIMATE 1,054,557.99 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 01/21/10 EST. NO.18 TIME 03:21 PM R.E. NAME: SPECTOR, PETE 03-367824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SURVEY RESTAKE -7,920.00 16 RETURN SURVEY RESTAK 7,920.00 17 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 13 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/08 -10,000.00 02 PER LTR DATED 10/08 -4,000.00 03 PER LTR DATED 11/08 -2,000.00 04 RETURN 10/08 DEDUCT 4,000.00 04 RETURN 9/08 DEDUCT 10,000.00 04 PER LTR DATED 12/08 -2,000.00 05 RETURN 11/08 DEDUCT 2,000.00 05 PER LTR DATED 1/09 -10,000.00 06 PER LTR DATED 2/09 -10,000.00 07 RETURN 12/08 DEDUCT 2,000.00 07 RTN 01/09 DEDUCT 10,000.00 08 PER LTR DATED 4/09 -4,000.00 09 PER LTR DATED 5/09 -10,000.00 10 RETURN 2/09 DEDUCT 10,000.00 10 PER LTR DATED 7/09 -10,000.00 12 RETURN 4/09 DEDUCT 4,000.00 12 RETURN 5/09 DEDUCT 10,000.00 12 PER LTR DATED 8/09 -10,000.00 13 PER LTR DATED 9/09 -10,000.00 14 PER LTR DATED 10/09 -10,000.00 15 RETURN 7/09 DEDUCT 10,000.00 15 RETURN DEDUCT 8/09 10,000.00 17 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 LOCATION PROGRESS ESTIMATE 03-PLA-80-0.0/5.1 ----------------- TEICHERT CONSTRUCTION IN SACRAMENTO AND PLACER COUNTIES P O BOX 15144 IN AND NEAR ROSEVILLE FROM 0.7 KM SACRAMENTO CA 95851 WEST OF SACRAMENTO/PLACER COUNTY LINE TO 1.6 KM EAST OF ROUTE 65 FED. AID NO. NCII-6203(24) ,PLN-6203(24) ,HPLU-6203(25) CONSTRUCT AUXILIARY AND HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.500 2,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,050,000.00 4.000 10,000.00 212.000 530,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 22.5000 32,850.00 1,057.100 23,784.75 04 TEMPORARY FENCE (TYPE ESA) M 9.8000 25,872.00 2,180.000 21,364.00 05 MIGRATORY BIRD AND BAT PROTECTION LS 2,700.0000 2,700.00 1.000 2,700.00 06 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 0.010 750.00 0.557 41,775.00 07 PREPARE STORM WATER POLLUTION LS 16,000.0000 16,000.00 0.004 64.00 0.702 11,232.00 S) PREVENTION PLAN 08 STABILIZED CONSTRUCTION ROADWAY LS 30,000.0000 30,000.00 0.010 300.00 0.505 15,150.00 09 TEMPORARY EROSION CONTROL BLANKET M2 10.5000 20,790.00 3,911.000 41,065.50 S) 10 TEMPORARY FIBER ROLL M 8.5000 6,375.00 2,012.000 17,102.00 11 TEMPORARY SILT FENCE M 10.5000 4,200.00 1,195.000 12,547.50 12 TEMPORARY GRAVEL BAG BERM M 50.0000 6,000.00 122.000 6,100.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 23,000.00 6.000 13,800.00 14 TEMPORARY COVER M2 4.5000 20,700.00 4,532.000 20,394.00 15 TEMPORARY CHECK DAM M 450.0000 5,400.00 15.000 6,750.00 16 MOVE-IN/MOVE-OUT EA 155.0000 465.00 1.000 155.00 S) (TEMPORARY EROSION CONTROL) 17 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 13,130.00 41.000 5,330.00 18 TEMPORARY HYDRAULIC MULCH M2 0.8000 4,000.00 10,100.000 8,080.00 S) (BONDED FIBER MATRIX) 19 STREET SWEEPING LS 300,000.0000 300,000.00 0.010 3,000.00 0.505 151,500.00 20 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 18,700.0000 18,700.00 0.250 4,675.00 0.750 14,025.00 21 CONSTRUCTION AREA SIGNS LS 10,700.0000 10,700.00 0.700 7,490.00 S) 22 TRAFFIC CONTROL SYSTEM LS 425,000.0000 425,000.00 0.010 4,250.00 0.505 214,625.00 S) PROGRAM CAS145 PAGE 2 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0500 18,060.00 3,233.500 3,395.18 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 380.00 16.000 608.00 S) 25 TRAFFIC PLASTIC DRUMS EA 45.0000 2,925.00 35.000 1,575.00 S) 26 TEMPORARY PAVEMENT MARKER EA 4.2000 40,656.00 8,821.000 37,048.20 27 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 2,400.00 0.000 0.00 S) 28 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.010 1,000.00 0.505 50,500.00 S) 29 TEMPORARY RAILING (TYPE K) M 42.0000 705,600.00 9,408.000 395,136.00 30 TEMPORARY CRASH CUSHION MODULE EA 200.0000 47,600.00 238.000 47,600.00 S) 31 TEMPORARY TRAFFIC SCREEN M 14.0000 97,160.00 0.000 0.00 32 ABANDON CULVERT EA 2,600.0000 2,600.00 1.000 2,600.00 33 OBLITERATE SURFACING M2 5.0000 2,200.00 400.000 2,000.00 34 REMOVE FENCE M 12.8000 17,152.00 1,095.800 14,026.24 35 REMOVE METAL BEAM GUARD RAILING M 18.0000 21,420.00 682.300 12,281.40 S) 36 REMOVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 37 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.7000 12,643.00 257.000 1,207.90 S) 38 REMOVE TRAFFIC STRIPE M 1.8500 33,115.00 4,462.700 8,256.00 S) 39 REMOVE ROADSIDE SIGN EA 51.5000 2,420.50 6.000 309.00 40 REMOVE SIGN STRUCTURE EA 8,240.0000 16,480.00 0.000 0.00 41 REMOVE SIGN OVERLAY EA 515.0000 515.00 1.000 515.00 42 REMOVE BRIDGE MOUNTED SIGN EA 3,090.0000 3,090.00 0.000 0.00 43 REMOVE ASPHALT CONCRETE DIKE M 8.0000 960.00 64.000 512.00 44 REMOVE CULVERT M 21.5000 17,200.00 190.060 4,086.29 45 REMOVE INLET EA 450.0000 13,500.00 12.000 5,400.00 46 REMOVE HEADWALL EA 1,400.0000 1,400.00 1.000 1,400.00 47 REMOVE RETAINING WALL M 78.0000 28,080.00 360.000 28,080.00 48 REMOVE ASPHALT CONCRETE SURFACING M2 12.5000 61,550.00 0.000 0.00 49 SALVAGE ROADSIDE SIGN EA 330.0000 660.00 0.000 0.00 (BARRIER MOUNTED) PROGRAM CAS145 PAGE 3 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 4,600.00 0.000 0.00 S) 51 RESET ROADSIDE SIGN EA 230.0000 2,300.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN EA 230.0000 1,380.00 5.000 1,150.00 53 RELOCATE ROADSIDE SIGN EA 520.0000 3,640.00 2.000 1,040.00 (BARRIER MOUNTED) 54 RELOCATE SIGN STRUCTURE EA 6,180.0000 6,180.00 1.000 6,180.00 55 ADJUST INLET EA 1,700.0000 5,100.00 2.000 3,400.00 56 MODIFY SIGN STRUCTURE EA 3,100.0000 6,200.00 0.000 0.00 S) (SAFETY CABLE RETROFIT) 57 CLEANING, PREPARATION OF EXISTING PIPE M 155.0000 8,525.00 0.000 0.00 AND PRELIMINARY INSPECTION 58 CURED-IN PLACE PIPE LINER M 600.0000 33,000.00 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 288,000.00 6,973.000 13,946.00 S) 60 REMOVE CONCRETE (CURB AND GUTTER) M 60.0000 2,520.00 42.000 2,520.00 61 REMOVE CONCRETE BARRIER M 38.0000 155,420.00 100.000 3,800.00 62 REMOVE UNSOUND CONCRETE M3 8,000.0000 8,000.00 0.000 0.00 63 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.1500 8,549.00 0.000 0.00 64 CLEAN BRIDGE DECK M2 2.1000 6,014.40 0.000 0.00 65 REMOVE SOUND WALL M 44.0000 4,400.00 100.000 4,400.00 66 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 0.000 0.00 69 ASBESTOS CONTAINING MATERIALS REMOVAL LS 5,200.0000 5,200.00 0.010 52.00 0.505 2,626.00 70 SALVAGE CRASH CUSHION EA 720.0000 720.00 1.000 720.00 71 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 72 ROADWAY EXCAVATION M3 20.0000 1,188,000.00 50,543.000 1,010,860.00 73 EXCAVATION DEWATERING M3 1,200.0000 2,400.00 0.000 0.00 74 CONTAMINATED EXCAVATION DEWATERING M3 1,700.0000 3,400.00 0.000 0.00 75 LEAD COMPLIANCE PLAN LS 4,800.0000 4,800.00 0.750 3,600.00 76 ASBESTOS COMPLIANCE PLAN LS 3,100.0000 3,100.00 1.000 3,100.00 PROGRAM CAS145 PAGE 4 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (BRIDGE) M3 73.0000 15,111.00 207.000 15,111.00 F) 78 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 292,880.00 6,463.200 258,528.00 F) 79 STRUCTURE EXCAVATION (TIEBACK WALL) M3 47.0000 59,690.00 1,270.010 59,690.47 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 115.0000 15,640.00 136.000 15,640.00 F) 81 STRUCTURE BACKFILL (RETAINING WALL) M3 41.0000 238,989.00 3,955.820 162,188.62 F) 82 STRUCTURE BACKFILL (TIEBACK WALL) M3 57.0000 9,291.00 49.000 2,793.00 F) 83 PERVIOUS BACKFILL MATERIAL M3 180.0000 720.00 4.000 720.00 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 73.0000 90,885.00 1,195.000 87,235.00 F) WALL) 85 ROCK DOWEL ASSEMBLY M 137.0000 244,819.00 1,833.800 251,230.60 SF) 86 SUBGRADE ENHANCEMENT FABRIC M2 30.0000 2,250.00 75.000 2,250.00 75.000 2,250.00 87 HIGHWAY PLANTING LS 125,000.0000 125,000.00 0.000 0.00 S) 88 ROCK BLANKET M2 76.0000 212,040.00 2,789.000 211,964.00 S) 89 EROSION CONTROL (TYPE D) M2 0.8200 20,172.00 17,599.000 14,431.18 S) 90 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 900.00 3.000 900.00 S) 91 PLANT ESTABLISHMENT WORK LS 82,000.0000 82,000.00 0.000 0.00 S) 92 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,800.0000 5,800.00 0.030 174.00 0.530 3,074.00 S) 93 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.160 32,000.00 S) 94 EXTEND 200 MM CONDUIT M 155.0000 2,635.00 17.000 2,635.00 S) 95 EXTEND 250 MM CONDUIT M 160.0000 2,400.00 3.000 480.00 S) 96 CLASS 2 AGGREGATE BASE M3 43.0000 1,702,800.00 15,215.000 654,245.00 97 HOT MIX ASPHALT (TEXTURED PAVING) M2 90.0000 85,500.00 125.600 11,304.00 98 HOT MIX ASPHALT TONN 70.0000 3,038,000.00 24,433.520 1,710,346.40 99 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 100.0000 1,720,000.00 0.000 0.00 00 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 11.5000 3,450.00 170.000 1,955.00 01 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 11.5000 839.50 0.000 0.00 02 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 11.5000 9,775.00 154.800 1,780.20 03 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 11.5000 11,040.00 580.600 6,676.90 580.600 6,676.90 PROGRAM CAS145 PAGE 5 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PLACE HOT MIX ASPHALT M2 48.0000 45,600.00 15.000 720.00 (MISCELLANEOUS AREA) 05 REPLACE CONCRETE PAVEMENT M3 1,100.0000 1,221,000.00 247.000 271,700.00 1,029.120 1,132,032.00 (RAPID STRENGTH CONCRETE) 06 REPAIR SPALLED JOINTS M2 1,100.0000 110,000.00 0.000 0.00 07 GRIND CONCRETE PAVEMENT M2 25.8000 116,616.00 4,412.780 113,849.72 S) 08 FURNISH STEEL PILING (HP 250 X 85) M 126.0000 59,724.00 444.000 55,944.00 09 DRIVE STEEL PILE (HP 250 X 85) EA 3,100.0000 89,900.00 29.000 89,900.00 S) 10 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 45,000.00 145.000 43,500.00 S) PILING (SOUND WALL) 11 TIEBACK ANCHOR EA 2,450.0000 617,400.00 252.000 617,400.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 970.0000 17,460.00 18.000 17,460.00 F) 13 STRUCTURAL CONCRETE, BRIDGE M3 1,275.0000 244,800.00 191.960 244,749.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 1,971,750.00 159.700 119,775.00 2,505.500 1,879,125.00 F) 15 MINOR CONCRETE (MINOR STRUCTURE) M3 1,225.0000 166,600.00 77.840 95,354.00 F) 16 ARCHITECTURAL TREATMENT (DRY STACK) M2 75.0000 306,525.00 3,259.400 244,455.00 F) 17 DRILL AND BOND DOWEL M 180.0000 2,160.00 12.000 2,160.00 18 CLEAN EXPANSION JOINT M 105.0000 22,260.00 0.000 0.00 19 RAPID SETTING CONCRETE (PATCH) M3 3,100.0000 3,100.00 0.000 0.00 20 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 315,000.00 0.000 0.00 21 PLACE POLYESTER CONCRETE OVERLAY M2 36.1000 83,066.10 0.000 0.00 F) 22 SOUND WALL (MASONRY BLOCK) M2 250.0000 310,750.00 1,243.000 310,750.00 F) 23 JOINT SEAL (MR 30 MM) M 105.0000 23,625.00 0.000 0.00 S) 24 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 93,600.00 36,000.000 93,600.00 F) 25 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6000 512,348.20 189,563.500 492,865.10 F) 26 SHOTCRETE M3 720.0000 416,160.00 585.580 421,617.60 F) 27 TREAT BRIDGE DECK M2 6.2000 17,756.80 0.000 0.00 F) 28 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.6000 26,780.00 0.000 0.00 29 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.5000 40,252.00 0.000 0.00 WITH WALKWAY) 30 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.2500 11,798.00 0.000 0.00 S) WITH WALKWAY) PROGRAM CAS145 PAGE 6 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH SIGN STRUCTURE (TRUSS) KG 10.2500 603,048.50 9,735.000 99,783.75 F) 32 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 46,650.40 9,735.000 7,788.00 SF) 33 FURNISH LAMINATED PANEL SIGN M2 155.0000 41,850.00 18.000 2,790.00 18.000 2,790.00 (25.4 MM-TYPE A) 34 FURNISH LAMINATED PANEL SIGN M2 155.0000 1,860.00 0.000 0.00 (25.4 MM-TYPE B) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,210.00 1.760 237.60 (1.6 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 7,105.00 0.000 0.00 (2.0 MM-UNFRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 580.00 0.000 0.00 (1.6 MM-FRAMED) 38 FURNISH SINGLE SHEET ALUMINUM SIGN M2 155.0000 2,480.00 0.000 0.00 (2.0 MM-FRAMED) 39 1372 MM CAST-IN-DRILLED-HOLE M 11,800.0000 153,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 40 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 112,500.00 14.600 36,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 41 ROADSIDE SIGN (BARRIER MOUNTED) EA 410.0000 4,100.00 0.000 0.00 42 ROADSIDE SIGN KG 52.0000 8,320.00 0.000 0.00 (TYPE 736A, BARRIER MOUNTED) 43 ROADSIDE SIGN - ONE POST EA 288.0000 6,048.00 2.000 576.00 44 ROADSIDE SIGN - TWO POST EA 680.0000 7,480.00 0.000 0.00 45 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,700.00 0.000 0.00 METHOD) 46 INSTALL SIGN OVERLAY EA 525.0000 525.00 2.000 1,050.00 S) 47 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 7,520.00 0.000 0.00 48 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 266,600.00 234.300 36,316.50 1,072.900 166,299.50 49 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 396,000.00 951.400 228,336.00 1,635.000 392,400.00 50 750 MM ALTERNATIVE PIPE CULVERT M 480.0000 62,400.00 107.400 51,552.00 129.400 62,112.00 51 900 MM ALTERNATIVE PIPE CULVERT M 2,400.0000 1,680.00 0.700 1,680.00 0.700 1,680.00 52 600 MM REINFORCED CONCRETE PIPE M 310.0000 3,720.00 11.500 3,565.00 53 450 MM CORRUGATED STEEL PIPE M 440.0000 3,168.00 5.300 2,332.00 6.900 3,036.00 (1.63 MM THICK) 54 600 MM CORRUGATED STEEL PIPE M 880.0000 1,848.00 2.100 1,848.00 (1.63 MM THICK) 55 DRAINAGE INLET MARKER EA 26.0000 2,626.00 0.000 0.00 56 1100 MM CORRUGATED STEEL PIPE INLET M 840.0000 3,360.00 3.630 3,049.20 (1.63 MM THICK) 57 GRATED LINE DRAIN M 275.0000 134,750.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE FLARED END SECTION EA 480.0000 1,920.00 4.000 1,920.00 59 600 MM ALTERNATIVE FLARED END SECTION EA 520.0000 1,040.00 1.000 520.00 60 750 MM ALTERNATIVE FLARED END SECTION EA 660.0000 1,320.00 2.000 1,320.00 61 CLASS 4 CONCRETE (BACKFILL) M3 160.0000 36,800.00 172.380 27,580.80 62 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 5,000.00 12.280 2,456.00 63 ROCK SLOPE PROTECTION M3 150.0000 2,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 64 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 1,950.00 15.700 2,355.00 65 SLOPE PAVING (COBBLESTONE) M2 65.0000 69,810.00 0.000 0.00 F) 66 SLOPE PAVING (CONCRETE) M3 1,000.0000 223,000.00 95.000 95,000.00 F) 67 ROCK SLOPE PROTECTION FABRIC M2 3.0000 600.00 112.600 337.80 199.250 597.75 68 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 11.000 7,700.00 139.500 97,650.00 CONSTRUCTION) 69 MINOR CONCRETE (GUTTER) M 78.0000 67,782.00 241.000 18,798.00 597.100 46,573.80 F) 70 MINOR CONCRETE (TEXTURED PAVING) M2 90.0000 131,400.00 117.000 10,530.00 71 MISCELLANEOUS IRON AND STEEL KG 2.7500 54,532.50 10,544.000 28,996.00 SF) 72 FENCE (TYPE BW, 4-STRAND, METAL POST) M 50.0000 2,350.00 0.000 0.00 S) 73 CHAIN LINK FENCE (TYPE CL-1.8) M 60.5000 84,700.00 0.000 0.00 S) 74 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 670.0000 670.00 0.000 0.00 S) 75 CONCRETE BARRIER DELINEATOR (400 MM) EA 36.0000 144.00 0.000 0.00 76 DELINEATOR (CLASS 1) EA 42.0000 3,822.00 0.000 0.00 77 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 80.0000 480.00 0.000 0.00 S) 78 HIGHWAY POST MARKER EA 50.0000 1,200.00 0.000 0.00 79 OBJECT MARKER (TYPE L-1) EA 50.0000 600.00 0.000 0.00 80 METAL BEAM GUARD RAILING (WOOD POST) M 67.0000 94,470.00 580.600 38,900.20 656.700 43,998.90 S) 81 VEGETATION CONTROL (MINOR CONCRETE) M2 72.0000 135,360.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 25) M 350.0000 22,050.00 56.700 19,845.00 F) 83 CABLE RAILING M 34.2500 28,804.25 239.700 8,209.73 F) 84 TRANSITION RAILING (TYPE WB) EA 3,400.0000 40,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 END ANCHOR ASSEMBLY (TYPE SFT) EA 670.0000 4,020.00 2.000 1,340.00 S) 86 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 16,500.00 0.000 0.00 S) 87 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,550.0000 22,950.00 2.000 5,100.00 S) 88 CRASH CUSHION, SAND FILLED EA 3,800.0000 3,800.00 1.000 3,800.00 1.000 3,800.00 S) 89 CONCRETE BARRIER (TYPE 60) M 145.0000 359,600.00 0.000 0.00 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60C) M 170.0000 122,400.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 24,400.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60D) M 124.0000 140,368.00 162.900 20,199.60 F) 94 CONCRETE BARRIER (TYPE 60E) M 650.0000 208,000.00 0.000 0.00 95 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 732 MODIFIED) M 84.0000 5,292.00 56.700 4,762.80 F) 97 CONCRETE BARRIER (TYPE 736A) M 85.0000 68,850.00 522.000 44,370.00 98 CONCRETE BARRIER (TYPE 736A MODIFIED) M 105.0000 18,900.00 168.300 17,671.50 99 CONCRETE BARRIER (TYPE 736B) M 105.0000 36,750.00 193.900 20,359.50 00 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 5,760.00 0.000 0.00 S) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5500 42,005.00 0.000 0.00 S) 02 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1000 9,517.00 0.000 0.00 S) 03 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1000 6,789.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5500 63,550.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 05 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5500 2,356.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1500 24,977.50 128.000 659.20 S) 07 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,300.0000 10,300.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 08 LIGHTING (TEMPORARY) LS 22,000.0000 22,000.00 0.500 11,000.00 S) 09 CHANGEABLE MESSAGE SIGN SYSTEM LS 23,000.0000 23,000.00 0.660 15,180.00 S) 10 MODIFY TRAFFIC MONITORING STATION LS 77,000.0000 77,000.00 0.560 43,120.00 S) (COUNT) 11 TRAFFIC MONITORING STATION LS 99,000.0000 99,000.00 0.404 39,996.00 S) PROGRAM CAS145 PAGE 9 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 GPRS MODEM AND ACCESSORIES EA 1,500.0000 3,000.00 2.000 3,000.00 S) 13 MODIFY RAMP METERING SYSTEM LS 201,000.0000 201,000.00 0.163 32,763.00 S) 14 MODIFY LIGHTING AND SIGN ILLUMINATION LS 495,000.0000 495,000.00 0.634 313,830.00 S) 15 FIBER OPTIC SYSTEM LS 532,000.0000 532,000.00 0.323 171,836.00 S) 16 TRAINING LS 3,100.0000 3,100.00 0.000 0.00 S) 17 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 01/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-367824 TIME 03:21 PM ESTIMATE NO. 18 BID OPENING 04/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: SPECTOR, PETE DATE OF THIS ESTIMATE 01/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 817,209.40 14,248,763.38 ADJUSTMENT OF COMPENSATION 118,982.64 146,234.13 EXTRA WORK 196,108.85 908,323.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,132,300.89 15,303,321.37 18 MOBILIZATION LS 1500,000.0000 1,500,000.00 1.000 1,500,000.00 ORIGINAL CONTRACT AMOUNT 27,471,772.65 TOTAL WORK COMPLETED 1,132,300.89 16,803,321.37 MATERIALS ON HAND ON SITE 600,444.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 1,132,300.89 17,373,765.99 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 05/22/08 670 08/04/08 07/16/08 01/17/11 212 164 0 0 59% 32% PROGRESS IS SATISFACTORY SPECTOR, PETE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/10