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 12/21/10 EST. NO.09 TIME 11:02 AM R.E. NAME: SILVA, RICK 05-0G0304 --------------------------------------------------------------------------- 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 0027 577.36 E.W. @ F.A.(+) 100710 N 0410 0 0029 582.98 100110 N 0408 0 002 0002 1,562.00 E.W. @ F.A.(+) 100510 N 374143 006 0010 929.03 E.W. @ F.A.(+) 071610 N 374122 0012 1,722.60 071510 N 374127 0014 5,254.00 071410 N 374129 0014-1 -5,254.00 071410 N 374129 DAO CORRECTING ENTRY 0014-2 1,206.00 071410 N 374129 DAO CORRECTING ENTRY 0015 858.19 071410 N 374141 7,438.16 TOTAL THIS ESTIMATE 424,350.13 TOTAL PREVIOUS ESTIMATE 431,788.29 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 12/21/10 EST. NO.09 TIME 11:02 AM R.E. NAME: SILVA, RICK 05-0G0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 07 MISS PAYROLLS -10,000.00 08 MISS PAYROLLS -1,500.00 09 -1,500.00 -12,500.00 TOTAL DEDUCTIONS -1,500.00 -12,500.00 PROGRAM CAS145 PAGE 1 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 LOCATION PROGRESS ESTIMATE 05-SLO-101-35.7/46.3 ----------------- PAPICH CONSTRUCTION COMPANY IN SAN LUIS OBISPO COUNTY IN AND INC NEAR ATASCADERO FROM CUESTA GRADE P O BOX 2210 OVERHEAD TO 0.2 MI SOUTH OF 101/41 PISMO BEACH CA 93448 SEPARATION FED. AID NO. SARR-Q101(159)N ,A-Q101(159)N HIGHWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 14,900.0000 14,900.00 0.250 3,725.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,306.0000 1,014,640.00 11.000 25,366.00 154.000 355,124.00 04 TEMPORARY FENCE (TYPE ESA) LF 4.1000 30,996.00 3,071.000 12,591.10 05 CONSTRUCTION SITE MANAGEMENT LS 153,000.0000 153,000.00 0.016 2,448.00 0.222 33,966.00 06 PREPARE STORM WATER POLLUTION LS 1,250.0000 1,250.00 0.007 8.75 0.589 736.25 PREVENTION PLAN 07 TEMPORARY MULCH SQYD 13.2500 1,325.00 0.000 0.00 08 TEMPORARY FIBER ROLL LF 3.1000 3,100.00 2,037.500 6,316.25 09 TEMPORARY SILT FENCE LF 2.7000 1,620.00 575.000 1,552.50 10 TEMPORARY GRAVEL BAG BERM LF 15.7000 1,570.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,160.0000 4,320.00 2.000 4,320.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,275.0000 6,550.00 1.000 3,275.00 13 TEMPORARY COVER SQYD 5.1000 5,100.00 0.000 0.00 14 TEMPORARY CHECK DAM LF 3.1000 1,240.00 51.000 158.10 15 MOVE-IN/MOVE-OUT EA 260.0000 1,300.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 4,800.00 0.000 0.00 17 TEMPORARY HYDRAULIC MULCH SQYD 6.0000 900.00 0.000 0.00 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 114,000.0000 114,000.00 0.016 1,824.00 0.222 25,308.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 0.016 96.00 0.222 1,332.00 20 CONSTRUCTION AREA SIGNS LS 14,500.0000 14,500.00 0.700 10,150.00 21 TRAFFIC CONTROL SYSTEM LS 784,000.0000 784,000.00 0.016 12,544.00 0.222 174,048.00 22 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 4,400.00 10,059.000 2,011.80 PROGRAM CAS145 PAGE 2 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 33.5000 4,355.00 39.500 1,323.25 24 TEMPORARY PAVEMENT MARKER EA 4.2000 672.00 56.000 235.20 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,800.0000 13,800.00 0.016 220.80 0.222 3,063.60 26 TEMPORARY RAILING (TYPE K) LF 16.7500 76,715.00 2,880.000 48,240.00 27 TEMPORARY CRASH CUSHION MODULE EA 156.0000 21,840.00 84.000 13,104.00 28 TEMPORARY CRASH CUSHION EA 4,185.0000 25,110.00 6.000 25,110.00 (ABSORB 350 9 ELEMENT SYSTEM) 29 REMOVE METAL BEAM GUARD RAILING LF 6.8000 47,600.00 212.500 1,445.00 840.500 5,715.40 30 REMOVE FLARED END SECTION EA 340.0000 340.00 1.000 340.00 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 9,620.00 7,177.000 1,866.02 32 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 6,552.00 0.000 0.00 33 REMOVE PAVEMENT MARKER EA 0.8400 12,516.00 7,304.000 6,135.36 34 REMOVE ROADSIDE SIGN EA 52.3000 1,935.10 0.000 0.00 35 REMOVE ROADSIDE SIGN PANEL EA 26.0000 52.00 0.000 0.00 36 REMOVE ASPHALT CONCRETE DIKE LF 0.9500 63,080.00 8,299.000 7,884.05 38,750.000 36,812.50 37 REMOVE CULVERT LF 51.5000 35,535.00 600.000 30,900.00 38 REMOVE INLET EA 645.0000 5,160.00 8.000 5,160.00 39 REMOVE HEADWALL EA 1,870.0000 13,090.00 4.000 7,480.00 40 REMOVE WINGWALL EA 3,700.0000 29,600.00 8.000 29,600.00 41 SALVAGE METAL BRIDGE RAILING LF 14.6500 12,086.25 623.000 9,126.95 42 RECONSTRUCT THRIE BEAM BARRIER LF 20.0000 16,000.00 0.000 0.00 43 RECONSTRUCT METAL BEAM GUARD RAILING LF 14.6500 199,240.00 0.000 0.00 44 RECONSTRUCT METAL BEAM GUARD RAILING LF 23.0000 1,702.00 0.000 0.00 (7' POST) 45 RELAY CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050.00 46 ADJUST INLET EA 1,350.0000 117,450.00 1.000 1,350.00 47 ADJUST UTILITY COVER TO GRADE EA 1,260.0000 15,120.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 247,500.00 14,555.000 65,497.50 35,307.500 158,883.75 49 REMOVE CONCRETE CY 282.0000 5,358.00 7.400 2,086.80 PROGRAM CAS145 PAGE 3 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CURB AND GUTTER) LF 32.5000 161,200.00 305.000 9,912.50 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 33,475.0000 33,475.00 0.000 0.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 52,300.0000 52,300.00 1.000 52,300.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 26,150.0000 26,150.00 0.500 13,075.00 54 CLEARING AND GRUBBING LS 102,125.0000 102,125.00 0.400 40,850.00 55 ROADWAY EXCAVATION CY 31.6000 91,640.00 610.300 19,285.48 3,908.600 123,511.76 56 ROADWAY EXCAVATION (TYPE Z-2) CY 98.5000 64,025.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 57 LEAD COMPLIANCE PLAN LS 4,400.0000 4,400.00 1.000 4,400.00 58 STRUCTURE EXCAVATION (BRIDGE) CY 190.0000 80,750.00 26.590 5,052.10 F) 59 STRUCTURE BACKFILL (BRIDGE) CY 260.0000 41,860.00 4.690 1,219.40 4.690 1,219.40 F) 60 IMPORTED BORROW CY 21.0000 241,500.00 2,640.000 55,440.00 4,220.000 88,620.00 61 IMPORTED MATERIAL (SHOULDER BACKING) TON 13.7500 124,025.00 98.990 1,361.11 62 HIGHWAY PLANTING LS 82,000.0000 82,000.00 0.150 12,300.00 63 FIBER ROLLS LF 2.6500 2,703.00 396.500 1,050.73 64 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 210.0000 2,100.00 0.000 0.00 65 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2500 3,175.00 0.000 0.00 (SQFT) 66 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,350.0000 43,500.00 0.150 652.50 0.430 1,870.50 67 ROLLED EROSION CONTROL PRODUCT SQFT 1.0900 2,953.90 2,460.000 2,681.40 2,460.000 2,681.40 (NETTING) 68 PLANT (GROUP W) EA 5.2500 1,575.00 0.000 0.00 69 WILD FLOWER SEEDING (SQYD) SQYD 3.4500 6,210.00 0.000 0.00 70 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0.00 71 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 72 3" SUPPLY LINE (BRIDGE) LF 50.0000 24,200.00 0.000 0.00 F) 73 WATER METER EA 525.0000 1,050.00 0.000 0.00 74 10" CORRUGATED HIGH DENSITY LF 71.0000 9,940.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 75 CLASS 2 AGGREGATE BASE CY 56.5000 196,620.00 84.200 4,757.30 2,067.000 116,785.50 76 AGGREGATE BASE (APPROACH SLAB) CY 44.5000 2,447.50 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT TON 61.0000 4,209,000.00 1,614.790 98,502.19 32,676.200 1,993,248.20 78 HOT MIX ASPHALT (LEVELING) TON 60.3500 1,840,675.00 16,374.850 988,222.20 79 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.1400 4,273,396.00 9,564.600 795,200.84 21,447.000 1,783,103.58 80 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 625.0000 206,250.00 -25.750 -16,093.75 156.520 97,825.00 PAVEMENT INTERLAYER) 81 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.5200 158,080.00 142,807.200 74,259.74 82 RUMBLE STRIP STA 16.6000 20,916.00 0.000 0.00 83 DATA CORE LS 33,890.0000 33,890.00 0.000 0.00 84 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 40,800.00 0.000 0.00 85 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,320.00 0.000 0.00 86 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 8,620.00 0.000 0.00 87 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 16,200.00 0.000 0.00 88 PLACE HOT MIX ASPHALT SQYD 22.0000 24,200.00 0.000 0.00 (MISCELLANEOUS AREA) 89 PLACE RUBBERIZED HOT MIX ASPHALT SQYD 16.7500 68,675.00 0.000 0.00 (MISCELLANEOUS AREA) 90 TACK COAT TON 710.0000 276,900.00 46.090 32,723.90 127.670 90,645.70 91 REPLACE CONCRETE PAVEMENT CY 386.0000 3,524,180.00 453.100 174,896.60 (RAPID STRENGTH CONCRETE) 92 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.9000 193,500.00 23,629.000 21,266.10 128,173.000 115,355.70 93 GRIND EXISTING CONCRETE SQYD 2.3500 19,928.00 0.000 0.00 PAVEMENT 94 FURNISH STEEL PILING (HP 10 X 42) LF 17.8000 4,272.00 0.000 0.00 95 DRIVE STEEL PILE (HP 10 X 42) EA 2,150.0000 17,200.00 0.000 0.00 96 FURNISH STEEL PILING (HP 10 X 57) LF 26.2500 6,562.50 0.000 0.00 97 DRIVE STEEL PILE (HP 10 X 57) EA 2,150.0000 38,700.00 0.000 0.00 98 FURNISH PILING (CLASS 90) LF 33.5000 25,962.50 0.000 0.00 (ALTERNATIVE W) 99 DRIVE PILE (CLASS 90) EA 2,150.0000 51,600.00 0.000 0.00 (ALTERNATIVE W) 00 FURNISH PILING (CLASS 140) LF 47.0000 15,275.00 0.000 0.00 (ALTERNATIVE W) 01 DRIVE PILE (CLASS 140) EA 2,150.0000 34,400.00 0.000 0.00 (ALTERNATIVE W) 02 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 950.0000 76,000.00 0.000 0.00 F) 03 STRUCTURAL CONCRETE, BRIDGE CY 1,350.0000 567,000.00 31.150 42,052.50 36.150 48,802.50 F) PROGRAM CAS145 PAGE 5 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 111,760.00 0.000 0.00 F) (TYPE N) 05 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 378,400.00 0.000 0.00 (TYPE R) 06 STRUCTURAL CONCRETE, BOX CULVERT CY 2,000.0000 132,000.00 66.000 132,000.00 F) 07 STRUCTURAL CONCRETE, WINGWALL CY 625.0000 53,750.00 86.000 53,750.00 F) 08 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 52,800.00 25.900 41,440.00 F) 09 MINOR CONCRETE (BACKFILL) CY 245.0000 13,230.00 57.600 14,112.00 10 PAVING NOTCH EXTENSION CF 82.0000 26,814.00 0.000 0.00 11 ARCHITECTURAL TEXTURE SQFT 8.0000 27,200.00 1,327.260 10,618.08 1,327.260 10,618.08 F) (USED BRICK TEXTURE) 12 ARCHITECTURAL TEXTURE SQFT 19.5000 16,672.50 143.000 2,788.50 143.000 2,788.50 F) (NATURAL LIMESTONE TEXTURE) 13 ANTI-GRAFFITI COATING SQFT 1.1500 5,865.00 0.000 0.00 F) 14 INSTALL COMMUNITY IDENTIFIER EA 1,800.0000 3,600.00 0.000 0.00 15 DRILL AND BOND DOWEL LF 21.0000 37,485.00 30.000 630.00 798.250 16,763.25 16 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.5000 1,890.00 75.000 7,087.50 17 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,750.0000 46,000.00 0.000 0.00 GIRDER (40'-50') 18 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 0.000 0.00 GIRDER (60'-70') 19 ERECT PRECAST PRESTRESSED CONCRETE EA 1,550.0000 15,500.00 0.000 0.00 GIRDER 20 REFINISH BRIDGE DECK SQFT 14.7500 13,791.25 57.470 847.68 21 JOINT SEAL (MR 1/2") LF 41.5000 12,948.00 0.000 0.00 22 JOINT SEAL (MR 1") LF 47.0000 17,249.00 0.000 0.00 23 BAR REINFORCING STEEL LB 1.0000 17,600.00 17,569.000 17,569.00 F) 24 BAR REINFORCING STEEL (BRIDGE) LB 1.1400 123,154.20 1,347.000 1,535.58 5,229.470 5,961.60 F) 25 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 14.0000 20,020.00 0.000 0.00 26 FURNISH LAMINATED PANEL SIGN SQFT 15.5000 16,430.00 0.000 0.00 (2 1/2"-TYPE B) 27 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.1000 1,134.00 0.000 0.00 (0.063"-UNFRAMED) 28 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7500 2,275.00 0.000 0.00 (0.080"-FRAMED) 29 ROADSIDE SIGN - ONE POST EA 185.0000 3,145.00 0.000 0.00 30 ROADSIDE SIGN - TWO POST EA 420.0000 2,100.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL ROADSIDE SIGN PANEL ON EA 105.0000 210.00 0.000 0.00 EXISTING POST 32 INSTALL ROADSIDE SIGN EA 850.0000 17,850.00 0.000 0.00 (LAMINATED WOOD BOX POST) 33 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 14,000.0000 14,000.00 0.000 0.00 34 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 75,500.0000 75,500.00 0.000 0.00 35 SPOT BLAST CLEAN SQFT 100.0000 2,000.00 0.000 0.00 36 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 150.0000 49,500.00 0.000 0.00 37 WORK AREA MONITORING LS 2,000.0000 2,000.00 0.000 0.00 38 PREPARE AND PAINT CONCRETE SQFT 6.2500 46,250.00 0.000 0.00 39 18" REINFORCED CONCRETE PIPE LF 120.0000 44,400.00 312.000 37,440.00 40 24" REINFORCED CONCRETE PIPE LF 155.0000 122,450.00 704.000 109,120.00 41 30" REINFORCED CONCRETE PIPE LF 290.0000 26,970.00 98.500 28,565.00 42 8" CORRUGATED STEEL PIPE (.079" THICK) LF 225.0000 9,450.00 20.000 4,500.00 43 12" CORRUGATED STEEL PIPE (.079" THICK) LF 66.0000 52,140.00 0.000 0.00 44 18" CORRUGATED STEEL PIPE (.064" THICK) LF 115.0000 8,050.00 0.000 0.00 45 36" CORRUGATED STEEL PIPE (.138" THICK) LF 550.0000 4,950.00 0.000 0.00 46 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 28.0000 308.00 0.000 0.00 47 2 1/2" PLASTIC PIPE LF 26.0000 286.00 0.000 0.00 48 8" ENTRANCE TAPER EA 720.0000 720.00 1.000 720.00 49 12" ENTRANCE TAPER EA 760.0000 23,560.00 0.000 0.00 50 12" ANCHOR ASSEMBLY EA 420.0000 15,540.00 0.000 0.00 51 18" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 52 24" CONCRETE FLARED END SECTION EA 1,050.0000 5,250.00 2.000 2,100.00 53 30" CONCRETE FLARED END SECTION EA 735.0000 735.00 1.000 735.00 54 ROCK SLOPE PROTECTION (1/2T, METHOD A) CY 33.5000 7,705.00 233.000 7,805.50 55 ROCK SLOPE PROTECTION CY 64.0000 21,760.00 114.200 7,308.80 (FACING, METHOD B) 56 ROCK SLOPE PROTECTION CY 128.0000 10,496.00 49.100 6,284.80 (BACKING NO. 2, METHOD B) 57 ROCK SLOPE PROTECTION CY 103.5000 3,622.50 18.700 1,935.45 (BACKING NO. 3, METHOD B) PROGRAM CAS145 PAGE 7 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MINOR CONCRETE (CHANNEL LINING) CY 660.0000 13,860.00 18.200 12,012.00 59 ROCK SLOPE PROTECTION FABRIC SQYD 3.3000 3,993.00 548.300 1,809.39 60 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 8,400.00 0.000 0.00 CONSTRUCTION) 61 MINOR CONCRETE (CURB AND GUTTER) CY 675.0000 209,250.00 0.000 0.00 62 SIDEWALK (DECORATIVE) LF 86.0000 38,700.00 0.000 0.00 63 MINOR CONCRETE (TEXTURED PAVING) SQFT 14.0000 103,320.00 0.000 0.00 64 MISCELLANEOUS IRON AND STEEL LB 1.3000 7,501.00 263.000 341.90 F) 65 MISCELLANEOUS METAL (BRIDGE) LB 75.3100 11,597.74 0.000 0.00 66 4' CHAIN LINK GATE (TYPE CL-6) EA 1,465.0000 1,465.00 0.000 0.00 67 DELINEATOR (CLASS 1) EA 29.3000 8,790.00 0.000 0.00 68 GUARD RAILING DELINEATOR EA 15.7000 4,396.00 0.000 0.00 69 OBJECT MARKER EA 36.6000 4,758.00 6.000 219.60 70 METAL BEAM GUARD RAILING (STEEL POST) LF 17.7800 359,156.00 0.000 0.00 71 METAL BEAM GUARD RAILING (7' POST) LF 18.8300 84,358.40 0.000 0.00 72 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 24.0000 134,880.00 0.000 0.00 73 CABLE RAILING LF 21.0000 4,830.00 0.000 0.00 74 TRANSITION RAILING (TYPE STB) EA 3,355.0000 16,775.00 0.000 0.00 75 TRANSITION RAILING (TYPE WB) EA 2,825.0000 90,400.00 6.000 16,950.00 76 TERMINAL SYSTEM (TYPE CAT) EA 5,360.0000 10,720.00 0.000 0.00 77 END ANCHOR ASSEMBLY (TYPE SFT) EA 627.0000 43,890.00 0.000 0.00 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,720.0000 19,040.00 1.000 2,720.00 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,987.0000 107,298.00 4.000 7,948.00 80 CONCRETE BARRIER (TYPE 60) LF 165.0000 57,750.00 337.000 55,605.00 81 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 202.2500 213,576.00 0.000 0.00 F) 82 CONCRETE BARRIER (TYPE 732R MODIFIED) LF 232.0000 42,456.00 32.950 7,644.40 F) 83 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4500 7,644.00 0.000 0.00 84 THERMOPLASTIC TRAFFIC STRIPE LF 0.1600 59,360.00 0.000 0.00 (SPRAYABLE) PROGRAM CAS145 PAGE 8 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4600 13,081.60 3,262.000 4,762.52 3,262.000 4,762.52 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 14,456.00 1,725.000 4,485.00 1,725.000 4,485.00 87 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,045.0000 1,045.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 88 HIGHWAY LIGHTING LS 148,530.0000 148,530.00 0.000 0.00 89 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 26.5500 12,850.20 0.000 0.00 F) 90 ELECTRIC SERVICE (IRRIGATION) LS 7,635.0000 7,635.00 0.000 0.00 91 MICROWAVE VEHICLE DETECTION SYSTEM LS 171,335.0000 171,335.00 0.000 0.00 92 WIRELESS VEHICLE DETECTION SYSTEM LS 49,475.0000 49,475.00 0.000 0.00 93 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,615.0000 68,615.00 0.000 0.00 94 MODIFY LIGHTING LS 283,465.0000 283,465.00 0.000 0.00 95 LIGHTING (CITY) LS 57,845.0000 57,845.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0304 TIME 11:02 AM ESTIMATE NO. 09 BID OPENING 12/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: SILVA, RICK DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,199,841.64 7,489,496.02 ADJUSTMENT OF COMPENSATION 0.00 -3,814.85 EXTRA WORK 7,438.16 435,603.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,207,279.80 7,921,284.31 96 MOBILIZATION LS 640,000.0000 640,000.00 0.950 608,000.00 ORIGINAL CONTRACT AMOUNT 25,318,028.14 TOTAL WORK COMPLETED 1,207,279.80 8,529,284.31 MATERIALS ON HAND ON SITE 176,607.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,500.00 -12,500.00 TOTAL 1,205,779.80 8,693,392.10 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 01/19/10 690 03/22/10 03/22/10 02/10/12 153 35 0 0 32% 35% PROGRESS IS SATISFACTORY SILVA, RICK RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/10