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 08/22/07 EST. NO.16 TIME 01:09 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- 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 0166 133.61 E.W. @ F.A.(+) 062607 N 187 0 0171 935.00 031407 N 188 0 0172 192.39 042307 N 189 0 0184 1,876.65 061307 N GF82B0 0187 102.00 042407 N GM26A0 0188 102.00 042507 N GM27A0 0189 88.68 042707 N GM29A0 0190 102.00 042607 N GM28A0 0191 102.00 043007 N GM30A0 0192 102.00 050107 N GM31 0 0193 204.01 050307 N GM32 0 0194 204.01 050707 N GM33 0 0195 204.01 050807 N GM34 0 0196 190.70 050907 N GM35 0 0197 190.70 051007 N GM36 0 0198 177.36 051107 N GM37 0 0199 177.36 051407 N GM38 0 0200 204.01 051607 N GM39 0 0201 190.70 051507 N GM40 0 0202 204.01 051707 N GM41 0 0203 177.36 051807 N GM42 0 0204 204.01 052107 N GM43 0 0205 204.01 052207 N GM44 0 0206 204.01 052307 N GM45 0 0207 204.01 052407 N GM46 0 0208 177.36 052507 N GM47 0 0209 204.01 052907 N GM48 0 0210 204.01 053007 N GM49 0 0211 204.01 053107 N GM50 0 0212 177.36 060107 N GM51 0 0213 164.03 060407 N GM52 0 0214 164.03 060507 N GM53 0 0215 164.03 060607 N GM54 0 0216 164.03 060707 N GM55 0 0217 177.36 060807 N GM56 0 0218 177.36 061107 N GM57 0 0219 177.36 061207 N GM58 0 0220 177.36 061307 N GM59 0 0221 190.70 061807 N GM60 0 0222 190.70 061907 N GM61 0 0223 204.01 062007 N GM62 0 0224 190.70 062107 N GM63 0 0225 85.35 062207 N GM64 0 0226 177.36 062207 N GM65 0 0227 188.64 062307 N GM66 0 0228 188.64 062407 N GM67 0 0229 66.64 062507 N GM68 0 0230 204.01 062507 N GM69 0 0231 190.70 062607 N GM70 0 0232 197.36 062707 N GM71 0 0233 197.36 062807 N GM72 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 08/22/07 EST. NO.16 TIME 01:09 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0234 177.36 062907 N GM73 0 0235 2,568.40 061307 N GF81C0 006 0002 5,945.28 A.C. @ U.P.(+) 072007 N CT2 0 0003 44,580.97 082007 N CT3 0 010 0001 238,742.40 E.W. @ U.P (+) 073007 N G001 0 023 0010 3,381.36 E.W. @ U.P (+) 060407 N GS07 0 0011 1,061.49 E.W. @ F.A.(+) 070606 N 200 0 0012 8,955.00 E.W. @ U.P (+) 070207 N GS08 0 316,693.34 TOTAL THIS ESTIMATE 1,082,569.28 TOTAL PREVIOUS ESTIMATE 1,399,262.62 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 08/22/07 EST. NO.16 TIME 01:09 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT SPEC CONCRETE -555.56 02 RESTAKE 4 HOURS -1,360.00 02 BOX CULVERT DEDUCT -9,317.34 03 RETURN RESTAKE EST#2 1,360.00 03 RETURN BOX CULVERT 9,317.34 06 RESTAKING @ 12-0201 -800.00 08 FENCE FINISH WORK -20,000.00 10 RESTAKE CHARGE 640.00 11 CORRECT RESTAKE CHG -1,280.00 12 CL 2 AB OUT OF SPEC -4,800.00 13 C1 2 AB OUT OF SPECS -2,400.00 14 GCC LASER FIX 131.92 15 OUT-OF-SPEC CONCRETE -1,783.30 15 PTFE BEAR SP 10-1-4 -5,000.00 15 RESTAKING CHARGES -3,280.00 15 AC - LOW AIR VOIDS -7,410.80 16 C1 2 AB COMPACTION -6,400.00 16 PIL ANOMALOUS ON -1,600.00 16 -15,410.80 -54,537.74 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 RECEIVED FHWA 1391 10,000.00 10 MISSING FHWA 1391 -10,000.80 16 -10,000.80 -10,000.80 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/06 -3,000.00 01 PER LTR DATED 06/06 -4,000.00 02 PER LTR DATED 7/06 -7,000.00 03 RETURN ESTIMATE #1 3,000.00 03 PER LTR DATED 8/06 -10,000.00 04 PER LTR DATED 09/06 -10,000.00 05 PER LTR DATED 10/06 -10,000.00 06 PER LTR DATED 11/06 -10,000.00 07 RTN 6/06 DEDUCTION 4,000.00 07 PER LTR 12/06 -10,000.00 08 PER LTR DATED 01/07 -10,000.00 09 RETURN EST 3 7,000.00 09 PER LTR DATED 2/07 -3,000.00 10 PER LTR DATED 3/07 -7,000.00 11 PER LTR DATED 4/07 -10,000.00 12 PER LTR DATED 5/07 -10,000.00 13 PER LTR DATED 6/07 -10,000.00 14 PER LTR DATED 7/07 -10,000.00 15 RET 12/06 DEDUCT 10,000.00 15 RET 2/07 DEDUCT 3,000.00 15 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/22/07 EST. NO.16 TIME 01:09 PM R.E. NAME: INGVOLDSEN, KYLE 03-3822V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 8/07 -10,000.00 16 -10,000.00 -107,000.00 TOTAL DEDUCTIONS -35,411.60 -171,538.54 PROGRAM CAS145 PAGE 1 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 LOCATION RERUN PROGRESS ESTIMATE 03-BUT-149-0.0/R4.6 ----------------------- F C I CONSTRUCTORS GRANITE A IN BUTTE COUNTY NEAR OROVILLE AT JOINT VENTURE OF F C I VARIOUS LOCATIONS CONSTRUCTORS INC AND GRANITE CONSTRUCTION COMPANY 2100 GOODYEAR ROAD BENICIA CA 94510 FED. AID NO. ACST-X007(8)E ,P-X007(8)E CONSTRUCT 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.250 1,875.00 0.500 3,750.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 2,500,000.00 21.000 105,000.00 216.000 1,080,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 47,600.00 3,061.850 30,618.50 04 PREPARE STORM WATER POLLUTION LS 11,500.0000 11,500.00 0.750 8,625.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.550 55,000.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.007 210.00 0.490 14,700.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.512 102,400.00 S) 08 TYPE III BARRICADE EA 95.0000 19,000.00 146.000 13,870.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 21,600.00 121.000 4,840.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 24,800.00 2,226.000 4,452.00 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 7,400.00 9.840 984.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5600 98,560.00 24,133.000 13,514.48 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,000.00 149.000 3,725.00 S) 14 TRAFFIC PLASTIC DRUM EA 90.0000 29,700.00 211.000 18,990.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 42,000.00 2,016.000 7,056.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.512 12,800.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 189,300.00 4,296.950 128,908.50 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 76,500.00 104.000 46,800.00 19 TEMPORARY TRAFFIC SCREEN M 60.0000 2,940.00 0.000 0.00 20 ABANDON CULVERT M 200.0000 66,000.00 203.180 40,636.00 280.350 56,070.00 21 ABANDON WATER WELL EA 10,500.0000 31,500.00 3.000 31,500.00 22 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,150.00 177.000 6,195.00 PROGRAM CAS145 PAGE 2 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 500.0000 30,000.00 3.000 1,500.00 21.000 10,500.00 24 REMOVE CONCRETE IRRIGATION BOX EA 2,200.0000 2,200.00 1.000 2,200.00 25 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 14,140.00 663.000 4,641.00 26 REMOVE WHITE TRAFFIC STRIPE M 2.5000 13,050.00 1,005.000 2,512.50 27 REMOVE PAVEMENT MARKING M2 95.0000 6,270.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 150.0000 16,500.00 10.000 1,500.00 29 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,700.00 270.000 2,700.00 270.000 2,700.00 30 REMOVE OVERSIDE DRAIN EA 1,000.0000 2,000.00 0.000 0.00 31 REMOVE CULVERT M 100.0000 87,000.00 371.470 37,147.00 32 REMOVE INLET EA 1,000.0000 5,000.00 1.000 1,000.00 33 REMOVE HEADWALL EA 1,200.0000 25,200.00 16.000 19,200.00 34 REMOVE REINFORCED CONCRETE BOX CULVERT M3 400.0000 34,000.00 4.760 1,904.00 35 REMOVE BASE AND SURFACING M3 30.0000 669,000.00 1,991.000 59,730.00 16,540.000 496,200.00 36 RECONSTRUCT INLET EA 3,000.0000 3,000.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 300.0000 21,300.00 49.000 14,700.00 38 MODIFY INLET EA 3,000.0000 12,000.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 17.0000 159,120.00 3,618.000 61,506.00 8,444.000 143,548.00 S) 40 REMOVE CONCRETE M3 220.0000 20,240.00 4.701 1,034.22 41 REMOVE CONCRETE CURB M 25.0000 17,250.00 0.000 0.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 50.0000 35,000.00 0.000 0.00 43 CAP INLET EA 3,000.0000 3,000.00 0.000 0.00 44 REMOVE CRASH CUSHION EA 600.0000 600.00 0.000 0.00 45 CLEARING AND GRUBBING LS 1200,000.0000 1,200,000.00 0.030 36,000.00 0.950 1,140,000.00 46 ROADWAY EXCAVATION M3 12.0000 11,844,000.00 26,312.000 315,744.00 863,349.000 10,360,188.00 47 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.800 12,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 165,760.00 2,072.000 165,760.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 111,500.00 207.480 20,748.00 678.820 67,882.00 F) PROGRAM CAS145 PAGE 3 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL M3 70.0000 4,690.00 4.640 324.80 45.000 3,150.00 F) 51 IMPORTED BORROW M3 22.0000 1,405,800.00 63,900.000 1,405,800.00 52 IMPORTED MATERIAL (SHOULDER BACKING) TONN 45.0000 162,000.00 112.000 5,040.00 112.000 5,040.00 53 DUFF M2 11.0000 11,000.00 0.000 0.00 S) 54 STRAW (EROSION CONTROL) TONN 500.0000 35,500.00 0.000 0.00 S) 55 FIBER (EROSION CONTROL) KG 0.9000 55,530.00 0.000 0.00 S) 56 COMPOST (EROSION CONTROL) M3 290.0000 220,400.00 0.000 0.00 S) 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,400.0000 16,800.00 4.000 5,600.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 71.2000 446,424.00 0.000 0.00 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 71,250.00 0.000 0.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 2.5500 36,210.00 0.000 0.00 S) 61 NPS 6 SUPPLY LINE (BRIDGE) M 400.0000 6,800.00 0.000 0.00 62 300 MM ALTERNATIVE CONDUIT M 175.0000 42,000.00 19.800 3,465.00 84.800 14,840.00 63 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE M3 39.5000 8,532,000.00 41,493.000 1,638,973.50 117,157.110 4,627,705.85 65 ASPHALT CONCRETE (TYPE A) TONN 76.4000 17,495,600.00 25,460.290 1,945,166.16 61,006.910 4,660,927.92 66 ASPHALT CONCRETE (OPEN GRADED) TONN 50.0000 1,335,000.00 0.000 0.00 67 PAVING ASPHALT (BINDER-PAVEMENT TONN 150.0000 33,000.00 0.000 0.00 REINFORCING FABRIC) 68 PAVEMENT REINFORCING FABRIC M2 1.2500 240,000.00 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE M) M 5.0000 19,300.00 0.000 0.00 70 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 18,000.00 0.000 0.00 AREA) 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 2,350.00 0.000 0.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 6,700.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 8,800.00 0.000 0.00 74 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 311,850.00 688.300 309,735.00 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 1,193,500.00 2,359.880 1,179,940.00 S) PILING 76 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 141,750.00 104.400 140,940.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 35,700.00 17.500 36,750.00 S) PILING 78 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 656,000.00 327.650 655,300.00 S) PILING 79 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,700.0000 592,000.00 159.000 588,300.00 S) PILING 80 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,050.0000 512,400.00 168.270 513,223.50 S) PILING 81 STEEL SHEET PILING M2 325.0000 848,250.00 2,592.500 842,562.50 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.060 30,000.00 0.660 330,000.00 S) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 164,500.00 329.000 164,500.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 640.0000 5,509,760.00 951.000 608,640.00 6,581.570 4,212,204.80 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 59,500.00 29.000 24,650.00 29.000 24,650.00 F) (TYPE EQ) 86 CLASS 2 CONCRETE (WINGWALLS) M3 625.0000 118,750.00 14.300 8,937.50 132.400 82,750.00 87 CLASS 1 CONCRETE (BOX CULVERT) M3 1,000.0000 410,000.00 31.800 31,800.00 286.900 286,900.00 F) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 441,000.00 26.300 55,230.00 137.715 289,201.50 F) 89 MINOR CONCRETE (RETAINING WALL) M3 575.0000 460,000.00 0.000 0.00 90 MINOR CONCRETE (BACKFILL) M3 300.0000 14,100.00 23.500 7,050.00 91 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 4,000.00 48.000 2,400.00 48.000 2,400.00 92 PTFE BEARING EA 2,800.0000 33,600.00 12.000 33,600.00 S) 93 JOINT SEAL (MR 30 MM) M 140.0000 10,780.00 0.000 0.00 S) 94 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 10,400.00 0.000 0.00 S) 95 JOINT SEAL ASSEMBLY (MR 100 MM) M 800.0000 10,400.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,100.0000 71,400.00 0.000 0.00 S) 97 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,100.0000 83,700.00 0.000 0.00 S) 98 JOINT SEAL (MR 40 MM) M 260.0000 2,600.00 0.000 0.00 S) 99 BAR REINFORCING STEEL KG 2.7000 20,115.00 496.000 1,339.20 6,182.000 16,691.40 S) 00 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,981,370.00 107,976.820 188,959.44 1,409,495.940 2,466,617.90 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 114,746.00 4,118.000 8,236.00 47,539.000 95,078.00 SF) 02 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 5,760.00 0.000 0.00 F) WITH WALKWAY) 03 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 2,880.00 0.000 0.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 44,750.00 0.000 0.00 F) (EMS) 05 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 8,950.00 0.000 0.00 SF)(EMS) 06 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,356,438.00 0.000 0.00 F) 07 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 90,429.20 0.000 0.00 SF) 08 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,300.0000 18,200.00 0.000 0.00 S) PILE (EMS) 09 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,350.0000 113,400.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 10 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,100.0000 294,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 11 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 20,000.00 0.000 0.00 S) PILE (CMS) 12 FURNISH SIGN STRUCTURE (CMS) KG 8.0000 60,328.00 0.000 0.00 13 INSTALL SIGN STRUCTURE (CMS) KG 1.0000 7,541.00 0.000 0.00 SF) 14 ROADSIDE SIGN - ONE POST EA 300.0000 36,000.00 0.000 0.00 15 ROADSIDE SIGN - TWO POST EA 750.0000 21,750.00 0.000 0.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 0.000 0.00 METHOD) 17 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 414,000.00 146.980 44,094.00 905.650 271,695.00 18 600 MM ALTERNATIVE PIPE CULVERT M 325.0000 305,500.00 54.010 17,553.25 716.700 232,927.50 19 900 MM ALTERNATIVE PIPE CULVERT M 385.0000 188,650.00 453.210 174,485.85 20 1050 MM ALTERNATIVE PIPE CULVERT M 415.0000 14,110.00 33.610 13,948.15 21 1200 MM ALTERNATIVE PIPE CULVERT M 505.0000 60,600.00 119.300 60,246.50 22 450 MM REINFORCED CONCRETE PIPE M 375.0000 14,625.00 11.290 4,233.75 20.180 7,567.50 23 600 MM REINFORCED CONCRETE PIPE M 345.0000 69,000.00 6.810 2,349.45 101.060 34,865.70 24 750 MM REINFORCED CONCRETE PIPE M 415.0000 11,205.00 13.000 5,395.00 25 900 MM REINFORCED CONCRETE PIPE M 400.0000 148,000.00 44.120 17,648.00 404.610 161,844.00 26 1050 MM REINFORCED CONCRETE PIPE M 600.0000 53,400.00 76.800 46,080.00 27 1200 MM REINFORCED CONCRETE PIPE M 730.0000 9,490.00 12.640 9,227.20 28 250 MM REINFORCED CONCRETE PIPE M 200.0000 5,400.00 26.450 5,290.00 (CLASS III) 29 JACKED 900 MM REINFORCED CONCRETE PIPE M 870.0000 61,770.00 0.000 0.00 (CLASS III) 30 200 MM PERFORATED PLASTIC M 345.0000 179,400.00 518.000 178,710.00 PIPE UNDERDRAIN PROGRAM CAS145 PAGE 6 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM ALTERNATIVE PIPE UNDERDRAIN M 85.0000 370,600.00 1,064.000 90,440.00 32 450 MM CONCRETE FLARED END SECTION EA 1,300.0000 5,200.00 0.800 1,040.00 1.800 2,340.00 33 600 MM CONCRETE FLARED END SECTION EA 1,350.0000 22,950.00 1.500 2,025.00 4.500 6,075.00 34 900 MM CONCRETE FLARED END SECTION EA 1,900.0000 17,100.00 1.700 3,230.00 2.700 5,130.00 35 1050 MM CONCRETE FLARED END SECTION EA 2,150.0000 8,600.00 1.800 3,870.00 1.800 3,870.00 36 1200 MM CONCRETE FLARED END SECTION EA 2,600.0000 2,600.00 0.000 0.00 37 450 MM ALTERNATIVE FLARED END SECTION EA 585.0000 38,025.00 10.000 5,850.00 44.000 25,740.00 38 600 MM ALTERNATIVE FLARED END SECTION EA 615.0000 34,440.00 7.000 4,305.00 36.000 22,140.00 39 900 MM ALTERNATIVE FLARED END SECTION EA 885.0000 23,010.00 18.000 15,930.00 40 1050 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 41 1200 MM ALTERNATIVE FLARED END SECTION EA 1,450.0000 8,700.00 6.000 8,700.00 42 450 MM SLIDE HEADGATE EA 4,000.0000 4,000.00 0.000 0.00 43 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 135.0000 303,750.00 97.040 13,100.40 1,278.240 172,562.40 44 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 115.0000 27,600.00 24.300 2,794.50 45 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 474,100.00 1,795.135 197,464.85 46 SAND BAG EA 9.0000 11,700.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 6.0000 68,400.00 105.400 632.40 3,795.730 22,774.38 48 MINOR CONCRETE (CURB) M3 900.0000 5,400.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 950.0000 71,250.00 0.000 0.00 CONSTRUCTION) 50 MINOR CONCRETE (TEXTURED PAVING) M3 840.0000 604,800.00 0.000 0.00 51 MISCELLANEOUS IRON AND STEEL KG 3.0000 26,268.00 3,315.000 9,945.00 SF) 52 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 165,780.00 1,823.800 18,238.00 7,654.520 76,545.20 SF) 53 FENCE (TYPE WM, METAL POST) M 15.0000 452,100.00 19,540.832 293,112.48 S) 54 1.2 M WIRE MESH GATE EA 805.0000 805.00 0.000 0.00 S) 55 3.0 M WIRE MESH GATE EA 1,000.0000 18,000.00 0.000 0.00 S) 56 3.7 M WIRE MESH GATE EA 1,500.0000 3,000.00 0.000 0.00 S) 57 4.3 M WIRE MESH GATE EA 1,500.0000 9,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 4.9 M WIRE MESH GATE EA 1,500.0000 6,000.00 0.000 0.00 S) 59 CONCRETE BARRIER DELINEATOR (400 MM) EA 35.0000 1,015.00 0.000 0.00 60 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 0.000 0.00 61 UNDERDRAIN MARKER EA 50.0000 2,100.00 0.000 0.00 62 MARKER (CULVERT) EA 50.0000 10,000.00 0.000 0.00 63 HIGHWAY POST MARKER EA 50.0000 2,350.00 0.000 0.00 64 OBJECT MARKER (TYPE P) EA 100.0000 800.00 0.000 0.00 65 OBJECT MARKER (TYPE K-1) EA 50.0000 100.00 0.000 0.00 66 OBJECT MARKER (TYPE L-1) EA 55.0000 2,695.00 0.000 0.00 67 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 651,000.00 49.530 7,429.50 S) 68 CONCRETE BARRIER (TYPE 25) M 150.0000 70,350.00 300.000 45,000.00 F) 69 CONCRETE BARRIER (TYPE 25 MODIFIED) M 160.0000 338,880.00 0.000 0.00 F) 70 DOUBLE METAL BEAM GUARD RAILING M 90.0000 34,200.00 76.200 6,858.00 S) (WOOD POST) 71 TRANSITION RAILING (TYPE WB) EA 2,700.0000 121,500.00 8.000 21,600.00 S) 72 END CAP EA 300.0000 3,900.00 0.000 0.00 S) 73 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 37,800.00 0.000 0.00 S) 74 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 40,500.00 0.000 0.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 112,000.00 6.000 12,000.00 S) 76 CRASH CUSHION (TYPE CAT) EA 5,000.0000 145,000.00 2.000 10,000.00 S) 77 CRASH CUSHION (TYPE CAT) BACKUP EA 325.0000 9,425.00 2.000 650.00 S) 78 CONCRETE BARRIER (TYPE 60) M 160.0000 131,200.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 60C) M 235.0000 75,200.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60E) M 400.0000 64,000.00 0.000 0.00 81 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 16,400.00 0.000 0.00 S) 82 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 45,850.00 0.000 0.00 S) (SPRAYABLE) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 34,200.00 0.000 0.00 S) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 24,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,500.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 39,500.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,120.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 88 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,760.00 0.000 0.00 S) 89 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 39,680.00 0.000 0.00 S) 90 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.000 0.00 S) 91 LIGHTING (TEMPORARY) LS 300,000.0000 300,000.00 0.716 214,800.00 S) 92 LIGHTING LS 650,000.0000 650,000.00 0.146 94,900.00 0.279 181,350.00 S) 93 SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.189 37,800.00 0.456 91,200.00 S) 94 EXTINGUISHABLE MESSAGE SIGN SYSTEMS LS 100,000.0000 100,000.00 0.031 3,100.00 0.056 5,600.00 S) 95 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 0.040 1,200.00 0.361 10,830.00 S) 96 TRAFFIC COUNT STATION LS 80,000.0000 80,000.00 0.008 640.00 S) PROGRAM CAS145 PAGE 9 DATE 08/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3822V4 TIME 01:09 PM ESTIMATE NO. 16 BID OPENING 01/11/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: INGVOLDSEN, KYLE DATE OF THIS ESTIMATE 08/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,482,979.85 39,896,677.28 ADJUSTMENT OF COMPENSATION 50,526.25 553,052.95 EXTRA WORK 266,167.09 846,209.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,799,673.19 41,295,939.90 97 MOBILIZATION LS 8100,000.0000 8,100,000.00 0.050 405,000.00 1.000 8,100,000.00 ORIGINAL CONTRACT AMOUNT 81,784,984.20 TOTAL WORK COMPLETED 6,204,673.19 49,395,939.90 MATERIALS ON HAND ON SITE 377,887.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -35,411.60 -171,538.54 TOTAL 6,169,261.59 49,602,288.89 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/06/06 500 03/27/06 02/21/06 06/01/09 216 160 0 0 59% 43% PROGRESS IS SATISFACTORY INGVOLDSEN, KYLE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/07