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 11/23/05 EST. NO.19 TIME 10:00 AM R.E. NAME: SYFTESTAD, BRIAN 03-0A6004 --------------------------------------------------------------------------- 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 0005 4,485.91 E.W. @ F.A.(+) 110305 N 0005 0 004 0003 700.00 E.W. @ F.A.(+) 100605 N 0123.0 0004 350.00 022405 N 0124.0 011 0001 -316,357.03 A.C. @ U.P.(-) 092005 N 0001 0 0002 -84,153.93 111705 N 0002 0 018 0010 197,600.57 A.C. @ U.P.(+) 102005 N 0010 0 0011 254,090.48 092105 N 0011 0 0012 302,675.40 082105 N 0012 0 047 0002 -14,763.36 A.C. @ U.P.(-) 102105 N 0002 0 344,628.04 TOTAL THIS ESTIMATE 4,537,773.50 TOTAL PREVIOUS ESTIMATE 4,882,401.54 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 11/23/05 EST. NO.19 TIME 10:00 AM R.E. NAME: SYFTESTAD, BRIAN 03-0A6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PEND ITEM 18 ADJUST -6,000.00 02 PEND ITEM 19 ADJUST -5,000.00 02 25% FAILURE CPM 8/04 -50,288.73 02 PENDING ITEM 56 ADJ -29,266.76 03 PENDING ITEM 55 ADJ -9,426.70 03 25% CPM FAILURE 9/04 -108,670.63 03 RET EST 2 CPM DEDUCT 50,288.73 04 RET EST 3 CPM DEDUCT 108,670.63 04 NONREMO'L TRAFFIC ST -15,000.00 05 REMOVAL OF HAZMWASTE -1,316.00 05 MISSING CPM UPDATES -80,651.40 09 NO UPDATE REC'D 4/05 -142,793.00 10 MAY CPM NOT RECEIVED -362,675.52 11 NO CPM UPDATE 25% -561,024.07 14 CPM FORMAL FINALIZAT -10,000.00 15 REC'D 4/5 CPM UPDATE 142,793.00 15 REC'D 5/5 CPM UPDATE 362,675.52 15 REC'D 7/5 CPM UPDATE 561,024.07 15 RETURN CPM DED EST 9 80,651.40 15 COZEEP 8/22/05 -800.00 16 COZEEP 8/15,16,17/05 -200.00 16 NO CPM NARATIVES -292,387.35 19 RETURN CPM FINALIZAT 10,000.00 19 -282,387.35 -359,396.81 LABOR COMPLIANCE VIOLATION PER LTR DATED 08/04 -10,000.00 02 PER LTR DATED 09/04 -10,000.00 03 PER LTR DATED 10/4 -10,000.00 04 REC'D PAYROLLS 8/4 10,000.00 05 REC'D PAYROLLS 9/4 10,000.00 05 PER LTR DATED 12/04 -10,000.00 06 RETURN 12/04 DEDUCT 10,000.00 07 PER LTR DATED 02/05 -1,000.00 08 PER LTR DATED 03/05 -2,000.00 09 PAYROLLS REC'D 3/05 2,000.00 10 PER LTR DATED 05/05 -10,000.00 11 PER LTR DATED 7/05 -7,000.00 14 RETURN DEDUCTION 5/5 5,000.00 14 RETURN DEDUCT'N 10/4 7,000.00 14 PER LTR DATED 8/05 -10,000.00 16 REC'D PAYROLLS 5/05 5,000.00 16 PER LTR 09/05 -7,000.00 17 REC'D PYROOS 10/04 3,000.00 17 PER LTR 10/05 -5,000.00 18 RECVD PAYROLLS 2/05 1,000.00 18 RECVD PAYROLLS 7/05 7,000.00 18 PER LTR DATED 11/05 -10,000.00 19 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 11/23/05 EST. NO.19 TIME 10:00 AM R.E. NAME: SYFTESTAD, BRIAN 03-0A6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RETURN 08/05 DEDUCT 10,000.00 19 RETURN 09/05 DEDUCT 7,000.00 19 RETURN 10/05 DEDUCT 5,000.00 19 12,000.00 -10,000.00 TOTAL DEDUCTIONS -270,387.35 -369,396.81 PROGRAM CAS145 PAGE 1 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-14.3/33.3 ----------------------- TEICHERT CONSTRUCTION IN PLACER COUNTY IN AND NEAR AUBURN P O BOX 276830 AT VARIOUS LOCATIONS SACRAMENTO CA 958276830 FED. AID NO. ACIM-080 -3(231)120,ACIM-080 -3(231)E ,ACBH-080 -E(231)120 ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 610,000.00 18.000 36,000.00 189.000 378,000.00 04 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.494 29,640.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.675 13,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.010 5,000.00 0.586 293,000.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 46,200.00 6,938.400 24,284.40 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 7,650.00 7,291.000 10,936.50 S) 10 TRAFFIC PLASTIC DRUM EA 80.0000 6,000.00 18.000 1,440.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.010 500.00 0.586 29,300.00 S) 12 PORTABLE RADAR TRAILER LS 8,000.0000 8,000.00 0.010 80.00 0.586 4,688.00 13 TEMPORARY RAILING (TYPE K) M 50.0000 143,500.00 2,889.000 144,450.00 14 TEMPORARY CRASH CUSHION MODULE EA 250.0000 14,000.00 89.000 22,250.00 15 TEMPORARY TRAFFIC SCREEN M 13.0000 10,530.00 1,012.000 13,156.00 16 ABANDON CULVERT EA 1,250.0000 1,250.00 -1.000 -1,250.00 1.000 1,250.00 17 REMOVE METAL BEAM GUARD RAILING M 32.0000 13,440.00 0.000 0.00 18 REMOVE YELLOW TRAFFIC STRIPE M 7.0000 7,910.00 3,943.000 27,601.00 19 REMOVE WHITE TRAFFIC STRIPE M 5.2000 2,600.00 4,782.220 24,867.54 20 REMOVE ROADSIDE SIGN EA 32.0000 6,720.00 0.000 0.00 21 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 0.000 0.00 22 REMOVE ASPHALT CONCRETE M3 35.0000 2,310.00 66.580 2,330.30 PROGRAM CAS145 PAGE 2 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 2.1000 103,740.00 10,511.900 22,074.99 24 REMOVE CULVERT M 50.0000 1,650.00 23.700 1,185.00 25 REMOVE UNDERDRAIN M 15.0000 810.00 0.000 0.00 26 REMOVE INLET EA 600.0000 2,400.00 10.000 6,000.00 27 REMOVE HEADWALL EA 700.0000 700.00 1.000 700.00 28 REMOVE DOWNDRAIN EA 400.0000 1,600.00 4.000 1,600.00 29 REMOVE ASPHALT CONCRETE SURFACING M2 16.0000 131,520.00 2,608.842 41,741.47 30 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 140.0000 21,000.00 6.000 840.00 31 REMOVE CONCRETE DECK SURFACE M2 65.0000 16,315.00 251.000 16,315.00 32 RECONSTRUCT FENCE M 80.0000 12,000.00 0.000 0.00 (TYPE WM, METAL POST) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 45.0000 531,000.00 0.000 0.00 S) 34 RECONSTRUCT METAL BEAM GUARD RAILING M 64.0000 49,280.00 0.000 0.00 S) (2.1 M POST) 35 RELAY ENTRANCE TAPER EA 800.0000 28,000.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 170.0000 2,550.00 0.000 0.00 37 ADJUST INLET EA 800.0000 112,000.00 0.000 0.00 38 ADJUST SLOTTED DRAIN TO GRADE M 130.0000 49,400.00 0.000 0.00 39 MODIFY INLET EA 1,700.0000 17,000.00 1.000 1,700.00 40 PLASTIC PIPE LINER (985 MM ID) M 775.0000 17,825.00 23.160 17,949.00 S) 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 1,379,200.00 1,412.000 2,259.20 482,917.230 772,667.57 S) 42 RUMBLE STRIPS IN ASPHALT CONCRETE STA 30.0000 18,090.00 0.000 0.00 S) PAVEMENT (GROUND IN) 43 REMOVE CONCRETE M3 50.0000 7,500.00 51.000 2,550.00 44 REMOVE CONCRETE CURB M 12.0000 50,880.00 3,768.600 45,223.20 45 REMOVE CONCRETE CURB AND SIDEWALK M 25.0000 6,250.00 25.000 625.00 238.300 5,957.50 46 REMOVE CONCRETE SIDEWALK M 25.0000 625.00 -25.000 -625.00 17.100 427.50 47 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.3000 58,527.00 1,010.148 6,363.93 3,500.000 22,050.00 48 CAP INLET EA 1,300.0000 3,900.00 2.000 2,600.00 49 REMOVE BARRIER RAILING M 42.0000 14,700.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE TREE EA 400.0000 1,200.00 3.000 1,200.00 51 ROADWAY EXCAVATION M3 27.5000 470,250.00 9,885.670 271,855.93 52 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200.00 53 ROADWAY EXCAVATION (GORE REMOVAL) M3 30.0000 24,600.00 724.340 21,730.20 54 SHOULDER BACKING STA 150.0000 54,000.00 0.000 0.00 55 GEOSYNTHETIC REINFORCED EMBANKMENT M2 10.5000 5,565.00 2,865.000 30,082.50 56 IMPORTED BORROW M3 71.0000 43,310.00 1,976.000 140,296.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 57 IMPORTED MATERIAL (SHOULDER BACKING) TONN 19.0000 85,690.00 0.000 0.00 58 SOIL WRAP M3 13.5000 4,725.00 0.000 0.00 S) 59 EROSION CONTROL (MULCH) M2 24.0000 5,040.00 1,070.000 25,680.00 S) 60 EROSION CONTROL (COIR NETTING) M2 8.0000 14,320.00 1,070.000 8,560.00 S) 61 EROSION CONTROL (COMPOST) KG 27.0000 864.00 32.000 864.00 S) 62 CLASS 2 AGGREGATE BASE M3 43.0000 361,200.00 3,179.050 136,699.15 63 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 19,200.00 0.000 0.00 64 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 57,000.00 -135.000 -40,500.00 95.959 28,787.70 65 ASPHALT CONCRETE (TYPE A) TONN 53.0000 13,462,000.00 8,052.250 426,769.25 110,616.410 5,862,669.73 66 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 66.0000 2,937,000.00 0.000 0.00 67 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 14.00 4.890 4.89 REINFORCING FABRIC) 68 PAVEMENT REINFORCING FABRIC M2 1.5000 16,500.00 3,719.000 5,578.50 10,005.000 15,007.50 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 4.0000 130,400.00 869.580 3,478.32 892.310 3,569.24 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 66,500.00 905.000 2,262.50 929.000 2,322.50 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 1,225.00 0.000 0.00 72 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 48.0000 6,144,000.00 -1,703.700 -81,777.60 94,194.950 4,521,357.60 MAXIMUM GRADING) 73 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 550.00 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 35,250.00 1,861.000 4,652.50 2,432.000 6,080.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 29,250.00 157.500 393.75 76 CONCRETE PAVEMENT M3 300.0000 375,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 30.0000 780.00 0.000 0.00 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,600.0000 1,982,400.00 50.593 80,948.80 226.864 362,982.40 (TYPE R) 79 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 85,250.00 36.426 56,460.30 F) 80 MINOR CONCRETE (BARRIER SLAB) M3 400.0000 304,000.00 764.000 305,600.00 81 MINOR CONCRETE (BARRIER CAP) M3 950.0000 788,500.00 805.840 765,548.00 82 PAVING NOTCH EXTENSION M3 4,500.0000 157,500.00 15.485 69,682.50 83 FURNISH POLYESTER CONCRETE OVERLAY M3 1,450.0000 337,850.00 21.775 31,573.75 104.587 151,651.15 84 PLACE POLYESTER CONCRETE OVERLAY M2 42.0000 400,722.00 934.000 39,228.00 3,751.293 157,554.31 F) 85 JOINT SEAL (MR 30 MM) M 130.0000 27,560.00 0.000 0.00 S) 86 JOINT SEAL (MR 15 MM) M 115.0000 35,190.00 0.000 0.00 S) 87 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.2000 41,760.00 5,741.000 41,335.20 11,068.000 79,689.60 F) WITH WALKWAY) 88 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.7500 21,750.00 3,042.000 11,407.50 6,620.000 24,825.00 SF)WITH WALKWAY) 89 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 446,381.00 49,464.000 321,516.00 71,388.000 464,022.00 F) 90 INSTALL SIGN STRUCTURE (TRUSS) KG 1.3000 89,276.20 39,778.000 51,711.40 48,823.000 63,469.90 SF) 91 760 MM CAST-IN-DRILLED-HOLE M 1,600.0000 208,000.00 109.330 174,928.00 S) CONCRETE PILE (SIGN FOUNDATION) 92 920 MM CAST-IN-DRILLED-HOLE M 1,700.0000 5,100.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1070 MM CAST-IN-DRILLED-HOLE M 1,700.0000 11,900.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 12,950.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 95 ROADSIDE SIGN - ONE POST EA 180.0000 7,560.00 0.000 0.00 96 ROADSIDE SIGN - TWO POST EA 360.0000 24,120.00 0.000 0.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 6,480.00 0.000 0.00 METHOD) 98 300 MM CORRUGATED STEEL PIPE M 300.0000 15,600.00 44.300 13,290.00 (2.01 MM THICK) 99 450 MM CORRUGATED STEEL PIPE M 310.0000 6,200.00 24.400 7,564.00 (2.01 MM THICK) 00 750 MM CORRUGATED STEEL PIPE M 480.0000 2,880.00 6.000 2,880.00 (2.77 MM THICK) 01 1200 MM CORRUGATED STEEL PIPE M 600.0000 23,400.00 39.000 23,400.00 (2.77 MM THICK) 02 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 110.0000 7,590.00 0.000 0.00 (2.01 MM THICK) 03 200 MM NON-PERFORATED STEEL PIPE M 140.0000 7,560.00 0.000 0.00 UNDERDRAIN (2.01 MM THICK) PROGRAM CAS145 PAGE 5 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 6,000.00 26.200 5,240.00 (1.63 MM THICK) 05 300 MM ANCHOR ASSEMBLY EA 260.0000 3,120.00 12.000 3,120.00 06 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 60.0000 42,000.00 0.000 0.00 07 ROCK SLOPE PROTECTION M3 65.0000 13,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 08 ROCK SLOPE PROTECTION FABRIC M2 3.0000 4,650.00 0.000 0.00 09 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,300.0000 37,700.00 1.690 2,197.00 22.360 29,068.00 10 MINOR CONCRETE (CURB RAMP) M3 1,350.0000 31,050.00 10.689 14,430.15 42.579 57,481.65 11 MISCELLANEOUS IRON AND STEEL KG 5.0000 29,600.00 2,960.000 14,800.00 SF) 12 DELINEATOR (CLASS 1) EA 28.0000 3,640.00 0.000 0.00 13 DELINEATOR (CLASS 2) EA 28.0000 19,600.00 0.000 0.00 14 HIGHWAY POST MARKER EA 28.0000 2,072.00 0.000 0.00 15 OBJECT MARKER (TYPE K-1) EA 28.0000 420.00 0.000 0.00 16 OBJECT MARKER (TYPE L-1) EA 28.0000 1,764.00 0.000 0.00 17 METAL BEAM GUARD RAILING (WOOD POST) M 78.0000 255,060.00 0.000 0.00 S) 18 TERMINAL SYSTEM (TYPE ET) EA 2,900.0000 8,700.00 0.000 0.00 S) 19 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 0.000 0.00 S) 20 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 25,800.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 736 MOD) M 220.0000 88,000.00 401.550 88,341.00 22 CONCRETE BARRIER (TYPE 736 B MOD) M 440.0000 162,800.00 363.250 159,830.00 23 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 35,520.00 0.000 0.00 S) 24 THERMOPLASTIC TRAFFIC STRIPE M 0.3300 41,910.00 0.000 0.00 S) (SPRAYABLE) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8400 2,209.20 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 11,424.00 0.000 0.00 S) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5200 44,616.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5500 715.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 189.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 7,812.00 253.000 784.30 S) PROGRAM CAS145 PAGE 6 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER EA 10.5000 48,090.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 32 LIGHTING AND SIGN ILLUMINATION LS 1350,000.0000 1,350,000.00 0.440 594,000.00 S) 33 TRAFFIC OPERATIONS SYSTEMS LS 475,000.0000 475,000.00 0.051 24,225.00 0.556 264,100.00 S) 34 MODIFY SIGNAL AND LIGHTING LS 67,000.0000 67,000.00 0.253 16,951.00 S) 35 FIBER OPTIC SYSTEM LS 1780,000.0000 1,780,000.00 0.102 181,560.00 0.950 1,691,000.00 S) 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 0.000 0.00 38 BAR REINFORCING STEEL KG 3.5000 24,605.00 7,030.000 24,605.00 F) PROGRAM CAS145 PAGE 7 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6004 TIME 10:00 AM ESTIMATE NO. 19 BID OPENING 04/28/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/05 R.E. NAME: SYFTESTAD, BRIAN DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,169,549.40 18,736,253.77 ADJUSTMENT OF COMPENSATION 339,092.13 4,731,652.03 EXTRA WORK 5,535.91 150,749.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,514,177.44 23,618,655.31 39 MOBILIZATION LS 2200,000.0000 2,200,000.00 1.000 2,200,000.00 ORIGINAL CONTRACT AMOUNT 40,462,115.40 TOTAL WORK COMPLETED 1,514,177.44 25,818,655.31 MATERIALS ON HAND ON SITE 243,249.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -270,387.35 -369,396.81 TOTAL 1,243,790.09 25,692,508.28 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 06/24/04 305 07/14/04 07/09/04 10/15/07 176 166 -8 0 60% 59% PROGRESS IS SATISFACTORY SYFTESTAD, BRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/05