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 10/24/07 EST. NO.19 TIME 09:31 AM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/24/07 EST. NO.19 TIME 09:31 AM R.E. NAME: RESTAINO, MIC 03-3555U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RETEST BACK CHARGE -1,500.00 04 COZEEP BACKCHARGE -3,554.00 05 TRACKING VIOLATION -3,000.00 07 COZEEP CANCELLATIONS -3,617.00 08 SWPPP -154,639.65 14 SWPPP 154,639.65 15 MISSING ITEM #14 -945.00 19 SUBCONTRACTING VIO -53,177.00 19 SWPPP DEDUCTION -253,174.24 19 -307,296.24 -318,967.24 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/06 -8,000.00 03 PER LTR DATED 8/06 -8,000.00 04 PER LTR DATED 9/06 -9,000.00 05 PER LTR DATED 10/06 -10,000.00 06 PER LTR DATED 11/06 -5,000.00 07 RTN 7/06 DEDUCTION 8,000.00 07 PER LTR DATED 12/06 -5,000.00 08 RELEASE EST #5 9,000.00 08 PER LTR DATED 1/07 -10,000.00 09 RELEASE ESTIMATE #8 5,000.00 09 PER LTR DATED 2/07 -8,000.00 10 RET #6, #7 DEDUCTION 15,000.00 10 PER LTR DATED 3/07 -5,000.00 11 RETURN EST#4 DEDUCT 8,000.00 11 PER LTR DATED 4/07 -5,000.00 12 PER LTR DATED 5/07 -5,000.00 13 PER LTR DATED 6/07 -9,000.00 14 PER LTR DATED 7/07 -10,000.00 16 RETURN 3/07 DEDUCT 5,000.00 16 RETURN 4/07 DEDUCT 5,000.00 16 PER LTR DATED 8/07 -5,000.00 17 RETURN 2/07 DEDUCT 8,000.00 17 PER LTR DATED 9/07 -10,000.00 18 RETURN 1/07 DEDUCT 10,000.00 18 RETURN 7/07 DEDUCT 10,000.00 18 PER LTR DATED 10/07 -10,000.00 19 -10,000.00 -39,000.00 OVERBID ITEMS OVERBID ITEM NO. 304 -722.03 04 OVERBID ITEM NO. 304 -361.01 06 OVERBID ITEM NO. 304 -288.81 12 0.00 -1,371.85 TOTAL DEDUCTIONS -317,296.24 -359,339.09 PROGRAM CAS145 PAGE 1 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-16.7/18.1 ----------------------- MITCHELL ENGINEERING IN EL DORADO COUNTY IN PLACERVILLE P O BOX 34367 FROM 0.2 KM WEST OF WEST SAN FRANCISCO CA 94134 PLACERVILLE UNDERCROSSING TO CLAY STREET UNDERCROSSING AND AT HANGTOWN CREEK BRIDGE FED. AID NO. ACST-P050(110)E ,PE-P050(110)E ,BRLS-6203(14) WIDEN HIGHWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.033 297.00 0.594 5,346.00 02 TIME-RELATED OVERHEAD WDAY 5,400.0000 2,916,000.00 18.000 97,200.00 323.000 1,744,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 47.0000 846.00 0.000 0.00 S) 04 TEMPORARY FENCE (PEDESTRIAN BARRICADE) M 26.0000 5,200.00 205.500 5,343.00 S) 05 TEMPORARY FENCE (TYPE ESA) M 53.0000 53,530.00 908.500 48,150.50 908.500 48,150.50 06 TEMPORARY SUPPORT LS 219,000.0000 219,000.00 0.920 201,480.00 07 TEMPORARY CONDUIT SUPPORT/PROTECTION LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM 08 TEMPORARY CAP INLET EA 1,200.0000 1,200.00 0.000 0.00 09 PREPARE RISK RESPONSE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 10 PREPARE STORM WATER POLLUTION LS 5,100.0000 5,100.00 1.000 5,100.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 52,000.0000 52,000.00 0.033 1,716.00 0.582 30,264.00 12 DEWATERING LS 228,000.0000 228,000.00 0.500 114,000.00 13 TEMPORARY CREEK DIVERSION SYSTEM LS 200,000.0000 200,000.00 0.150 30,000.00 0.775 155,000.00 14 TEMPORARY SILT FENCE M 19.0000 35,150.00 95.000 1,805.00 2,621.000 49,799.00 15 TEMPORARY GRAVEL BAG BERM M 63.0000 6,300.00 0.000 0.00 16 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 15,200.00 2.000 7,600.00 17 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.410 3,690.00 S) 18 TRAFFIC CONTROL SYSTEM LS 270,000.0000 270,000.00 0.033 8,910.00 0.587 158,490.00 S) 19 TYPE III BARRICADE EA 91.0000 2,548.00 18.000 1,638.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 19,000.00 62.320 2,368.16 S) 21 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 6,000.00 0.000 0.00 S) 22 TEMPORARY PAVEMENT MARKING (TAPE) M2 104.0000 13,520.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.2000 91,840.00 13,202.200 42,247.04 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 58.0000 6,960.00 34.000 1,972.00 S) 25 TRAFFIC PLASTIC DRUM EA 157.0000 28,260.00 155.000 24,335.00 S) 26 TEMPORARY PAVEMENT MARKER EA 11.0000 13,970.00 564.000 6,204.00 S) 27 PORTABLE CHANGEABLE MESSAGE SIGN LS 61,000.0000 61,000.00 0.033 2,013.00 0.592 36,112.00 S) 28 TEMPORARY RAILING (TYPE K) M 65.0000 399,750.00 3,786.700 246,135.50 S) 29 TEMPORARY CRASH CUSHION MODULE EA 261.0000 60,030.00 108.000 28,188.00 S) 30 ABANDON CULVERT EA 447.0000 2,235.00 1.000 447.00 31 ABANDON SEWER MANHOLE EA 448.0000 1,792.00 1.000 448.00 1.000 448.00 S) 32 ABANDON PIPELINE EA 578.0000 1,156.00 0.000 0.00 S) 33 ABANDON SEWER (300 MM OR GREATER) M 237.0000 13,509.00 0.000 0.00 S) 34 ABANDON SEWER (LESS THAN 300 MM) EA 448.0000 10,752.00 6.000 2,688.00 S) 35 OBLITERATE SURFACING M2 3.6000 7,560.00 1,165.000 4,194.00 36 REMOVE FENCE M 15.0000 18,300.00 923.400 13,851.00 S) 37 REMOVE PIPE HANDRAILING M 71.0000 4,118.00 7.400 525.40 S) 38 REMOVE ENTRANCE TAPER EA 98.0000 490.00 3.000 294.00 39 REMOVE METAL BEAM GUARD RAILING M 42.0000 12,180.00 185.500 7,791.00 S) 40 REMOVE METAL BEAM BARRIER M 40.0000 3,000.00 0.000 0.00 S) 41 REMOVE FLARED END SECTION EA 210.0000 840.00 3.000 630.00 S) 42 ABANDON IRRIGATION BOX EA 547.0000 547.00 0.000 0.00 S) 43 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 24,950.00 901.000 4,505.00 S) STRIPE 44 REMOVE TRAFFIC STRIPE M 5.0000 59,000.00 5,061.750 25,308.75 S) 45 REMOVE PAVEMENT MARKING M2 52.0000 16,640.00 24.900 1,294.80 S) 46 REMOVE ROADSIDE SIGN EA 78.0000 5,694.00 15.000 1,170.00 47 REMOVE SIGN STRUCTURE LS 5,200.0000 5,200.00 0.000 0.00 48 REMOVE UNDERDRAIN PIPE M 18.0000 4,140.00 0.000 0.00 49 REMOVE SLOTTED PIPE M 126.0000 10,206.00 10.000 1,260.00 PROGRAM CAS145 PAGE 3 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT M 112.0000 22,400.00 74.400 8,332.80 51 REMOVE PIPE M 119.0000 3,332.00 8.200 975.80 52 REMOVE INLET EA 524.0000 10,480.00 8.000 4,192.00 53 REMOVE HEADWALL EA 715.0000 1,430.00 1.000 715.00 54 REMOVE DOWNDRAIN EA 472.0000 1,888.00 4.000 1,888.00 55 REMOVE SEWER MANHOLE EA 1,400.0000 63,000.00 7.000 9,800.00 11.000 15,400.00 S) 56 REMOVE RETAINING WALL M2 54.0000 19,440.00 194.000 10,476.00 331.110 17,879.94 57 REMOVE SEWER PIPE M 91.0000 273,000.00 455.000 41,405.00 788.060 71,713.46 S) 58 REMOVE ASPHALT CONCRETE SURFACING M2 18.0000 3,060.00 0.000 0.00 59 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 3,300.0000 3,300.00 1.000 3,300.00 60 RECONSTRUCT CHAIN LINK FENCE M 157.0000 6,123.00 0.000 0.00 S) 61 RECONSTRUCT METAL BEAM GUARD RAILING M 313.0000 90,770.00 0.000 0.00 S) (WOOD POST) 62 REMOVE CONCRETE (PEDESTRIAN RAMP) M3 1,000.0000 16,000.00 2.770 2,770.00 63 RESET PROPANE TANK EA 6,300.0000 37,800.00 1.000 6,300.00 1.000 6,300.00 S) 64 RELOCATE MAILBOX EA 730.0000 5,110.00 0.000 0.00 65 RELOCATE CRASH CUSHION (ADIEM) EA 1,300.0000 7,800.00 0.000 0.00 S) 66 RELOCATE ROADSIDE SIGN EA 183.0000 9,516.00 5.000 915.00 67 RELOCATE HISTORICAL MONUMENTS LS 16,000.0000 16,000.00 0.000 0.00 68 ADJUST INLET EA 1,700.0000 6,800.00 0.000 0.00 69 ADJUST MANHOLE TO GRADE EA 664.0000 1,328.00 0.000 0.00 70 ADJUST SEWER MANHOLE TO GRADE EA 2,000.0000 8,000.00 0.000 0.00 S) 71 MODIFY INLET EA 900.0000 3,600.00 1.000 900.00 72 CEMENTITIOUS PIPE LINING M 1,600.0000 115,200.00 0.000 0.00 73 REMODEL MANHOLE EA 2,400.0000 2,400.00 0.000 0.00 S) 74 REMODEL SEWER MANHOLE EA 11,000.0000 66,000.00 2.000 22,000.00 S) 75 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4600 28,782.00 9,176.500 22,574.19 S) 76 REMOVE CONCRETE PEDESTAL M3 5,100.0000 11,730.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 REMOVE CONCRETE (STRUCTURE) M3 128.0000 34,560.00 185.480 23,741.44 185.480 23,741.44 78 REMOVE CONCRETE CURB M 65.0000 313,950.00 1,941.200 126,178.00 79 REMOVE CONCRETE CURB AND SIDEWALK M 96.0000 21,120.00 10.400 998.40 80 REMOVE CONCRETE BARRIER M 67.0000 85,760.00 919.700 61,619.90 81 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 37,400.00 0.000 0.00 82 ACCESS OPENING, DECK EA 1,300.0000 7,800.00 6.000 7,800.00 6.000 7,800.00 83 CAP INLET EA 1,000.0000 8,000.00 4.000 4,000.00 84 REMOVE CRASH CUSHION EA 1,100.0000 2,200.00 1.000 1,100.00 85 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 0.670 107,200.00 86 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 0.900 27,000.00 87 BRIDGE REMOVAL, LOCATION C LS 11,000.0000 11,000.00 0.000 0.00 88 BRIDGE REMOVAL (PORTION), LOCATION A LS 16,000.0000 16,000.00 0.550 8,800.00 0.850 13,600.00 89 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 0.950 14,250.00 90 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.750 67,500.00 91 ROADWAY EXCAVATION M3 21.0000 1,001,700.00 2,073.000 43,533.00 24,021.000 504,441.00 92 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 93 STRUCTURE EXCAVATION (BRIDGE) M3 21.0000 38,850.00 1,440.000 30,240.00 F) 94 STRUCTURE EXCAVATION (TYPE D) M3 167.0000 218,770.00 77.000 12,859.00 497.000 82,999.00 F) 95 STRUCTURE EXCAVATION (RETAINING WALL) M3 79.0000 316,711.00 37.000 2,923.00 2,274.000 179,646.00 F) 96 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 117,000.00 732.000 47,580.00 F) 97 STRUCTURE BACKFILL (SLURRY CEMENT) M3 95.0000 2,185.00 11.800 1,121.00 98 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 231,480.00 457.000 27,420.00 2,162.000 129,720.00 F) 99 PERVIOUS BACKFILL MATERIAL (RETAINING M3 104.0000 19,760.00 45.000 4,680.00 165.000 17,160.00 F) WALL) 00 SAND BACKFILL M3 96.0000 2,016.00 0.000 0.00 01 DITCH EXCAVATION M3 29.0000 3,770.00 130.000 3,770.00 02 IMPORTED BORROW M3 11.0000 113,300.00 12,063.000 132,693.00 03 IMPORTED MATERIAL (SHOULDER BACKING) M3 107.0000 20,330.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 S) 05 DUFF M2 3.1300 43,820.00 0.000 0.00 06 EROSION CONTROL (BLANKET) M2 6.0000 9,720.00 47.100 282.60 07 STRAW (EROSION CONTROL) TONN 1,500.0000 48,000.00 3.000 4,500.00 4.800 7,200.00 S) 08 FIBER (EROSION CONTROL) KG 1.2600 8,064.00 600.000 756.00 1,080.000 1,360.80 S) 09 FIBER ROLLS M 14.0000 50,680.00 1,286.560 18,011.84 1,879.560 26,313.84 10 ROOT WAD REVETMENT LS 21,000.0000 21,000.00 0.000 0.00 11 BOULDER PLACEMENT LS 17,000.0000 17,000.00 0.000 0.00 12 COMPOST (EROSION CONTROL) M3 420.0000 10,080.00 2.250 945.00 3.750 1,575.00 S) 13 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 6,600.00 1.000 1,100.00 2.000 2,200.00 S) 14 PURE LIVE SEED (EROSION CONTROL) KG 126.0000 55,440.00 41.250 5,197.50 70.050 8,826.30 S) 15 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.1300 30,048.00 900.000 2,817.00 1,500.000 4,695.00 S) 16 STABILIZING EMULSION (EROSION CONTROL) KG 2.8800 4,608.00 150.000 432.00 250.000 720.00 S) 17 PLANT (GROUP W) EA 11.0000 23,870.00 0.000 0.00 S) 18 WILLOW BUNDLE EA 157.0000 4,239.00 0.000 0.00 19 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 20 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 S) 21 200 MM CORRUGATED HIGH DENSITY M 132.0000 22,440.00 20.000 2,640.00 POLYETHYLENE PIPE CONDUIT 22 150 MM GALVANIZED STEEL PIPE M 297.0000 1,188.00 4.900 1,455.30 4.900 1,455.30 23 CLASS 2 AGGREGATE BASE M3 68.0000 686,800.00 2,739.000 186,252.00 24 REPLACE ASPHALT CONCRETE SURFACING M3 261.0000 13,572.00 0.000 0.00 25 ASPHALT CONCRETE (TYPE A) TONN 97.0000 2,182,500.00 3,427.290 332,447.13 26 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 689.0000 454,740.00 299.300 206,217.70 299.300 206,217.70 AREA) 27 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 156.00 0.000 0.00 28 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 366.00 0.000 0.00 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 7,980.00 0.000 0.00 30 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 3,300.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 FURNISH STEEL PILING (HP 310 X 125) M 90.0000 101,520.00 823.800 74,142.00 33 DRIVE STEEL PILE (HP 310 X 125) EA 1,420.0000 230,040.00 142.000 201,640.00 S) 34 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,891.0000 94,550.00 67.990 128,569.09 S) PILING 35 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 54,000.00 19.760 88,920.00 S) PILING 36 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 3,400.0000 204,000.00 41.210 140,114.00 S) PILING (ROCK SOCKET) 37 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,300.0000 374,100.00 28.970 124,571.00 S) PILING (ROCK SOCKET) 38 PRESTRESSING CAST-IN-PLACE CONCRETE LS 294,000.0000 294,000.00 0.638 187,572.00 S) 39 PRESTRESSING (TRANSVERSE) LS 50,000.0000 50,000.00 0.230 11,500.00 S) 40 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 255,000.00 331.000 165,500.00 F) 41 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 4,356,000.00 2,066.600 2,479,920.00 F) 42 STRUCTURAL CONCRETE, RETAINING WALL M3 687.0000 939,129.00 19.000 13,053.00 965.176 663,075.91 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 2,700.0000 32,400.00 0.000 0.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,300.0000 184,000.00 21.000 48,300.00 33.500 77,050.00 F) (TYPE EQ) 45 CLASS 4 CONCRETE (BACKFILL) M3 132.0000 19,800.00 0.000 0.00 46 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 213,900.00 2.800 6,440.00 35.030 80,569.00 F) 47 ANTI-GRAFFITI COATING M2 55.0000 162,800.00 0.000 0.00 48 DRYSTACK ROCK TEXTURE M2 203.0000 131,950.00 247.000 50,141.00 F) 49 HANDCUT ROCK FACE TEXTURE M2 550.0000 63,250.00 18.760 10,318.00 F) 50 LEDGESTONE TEXTURE M2 377.0000 60,320.00 0.000 0.00 F) 51 DRILL AND BOND DOWEL M 310.0000 12,400.00 0.000 0.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 72,000.00 0.000 0.00 S) DECK UNIT (SLAB-TYPE) 53 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 4,800.0000 76,800.00 0.000 0.00 S) UNIT 54 FURNISH POLYESTER CONCRETE OVERLAY M3 2,700.0000 189,000.00 0.000 0.00 55 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 183,040.00 0.000 0.00 F) 56 CONCRETE ANCHOR EA 471.0000 942.00 0.000 0.00 57 JOINT SEAL (MR 30 MM) M 314.0000 3,140.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 JOINT SEAL (MR 40 MM) M 209.0000 17,974.00 0.000 0.00 S) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 JOINT SEAL (SILICONE ONLY) (MR 50MM) M 1,100.0000 5,500.00 0.000 0.00 S) 62 BAR REINFORCING STEEL KG 3.0000 1,794.00 0.000 0.00 F) 63 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 698,750.00 145,545.000 363,862.50 SF) 64 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 143,883.00 990.000 1,485.00 85,216.000 127,824.00 SF) 65 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4200 469,480.00 128,905.000 311,950.10 SF)(BRIDGE) 66 HEADED BAR REINFORCEMENT EA 58.0000 56,840.00 980.000 56,840.00 S) 67 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 90,915.00 0.000 0.00 F) 68 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 16,530.00 0.000 0.00 SF) 69 1377 MM CAST-IN-DRILLED-HOLE CONCRETE M 6,300.0000 69,300.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 70 ROADSIDE SIGN - ONE POST EA 198.0000 14,058.00 0.000 0.00 71 ROADSIDE SIGN - TWO POST EA 628.0000 6,280.00 0.000 0.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 131.0000 4,978.00 0.000 0.00 METHOD) 73 INSTALL ROADSIDE SIGN PANEL ON BARRIER EA 157.0000 157.00 0.000 0.00 74 PREPARE AND PAINT CONCRETE M2 79.0000 101,120.00 0.000 0.00 75 450 MM ALTERNATIVE PIPE CULVERT M 226.0000 131,080.00 11.000 2,486.00 219.870 49,690.62 76 600 MM ALTERNATIVE PIPE CULVERT M 291.0000 66,930.00 119.200 34,687.20 77 450 MM REINFORCED CONCRETE PIPE M 693.0000 138,600.00 79.460 55,065.78 78 600 MM REINFORCED CONCRETE PIPE M 762.0000 1,143.00 0.000 0.00 79 900 MM REINFORCED CONCRETE PIPE M 769.0000 22,301.00 26.300 20,224.70 80 300 MM CORRUGATED STEEL PIPE M 263.0000 8,942.00 0.000 0.00 (2.01 MM THICK) 81 450 MM SLOTTED CORRUGATED STEEL PIPE M 519.0000 306,210.00 0.000 0.00 (4.27 MM THICK) 82 SEWER CLEANOUT EA 846.0000 35,532.00 7.000 5,922.00 26.000 21,996.00 83 FLUSHING BRANCH EA 2,359.0000 18,872.00 1.000 2,359.00 2.000 4,718.00 84 200 MM NON-PERFORATED STEEL PIPE M 280.0000 3,360.00 3.000 840.00 UNDERDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 200 MM PERFORATED PLASTIC M 258.0000 30,960.00 0.000 0.00 PIPE UNDERDRAIN 86 450 MM BITUMINOUS COATED CORRUGATED M 229.0000 27,480.00 12.800 2,931.20 65.100 14,907.90 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 87 BITUMINOUS COATED FLUME DOWNDRAIN M 30.0000 870.00 8.300 249.00 88 450 MM BITUMINOUS COATED ENTRANCE TAPER EA 453.0000 453.00 0.000 0.00 89 BITUMINOUS COATED TAPERED INLET EA 203.0000 406.00 1.000 203.00 90 FLUME ANCHOR ASSEMBLY EA 184.0000 1,656.00 1.000 184.00 91 450 MM ANCHOR ASSEMBLY EA 201.0000 2,613.00 0.000 0.00 92 DRAINAGE INLET MARKER EA 85.0000 2,550.00 0.000 0.00 93 GRATED LINE DRAIN M 331.0000 17,874.00 0.000 0.00 94 300 MM WELDED STEEL PIPE CASING M 878.0000 166,820.00 0.000 0.00 S) (PIPE SUPPORT) 95 500 MM WELDED STEEL PIPE CASING M 2,200.0000 418,000.00 0.000 0.00 S) (6.35 MM THICK, JACKED) 96 450 MM BITUMINOUS COATED STEEL EA 434.0000 2,604.00 1.000 434.00 3.000 1,302.00 FLARED END SECTION 97 450 MM ALTERNATIVE FLARED END SECTION EA 286.0000 2,860.00 3.000 858.00 98 600 MM ALTERNATIVE FLARED END SECTION EA 326.0000 978.00 0.000 0.00 99 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 3,000.0000 9,000.00 0.000 0.00 00 200 MM DUCTILE IRON PIPE WATER MAIN M 225.0000 69,750.00 0.000 0.00 S) 01 150 MM DUCTILE IRON PIPE WATER MAIN M 290.0000 9,280.00 0.000 0.00 S) 02 25 MM WATER SERVICE LINE M 67.0000 8,040.00 0.000 0.00 S) 03 WATER LINE APPURTENANCES LS 32,000.0000 32,000.00 0.000 0.00 S) 04 100 MM DUCTILE IRON PIPE M 369.0000 44,280.00 14.616 5,393.30 91.576 33,791.54 S) 05 150 MM DUCTILE IRON PIPE M 465.0000 218,550.00 98.450 45,779.25 213.750 99,393.75 S) 06 200 MM DUCTILE IRON PIPE M 301.0000 180,600.00 56.370 16,967.37 308.250 92,783.25 S) 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 TELEVISION INSPECTION LS 8,400.0000 8,400.00 0.000 0.00 09 SHALLOW SEWER MANHOLE EA 1,900.0000 5,700.00 0.000 0.00 10 CONCRETE SEWER MANHOLE EA 12,000.0000 372,000.00 25.000 300,000.00 S) PROGRAM CAS145 PAGE 9 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 DROP SEWER MANHOLE EA 10,000.0000 260,000.00 2.000 20,000.00 10.000 100,000.00 S) 12 ROCK SLOPE PROTECTION (75 MM, METHOD B) M3 115.0000 2,185.00 18.800 2,162.00 13 ROCK SLOPE PROTECTION (2T, METHOD A) M3 104.5300 18,815.40 108.600 11,351.96 108.600 11,351.96 14 ROCK SLOPE PROTECTION (1T, METHOD A) M3 94.0000 22,560.00 9.800 921.20 18.800 1,767.20 15 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 104.0000 18,720.00 5.000 520.00 17.000 1,768.00 16 ROCK SLOPE PROTECTION M3 148.0000 26,640.00 18.200 2,693.60 78.200 11,573.60 (FACING, METHOD B) 17 ROCK SLOPE PROTECTION M3 125.0000 42,500.00 94.000 11,750.00 115.000 14,375.00 (BACKING NO. 2, METHOD B) 18 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 125.0000 111,250.00 482.360 60,295.00 482.360 60,295.00 19 SLOPE PAVING (LEDGESTONE PAVER) M2 293.0000 234,400.00 0.000 0.00 F) 20 COBBLESTONE M3 51.0000 510.00 1.000 51.00 21 ROCK SLOPE PROTECTION FABRIC M2 4.0000 9,280.00 613.950 2,455.80 792.850 3,171.40 22 MINOR CONCRETE (CURB) M3 1,000.0000 36,000.00 0.000 0.00 23 MINOR CONCRETE (MISCELLANEOUS M3 576.0000 43,200.00 0.880 506.88 CONSTRUCTION) 24 MINOR CONCRETE (CURB, GUTTER & SIDEWALK) M3 526.0000 131,500.00 31.660 16,653.16 25 MINOR CONCRETE (CURB AND GUTTER) M3 776.0000 147,440.00 0.000 0.00 26 MINOR CONCRETE (CURB AND SIDEWALK) M3 892.0000 29,436.00 0.000 0.00 27 MINOR CONCRETE (CURB, SIDEWALK & M3 1,300.0000 2,600.00 0.000 0.00 DRIVEWAY) 28 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 1,200.0000 15,600.00 0.000 0.00 AND DRIVEWAY) 29 MINOR CONCRETE (CURB, GUTTER & DRIVEWAY) M3 775.0000 5,425.00 0.000 0.00 30 MINOR CONCRETE (GUTTER) M 212.0000 23,956.00 0.000 0.00 F) 31 MINOR CONCRETE (SIDEWALK) M3 757.0000 22,710.00 0.000 0.00 F) 32 MINOR CONCRETE (TEXTURED PAVING) M3 599.0000 149,750.00 0.000 0.00 33 MINOR CONCRETE (CURB RAMP) M3 1,300.0000 20,800.00 0.000 0.00 34 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,520.00 670.000 2,680.00 SF) 35 MISCELLANEOUS IRON AND STEEL KG 4.0000 88,884.00 3,683.000 14,732.00 SF)(SEWER SYSTEM) 36 PIPE SUPPORT (CREEK CROSSING) EA 27,000.0000 27,000.00 0.000 0.00 37 MANHOLE FRAME AND COVER EA 151.0000 453.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 MISCELLANEOUS METAL (BRIDGE) KG 53.0000 33,390.00 260.000 13,780.00 SF) 39 ISOLATION CASING KG 20.0000 36,000.00 1,500.000 30,000.00 SF) 40 CHAIN LINK FENCE (TYPE CL-1.2, M 105.0000 2,835.00 0.000 0.00 S) VINYL-CLAD) 41 CHAIN LINK FENCE (TYPE CL-1.8) M 42.0000 15,540.00 0.000 0.00 S) 42 CHAIN LINK FENCE (TYPE CL-1.8, M 62.0000 11,780.00 0.000 0.00 S) VINYL-CLAD) 43 DELINEATOR (CLASS 2) EA 40.0000 2,760.00 0.000 0.00 44 HIGHWAY POST MARKER EA 42.0000 168.00 0.000 0.00 45 OBJECT MARKER (TYPE L-1) EA 42.0000 168.00 0.000 0.00 46 METAL BEAM GUARD RAILING (WOOD POST) M 84.0000 90,720.00 0.000 0.00 S) 47 IRON FENCE M 525.0000 73,500.00 0.000 0.00 S) 48 IRON FENCE WITH HANDRAILING (TYPE B) M 524.0000 16,768.00 0.000 0.00 49 IRON FENCE WITH HANDRAILING M 513.0000 235,980.00 0.000 0.00 SF) 50 BARRIER MOUNTED IRON RAILING M 525.0000 37,275.00 0.000 0.00 SF) 51 BARRIER MOUNTED IRON RAILING (TYPE B) M 525.0000 267,750.00 0.000 0.00 S) 52 PIPE HANDRAILING M 524.0000 15,720.00 0.000 0.00 SF) 53 PIPE HANDRAILING (WALL TYPE) M 523.0000 2,092.00 0.000 0.00 S) 54 TUBULAR HANDRAILING M 210.0000 50,610.00 0.000 0.00 SF) 55 TUBULAR BICYCLE RAILING M 315.0000 47,250.00 0.000 0.00 F) 56 CONCRETE BARRIER (TYPE 26 MODIFIED) M 365.0000 73,730.00 190.000 69,350.00 190.000 69,350.00 F) 57 CONCRETE BARRIER (TYPE 26B) M 908.0000 35,412.00 0.000 0.00 58 CABLE RAILING M 51.0000 13,158.00 0.000 0.00 SF) 59 TRANSITION RAILING (TYPE WB) EA 1,100.0000 4,400.00 0.000 0.00 S) 60 END CAP EA 523.0000 1,046.00 0.000 0.00 S) 61 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,600.0000 6,400.00 0.000 0.00 S) 62 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 5,500.00 0.000 0.00 S) 63 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 3,300.00 0.000 0.00 S) 64 CRASH CUSHION (ADIEM) EA 21,000.0000 168,000.00 3.000 63,000.00 S) PROGRAM CAS145 PAGE 11 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 CRASH CUSHION (REACT 9SCBS) EA 52,000.0000 52,000.00 0.000 0.00 S) 66 CRASH CUSHION (WIDETRACC) EA 62,000.0000 62,000.00 0.000 0.00 S) 67 PORTABLE CONCRETE BARRIER (TYPE 60K) M 209.0000 81,510.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 60A) M 217.0000 13,671.00 0.000 0.00 F) 69 CONCRETE BARRIER (TYPE 60C) M 270.0000 286,200.00 0.000 0.00 70 CONCRETE BARRIER (TYPE 60E) M 500.0000 6,500.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 60SC) M 189.0000 32,130.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60SE MODIFIED) M 541.0000 15,148.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 732 MODIFIED) M 334.0000 97,528.00 150.000 50,100.00 150.000 50,100.00 F) 74 CONCRETE BARRIER (TYPE 732B MOD) M 413.0000 214,760.00 0.000 0.00 75 CONCRETE BARRIER (TYPE 732A) M 600.0000 17,400.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 732B) M 580.0000 15,080.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 80 MODIFIED) M 2,278.0000 34,170.00 0.000 0.00 F) 78 CONCRETE BARRIER (TYPE 80SW MODIFIED) M 2,370.0000 106,650.00 0.000 0.00 F) 79 CONCRETE BARRIER (TYPE 80R MODIFIED) M 2,500.0000 22,500.00 0.000 0.00 F) 80 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 21,420.00 0.000 0.00 S) 81 THERMOPLASTIC TRAFFIC STRIPE M 1.0500 11,970.00 0.000 0.00 S) (SPRAYABLE) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,960.00 0.000 0.00 S) 83 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,720.00 0.000 0.00 S) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 85 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,650.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 86 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 1,320.00 0.000 0.00 S) 87 PARKING BUMPER (PRECAST CONCRETE) EA 105.0000 6,300.00 0.000 0.00 88 PAVEMENT MARKER EA 12.0000 15,360.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 89 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 337,000.0000 337,000.00 0.660 222,420.00 S) 90 LIGHTING (CITY STREET) LS 128,000.0000 128,000.00 0.202 25,856.00 S) 91 LIGHTING (CITY STREET) LS 429,000.0000 429,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 HIGHWAY LIGHTING LS 131,000.0000 131,000.00 0.010 1,310.00 S) 93 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 0.000 0.00 S) 94 SIGN ILLUMINATION LS 29,000.0000 29,000.00 0.000 0.00 S) 95 CLOSED CIRCUIT TELEVISION SYSTEM LS 19,000.0000 19,000.00 0.000 0.00 S) 96 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 183,000.0000 183,000.00 0.300 54,900.00 S) 97 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 229,000.0000 229,000.00 0.200 45,800.00 S) 98 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 222,000.0000 222,000.00 0.000 0.00 S) 99 150 MM PVC CONDUIT (PG&E) M 1,117.0000 51,382.00 0.000 0.00 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 REMOVE CONCRETE PAVEMENT M3 546.0000 1,365.00 0.000 0.00 02 JOINT SEAL ASSEMBLY (MR 100 MM) M 320.0000 800.00 0.000 0.00 S) 03 POLYVINYL CHLORIDE SEWER PIPE M 651.0000 839,790.00 1,221.095 794,932.85 S) PROGRAM CAS145 PAGE 13 DATE 10/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3555U4 TIME 09:31 AM ESTIMATE NO. 19 BID OPENING 02/08/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: RESTAINO, MIC DATE OF THIS ESTIMATE 10/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,012,696.96 13,225,478.14 ADJUSTMENT OF COMPENSATION 0.00 366,067.28 EXTRA WORK 0.00 329,956.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,012,696.96 13,921,501.83 04 MOBILIZATION LS 3500,000.0000 3,500,000.00 0.950 3,325,000.00 ORIGINAL CONTRACT AMOUNT 34,985,559.40 TOTAL WORK COMPLETED 1,012,696.96 17,246,501.83 MATERIALS ON HAND ON SITE 362,840.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -317,296.24 -359,339.09 TOTAL 695,400.72 17,250,002.87 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 304 MOBILIZATION 3,498,555.94 3,500,000.00 1,444.06 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 04/03/06 540 05/26/06 06/12/06 09/03/08 321 19 0 0 48% 59% PROGRESS IS SATISFACTORY RESTAINO, MIC RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/07