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3.3. SR 10-18-2010~/ City of Elk -~-~ River REQUEST FOR ACTION TO ITEM NUMBER Ci Council 3.3. AGENDA SECTION MEETING DATE PREPARED BY Consent October 18, 2010 ustin Femrite, Ci En ~ eer ITEM DESCRIPTION REVIEWED By September Pay Estimates Lori ohnson, Ci Administrator REVIEWED BY ACTION REQUESTED The City Council is asked to approve the pay estimates as described below. BACKGROUND/DISCUSSION Listed below are pay estimates that have been submitted for approval. I have reviewed these pay estimates and find them to be accurate and in accordance with the respective contracts. FINANCIAL IMPACT PROJECT PAY EST. # CONTRACTOR AMOUNT 182°d Avenue Storm Sewer Improvements Final Brenteson Companies, Inc. $2,616.75 193`d Avenue Street and Utility Improvements 10 R.L. Larson Excavating $69,427.37 Line Avenue Overlay Improvements * Final Knife River Corporation $620.00 * City of Elk River portion of Sherburne County contract with Knife River Corporation for improvements to Line Avenue. ATTACHMENTS ^ Pay estimate as referenced above. Action Motion by Second by Vote Follow Up N:\Public Bodies\Ciry Council\Council RCA\Agenda Packet\10-18-2010\10-18-2010 Pay Estimate Request for Acdon.docm PAY ESTIMATE NO. 2 -FINAL COMPLETION DATE AMOUNT OF CONTRACT FROM: September 11, 2010 ORIGINAL: 09/30/10 ORIGINAL: $38,652.36 TO: September 30, 2010 REVISED: REVISED: PROJECT: 182nd Avenue Storm Sewer Improvements CONTRACTOR: Brenteson Companies, Inc. ADDRESS: P.O. Box 335, Big Lake, MN 55309 OWNER: CITY OF ELK RIVER PHONE: (763) 263-3100 FAX: (763) 241-1798 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION UNIT QTY. UNIT QTY AMOUNT QTY AMOUNT NO. TOTAL PRICE R(`FiFI)7 ii F 1 O _ RTRF.FT 1 MOBILIZATION LS 2 REMOVE CONCRETE CURB LF 3 REMOVE CONCRETE WALK SF 4 REMOVE CONCRETE PAVEMENT SY 5 REMOVE BITUMINOUS PAVEMENT SY 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 7 SALVAGE AGGREGATE CY 8 AGGREGATE BASE CLASS 5 (LV) CY 9 MILL BTTUMINOUS SURFACE Q.5") SY 10 TYPE MV3 WEAR COURSE MIXTURE (MVWE35035B) TON 11 TYPE LV3 NON-WEARING COURSE MIXTURE (LVNW35030B) TON 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 13 ADJUST FRAME AND RING CASTING EACH 14 4" CONCRETE SIDEWALK SF 15 CONCRETE CURB AND GUTTER 28" SURMOUNTABLE LF 16 8" CONCRETE VALLEY GUTTER SY 17 8" CONCRETE VALLEY GUTTER TRIANGULAR SECTION EACH 18 TRUNCATED DOMES (PEDESTRIAN CURB RAMP) EACH 19 TRAFFIC CONTROL LS 20 INLET PROTECTION EACH Pay Estimate 182nd St Storm No 2.~ds 1 OF 2 1.00 $ 2,407.19 108 $ 9.00 68 $ 0.77 21.4 $ 0.62 371 $ 1.48 232 $ 3.50 136.0 $ 0.85 45 $ 13.45 113 $ 8.80 47 $ 115.50 47 $ no.oo 20 $ 6.05 3 $ 311.00 68 $ 5.50 to8 $ 27.50 5 $ 60.50 2 $ 550.00 1 $ 550.00 l.oo $ sao.oo 6 $ 285.30 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 13.00 $174.85 10.00 $88.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 1.00 $2,407.19 191 $1,719.00 98 $75.46 6.7 $4.15 371 $549.08 215 $752.50 0 $0.00 81 $1,089.45 75 $660.00 40.41 $4,667.36 45.07 $4,957.70 12 $72.60 3 $933.00 98 $539.00 191 $5,252.50 6.7 $40535 2 $1,100.00 1 $550.00 1.00 $880.00 5 $1,426.50 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION UNIT QTY. UNIT QTY AMOUNT QTY AMOUNT NO. TOTAL PRICE SCHEDULE 2.0 -STORM 21 REMOVE SEWER PIPE (STORM) LF 22 4" PERF TP PIPE DRAIN LF 23 12" RC PIPE SEWER DES 3006, CL V LF 24 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 25 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 26 REPAIR DRAINAGE STRUCNRE EACH 27 ROCK BEDDING CY TOTAL SCHEDULE 1.0 TOTAL SCHEDULE 2.0 T TOTAL THIS PERIOD T TOTAL TO DATE - - - - - - - ' ::jCO_ TAC THIS •P.ERIQD ; ~ ; ~ ; ~ ~ ; ~ ; TQ7QL:TQ C7AT.E ; ~ ; ~ ; ~ ; AMOUNT EARNED $606.38 $ 40,813.68 AMOUNT RETAINED $ (2,010.37) $ - MATERIAL ON SITE - - - - - - - - - - $ _ - - - $ MATERIAL DEDUCT. $ S PREVIOUS PAYMENTS - - - - - - - - - - - - - - - - - - - - - - - - ««««««««««««««««««,.«««««««««««««««««««« - - - - g - - 38,196.93 AMOUNT DUE . • . . ' •2,616.75 ~ . ' • $2,616.75 Pay Estimate 182nd St Storm No 2.x16 2 OF 2 103 $ 8.67 189 $ 9.02 194 $ 25.39 3 $ 1,000.00 I $ 1,621.85 3 $ 148.44 9 $ 38.17 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 9 $343.53 $262.85 $343.53 $606.38 100 $867.00 174 $1,569.48 194 $4,925.66 3 $3,000.00 I $1,621.85 3 $445.32 9 $343.53 $28,040.84 $12,772.84 $40,813.68 PARTIAL PAYMENT ESTIMATE N0.10 FROM: November 30, 2009 COMPLETION DATE AMOUNT OF CONTRACT TO: May 31, 2010 ORIGINAL: November 1, 2009 ORIGINAL: $3,895,777.01 REVISED: REVISED: $3,486,355.00 PROJECT: 193RD AVENUE NW - S.P. 204-104-07 STPX 7109(112) CONTRACTOR: R.L. CARSON EXCAVATING, INC. 2225 12th STREET SE OWNER: CITY OF ELK RIVER ADDRESS: ST. CLOUD, MN 56304-9705 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO. NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE SCHEDULE 1.0 -193RD AVENUE 1 2021.501 MOBILIZATION LS 1.00 $200,000.00 0.00 $0.00 1.00 $200,000.00 2 2041.610 TRAINEES HOUR 900.00 $0.01 0.00 $0.00 0.00 $0.00 3 2101.501 CLEARING AC 7.15 $1,800.00 0.00 $0.00 7.07 $12,726.00 4 2101.502 CLEARING TREE 16.00 $100.00 0.00 $0.00 14.00 $1,400.00 5 2101.506 GRUBBING AC 7.15 $1,000.00 0.00 $0.00 7.07 $7,070.00 6 2101.507 GRUBBING TREE 16.00 $50.00 0.00 $0.00 15.00 $750.00 7 2104.501 REMOVE SEWER PIPE (STORM) LF 467.00 $8.00 0.00 $0.00 414.00 $3,312.00 8 2104.501 REMOVE SEWER PIPE (SANITARY) LF 75.00 $10.00 0.00 $0.00 75.00 $750.00 9 2104.501 REMOVE WATERMAIN LF 517.00 $4.00 0.00 $0.00 479.00 $1,916.00 10 2104.501 REMOVE FENCE LF 3,693.00 $3.00 0.00 $0.00 2091.00 $6,273.00 11 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 4,050.00 $2.00 0.00 $0.00 3511.50 $7,023.00 12 2104.505 REMOVE CONCRETE PAVEMENT SY 80.00 $10.00 0.00 $0.00 23.00 $230.00 13 2104.505 REMOVE CONCRETE SIDEWALK SY 450.00 $8.00 0.00 $0.00 393.00 $3,144.00 14 2104.505 REMOVE BITUMINOUS PAVEMENT SY 9,670.00 $2.50 0.00 $0.00 8825.00 $22,062.50 15 2104.509 REMOVE MANHOLE OR CATCHBASIN EACH 8.00 $400.00 0.00 $0.00 8.00 $3,200.00 16 2104.509 REMOVE SIGN EACH 18.00 $20.00 0.00 $0.00 2.00 $40.00 17 2104.513 SAW CUT BITUMINOUS (FULL DEPTH) LF 1,923.00 $2.50 0.00 $0.00 1790.00 $4,475.00 18 2104.521 SALVAGE CHAINLINK FENCE LF 45.00 $3.00 0.00 $0.00 0.00 $0.00 19 2104.523 SALVAGE HYDRANT AND VALVE EACH 1.00 $1,200.00 0.00 $0.00 0.00 $0.00 PayEst-193rd-l0.xls PAGE 1 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO. NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE 20 2104.523 SALVAGE MAILBOX EACH 6.00 $30.00 0.00 $0.00 5.00 $150.00 21 2104.523 SALVAGE SIGN EACH 2.00 $20.00 0.00 $0.00 4.00 $80.00 22 2105.501 COMMON EXCAVATION (P) CY 36,674.00 $6.00 0.00 $0.00. 36674.00 $220,044.00 23 2105.505 MUCK EXCAVATION (EV) CY 20,000.00 $2.50 0.00 $0.00 16460.50 $41,151.25 24 2105.507 SUBGRADE EXCAVATION (EV) CY 4,952.00 $3.00 0.00 $0.00 4725.00 $14,175.00 25 2105.522 SELECT GRANULAR BORROW (CV) CY 2,000.00 $11.00 0.00 $0.00 0.00 $0.00 26 2105.525 TOPSOIL BORROW (LV) CY 450.00 $16.00 0.00 $0.00 252.00 $4,032.00 27 2105.601 DEWATERING LS 1.00 $0.01 0.00 $0.00 0.00 $0.00 28 2105.607 EXCAVATION SPECIAL (MINING) (EV) CY 13,420.00 $2.40 0.00 $0.00 9697.00 $23,272.80 29 2105.607 POND EXCAVATION (P) CY 65,446.00 $2.50 0.00 $O.DO 65446.00 $163,615.00 30 2211.501 AGGREGATE BASE CLASS 5, ROAD TON 15,000.00 $10.00 0.00 $0.00 13167.35 $131,673.50 31 2211.501 AGGREGATE BASE CLASS 5, TRAIL TON 465.00 $12.00 0.00 $0.00 468.27 $5,619.24 32 2232.501 MILL BITUMINOUS PAVEMENT SY 265.00 $6.00 0.00 $0.00 28.20 $169.20 33 2350.501 TYPE MV4 WEAR COURSE MIXTURE (B) TON 3,480.00 $68.00 0.00 $0.00 2655.26 $180,557.68 34 2350.501 TYPE LV4 WEAR COURSE MIXTURE (TRAIL) (B) TON 200.00 $68.00 198.00 $13,464.00 198.00 $13,464.00 35 2350.501 TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY) (B) TON 50.00 $80.00 0.00 $0.00 49.00 $3,920.00 36 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE (BASE) (B) TON 3,570.00 $62.00 0.00 $0.00 3572.36 $221,486.32 37 2411.618 BLOCK RETAINING WALL SPECIAL (WET CAST) SF 16,600.00 $24.00 0.00 $0.00 13401.50 $321,636.00 38 2411.618 MODULAR BLOCK RETAINING WALL SF 4,150.00 $16.00 0.00 $0.00 3889.00 $62,224.00 39 2452.601 STEEL SHEET PILING LS 1.00 $685,000.00 0.00 $0.00 0.00 $0.00 40 2452.601 STEEL SHEET PILING (RETAINING WALL) LS 1.00 $145,000.00 0.00 $0.00 1.00 $145,000.00 41 2501.561 15" RCP CULVERT DESIGN 3006 CL V LF 113.00 $23.50 0.00 $0.00 104.00 $2,444.00 42 2501.561 18" RCP CULVERT DESIGN 3006 CL III LF 118.00 $24.50 0.00 $0.00 104.00 $2,548.00 43 2501.602 12" FLARED END SECTION W/TRASHGUARD EACH 1.00 $500.00 0.00 $0.00 1.00 $500.00 44 2501.602 15" FLARED END SECTION W/TRASHGUARD EACH 5.00 $550.00 0.00 $0.00 4.00 $2,200.00 45 2501.602 18" FLARED END SECTION W/TRASHGUARD EACH 4.00 $600.00 0.00 $0.00 4.00 $2,400.00 46 2501.602 21" FLARED END SECTION W/TRASHGUARD EACH 1.00 $750.00 0.00 $0.00 1.00 $750.00 47 2501.602 30" FLARED END SECTION W/TRASHGUARD EACH 1.00 $1,100.00 0.00 $0.00 1.00 $1,100.00 48 2502.541 4" PERF PE PIPE DRAIN LF 2,000.00 $4.00 0.00 $0.00 775.00 $3,100.00 49 2503.521 36" SPAN RC PIPE -ARCH SEWER CL ILA LF 172.00 $68.00 0.00 $0.00 172.00 $11,696.00 50 2503.521 28" SPAN RC PIPE -ARCH SEWER CL ILA LF 211.00 $54.00 0.00 $0.00 211.00 $11,394.00 PayEst-193rd-10.x1s PAGE 2 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO, NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE 51 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 2,178.00 $26.00 0.00 $0.00 1907.00 $49,582.00 52 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,826.00 $26.00 0.00 $0.00 1725.00 $44,850.00 53 2503.541 18" RC PIPE SEWER DES 3006, CL III LF 632.00 $28.00 0.00 $0.00 619.00 $17,332.00 54 2503.541 21" RC PIPE SEWER DES 3006, CL III LF 189.00 $36.00 0.00 $0.00 183.00 $6,588.00 55 2503.541 24" RC PIPE SEWER DES 3006, CL III LF 556.00 $30.00 0.00 $0.00 556.00 $16,680.00 56 2503.541 30" RC PIPE SEWER DES 3006, CL III LF 50.00 $40.00 0.00 $0.00 41.00 $1,640.00 57 2503.602 CONNECT TO EXISTING STORM SEWER EACH 3.00 $400.00 0.00 $0.00 3.00 $1,200.00 58 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 $600.00 0.00 $0.00 4.00 $2,400.00 59 2504.602 10" GATE VALVE AND BOX EACH 2.00 $1,800.00 0.00 $0.00 2.00 $3,600.00 60 2504.602 12" GATE VALVE AND BOX EACH 10.00 $2,200.00 0.00 $0.00 10.00 $22,000.00 61 2504.602 CONNECT TO EXISTING WATERMAIN EACH 4.00 $800.00 0.00 $0.00 4.00 $3,200.00 62 2504.602 ADJUST VALVE BOX EACH 2.00 $200.00 0.00 $0.00 4.00 $800.00 63 2504.602 INSTALL SALVAGED HYDRANT AND VALVE EACH 1.00 $2,600.00 0.00 $0.00 0.00 $0.00 64 2504.602 INSTALL HYDRANT AND VALVE EACH 6.00 $3,800.00 0.00 $0.00 6.00 $22,800.00 65 2504.602 2" WATER SERVICE CONNECTION EACH 3.00 $1,200.00 0.00 $0.00 3.00 $3,600.00 66 2504.602 1" WATER SERVICE CONNECTION EACH 1.00 $900.00 0.00 $0.00 1.00 $900.00 67 2504.603 2" TYPE K COPPER PIPE LF 16.00 $20.00 0.00 $0.00 15.00 $300.00 68 2504.603 1" TYPE K COPPER PIPE LF 65.00 $10.00 0.00 $0.00 65.00 $650.00 69 2504.603 6" DUCTILE IRON WATERMAIN CL52 LF 13.00 $44.00 0.00 $0.00 0.00 $0.00 70 2504.603 8" DUCTILE IRON WATERMAIN CL52 LF 184.00 $38.00 0.00 $0.00 164.50 $6,251.00 71 2504.603 10" DUCTILE IRON WATERMAIN CL52 LF 300.00 $40.00 0.00 $0.00 259.00 $10,360.00 72 2504.603 12" DUCTILE IRON WATERMAIN CL52 LF 4,160.00 $48.00 0.00 $0.00 4159.00 $199,632.00 73 2504.603 12"HDPE DIRECTIONALLY DRILLED -WATERMAIN LF 90.00 $130.00 0.00 $0.00 90.00 $11,700.00 74 2504.603 12" HDPE DIRECTIONALLY DRILLED -STORM SEWER LF 922.00 $80.00 0.00 $0.00 922.00 $73,760.00 75 2504.604 4" WATERMAIN INSULATION SY 250.00 $25.00 0.00 $0.00 3.50 $87.50 76 2504.608 DUCTILE IRON FITTINGS LB 3,130.00 $5.50 0.00 $0.00 3087.00 $16,978.50 77 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 27.00 $1,950.00 0.00 $0.00 24.00 $46,800.00 78 2506.502 CONST DRAINAGE STRUCTURE DESIGN 60-4020 EACH 6.00 $2,000.00 0.00 $0.00 6.00 $12,000.00 79 2506.502 CONST DRAINAGE STRUCTURE DESIGN 72-4020 EACH 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 80 2506.502 CONST DRAINAGE STRUCTURE DESIGN 84-4020 EACH 1.00 $22,000.00 0.00 $0.00 1.00 $22,000.00 81 2506.602 CONST DRAINAGE ST. DESIGN SPECIAL 24"X36" EACH 25.00 $1,400.00 0.00 $0.00 24.00 $33,600.00 PayEst-193rd-l0.xls PAGE 3 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO. NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE 82 2506.602 CONST DRAINAGE STRUCTURE SPECIAL EACH 2.00 $3,000.00 0.00 $0.00 2.00 $6,000.00 83 2506.602 RECONSTRUCT STRUCTURE, SANITARY EACH 1.00 $800.00 0.00 $0.00 1.00 $800.00 84 2506.602 RECONSTRUCT STRUCTURE, STORM EACH 1.00 $800.00 0.00 $0.00 1.00 $800.00 85 2506.602 ADJUST FRAME, RING, AND CASTING EACH 3.00 $250.00 0.00 $0.00 2.00 $500.00 86 2511.502 RANDOM RIP RAP CLASS IV TON 220.00 $50.00 0.00 $0.00 180.00 $9,000.00 87 2521.501 4" CONCRETE SIDEWALK SF 27,690.00 $2.40 0.00 $0.00 27257.00 $65,416.80 88 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LF 9,000.00 $8.60 0.00 $0.00 8520.00 $73,272.00 89 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 TIPOUT LF 7,600.00 $8.60 0.00 $0.00 7765.00 $66,779.00 90 2531.502 CONCRETE CURB & GUTTER SPECIAL LF 1,650.00 $8.60 0.00 $0.00 1690.00 $14,534.00 91 2531.507 CONCRETE DRIVEWAY PAVEMENT (6" THICK) SY 70.00 $38.00 0.00 $0.00 61.90 $2,352.20 92 2531.507 4" CONCRETE MEDIAN SY 575.00 $21.00 0.00 $0.00 456.30 $9,582.30 93 2531.602 CONCRETE MEDIAN NOSE EACH 7.00 $320.00 0.00 $0.00 7.00 $2,240.00 94 2531.602 VALLEY GUTTER TRIANGULAR SECT. (8" THICK) EACH 3.00 $320.00 0.00 $0.00 3.00 $960.00 95 2531.604 CONCRETE VALLEY GUTTER (8" THICK) SY 30.00 $60.00 0.00 $0.00 22.30 $1,338.00 96 2531.618 2' WIDE CONCRETE SF 1,100.00 $3.75 0.00 $0.00 1084.00 $4,065.00 97 2531.618 2' WIDE COLORED CONCRETE SF 2,500.00 $5.25 0.00 $0.00 2272.00 $11,928.00 98 2531.618 TRUNCATED DOMES SF 88.00 $36.00 0.00 $0.00 80.00 $2,880.00 99 2540.602 INSTALL SALVAGED MAILBOX EACH 6.00 $50.00 0.00 $0.00 5.00 $250.00 100 2557.603 INSTALL SALVAGED CHAINLINK FENCE LF 45.00 $12.00 0.00 $0.00 0.00 $0.00 101 2557.603 F & I CHAINLINK FENCE LF 1,975.00 $24.00 1975.00 $47,400.00 1975.00 $47,400.00 102 2563.601 TRAFFIC CONTROL LS 1.00 $5,500.00 0.00 $0.00 1.00 $5,500.00 103 2563.601 DETOUR PLAN 1 LS 1.00 $2,400.00 0.00 $0.00 1.00 $2,400.00 104 2563.601 DETOUR PLAN 2 LS 1.00 $2,000.00 D.00 $0.00 1.00 $2,000.00 105 2563.601 DETOUR PLAN 3 LS 1.00 $3,000.00 0.00 $0.00 1.00 $3,000.00 106 2564.531 F & I SIGN PANEL, TYPE C SF 509.25 $28.00 0.00 $0.00 515.75 $14,441.00 107 2564.531 F $ (STREET SIGN EACH 8.00 $250.00 0.00 $0.00 8.00 $2,000.00 108 2564.602 INSTALL SALVAGED 51GN EACH 2.00 $100.00 0.00 $0.00 3.00 $300.00 109 2573.502 SILT FENCE TYPE MACHINE SLICED LF 9,100.00 $2.00 0.00 $0.00 7825.00. $15,650.00 110 2573.505 FLOTATION SILT CURTAIN, TYPE STILL WATER LF 510.00 $12.50 0.00 $0.00 350.00 $4,375.00 111 2573.530 INLET PROTECTION EACH 56.00 $200.00 27.00 $5,400.00 54.D0 $10,800.00 112 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4.00 $800.00 0.00 $0.00 3.00 $2,400.00 PayEsf-193rd-l0.xls PAGE 4 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO, NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE 113 2575.505 SODDING SY 3,400.00 $4.00 10.00 $40.D0 1147.00 $4,588.00 114 2575.523 EROSION CONTROL BLANKET, CATEGORY 3 SY 12,000.00 $1.10 3981.00 $4,379.10 10348.00 $11,382.80 115 2575.605 SEEDING (TYPE 270) AC 11.95 $860.00 5.59 $4,807.40 7.55 $6,493.00 116 2575.605 SEEDING (TYPE 310) AC 2.50 $1,500.00 0.00 $0.00 2.50 $3,75D.00 117 2575.605 SEEDING (TYPE 325) AC 1.00 $1,500.00 D.00 $0.00 1.00 $1,500.00 118 2575.605 TEMPORARY SEEDING AC 16.00 $450.00 0.00 $0.00 0.00 $0.00 119 2582.501 PAVT MSSG (RT-THRU SYMBOL) EPOXY EACH 3.00 $225.00 0.00 $0.00 3.00 $675.00 120 2582.501 PAVT MSSG (LT-THRU SYMBOL) EPOXY EACH 1.00 $225.00 0.00 $0.00 3.00 $675.00 121 2582.501 PAVT MSSG (RT TURN SYMBOL) EPOXY EACH 2.00 $115.00 0.00 $0.00 3.00 $345.00 122 2582.501 PAVT MSSG (LT TURN SYMBOL) EPOXY EACH 30.00 $115.00 0.00 $D.00 31.00 $3,565.00 123 2582.501 PAVT MSSG (THRU SYMBOL) EPOXY EACH 2.00 $115.00 0.00 $0.00 3.00 $345.00 124 2582.502 4" BROKEN WHITE -EPOXY LF 240.00 $0.25 0.00 $0.00 170.00 $42.50 125 2582.502 4" SOLID WHITE -PAINT LF 15,800.00 $0.20 0.00 $0.00 4758.00 $951.60 126 2582.502 4" SOLID WHITE -EPOXY LF 19,000.00 $0.25 2884.00 $721.00 11921.00 $2,980.25 127 2582.502 4" BROKEN YELLOW -EPOXY LF 700.00 $0.25 0.00 $0.00 450.00 $112.50 128 2582.502 4" SOLID YELLOW -EPOXY LF 3,400.00 $0.25 2510.00 $627.50 10969.00 $2,742.25 129 2582.502 24" STOP LINE, WHITE-EPOXY LF 320.00 $5.00 34.00 $170.00 337.00 $1,685.00 130 2582.503 CROSSWALK MARKING -EPOXY SF 540.00 $3.00 0.00 $0.00 540.00 $1,620.00 T SCHEDULE 1.0 -193RD AVENUE -TOTAL $77,009.00 $2,924,980.69 SCHEDULE 2.0 -SUPPLEMENTAL AGREEMENT NO. 1 Increase Contract Items: 131 2105.505 MUCK EXCAVATION CY 4,000.00 $2.50 0.00 $0.00 0.00 $0.00 132 2105.607 EXCAVATION SPECIAL (MINING) CY 2,000.00 $2.40 0.00 $0.00 0.00 $0.00 Negotiated Items and Force Account: 133 2105.505 SALVAGED TOPSOIL TO STOCKPILE (SPECIAL) LS 1.00 $19,000.00 0.00 $0.00 1.00 $19,000.00 134 2105.505 SALVAGED TOPSOIL FROM STOCKPILE (SPECIAL) LS 1.00 $13,000.00 0.00 $0.00 1.00 $13,000.00 135 2105.601 DEWATERING LS 1.00 $125,000.00 0.00 $0.00 1.00 $125,000.00 136 2106.607 COMMON EMBANKMENT (SPECIAL) LS 1.00 $8,000.00 0.00 $0.00 1.00 $8,000.00 PayEst-193rd-l0.xls PAGE 5 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO. NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE Decrease Contract Items: 137 2105.601 DEWATERING LS 1.00 ($0.01) 138 2451.601 STEEL SHEET PILING LS 1.00 ($685,000.00) T SCHEDULE 2.0-SUpPLEMENTALAGREEMENT1-TOTAL SCHEDULE 3.0 -SPECIAL RETAINAGE 139 ERODIBLE ACRES (RETAINAGE) T SCHEDULE 3.0 -SPECIAL RETAINAGE -TOTAL AC 19.45 -$3,000.00 Base Gallons per Fuei Current month on Index Fuel Index eligible items SCHEDULE 4.0 -FUEL ESCALATION CLAUSE (BFI) (CFI) (O) March 2009 265.82 137.81 0 Apri12009 265.82 145.34 3,329 May 2009 265.82 156.46 4,740 June 2009 265.82 182.73 398 July 2009 265.82 188.02 5,144 August 2009 265.82 198.80 1,161 September 2009 265.82 190.75 5,645 October 2009 (77%- no fuel cost adjustment) 265.82 203.47 2,016 November 2009 (80% - no fuel cost adjustment) 265.82 211.63 360 May 2010 (88% - no fuel cost adjustment) 265.82 233.92 TOTAL SCHEDULE 4.0 THIS PERIOD TOTALSCHEDULE 4.0 TO DATE 0.00 $0.00 0.00 $0.00 $0.00 -4.40 $13,200.00 $13,200.00 Fuel Cost Adjustment (FCA) $ - $ - $ - $ - $ - $ - $ - $ - $0.00 0.00 $0.00 0.00 $0.00 $165,000.00 0.00 $0.00 $ - $ (1,798.55) $ (2,033.78) $ (66.17) $ (583.64) $ (8.88) $ (486.32) $ - -$4,977.34 PayEst-193rd-l0.xls PAGE 6 TO 8 CONTRACT ITEMS THIS PERIOD TOTAL TO DATE ITEM SPEC. NO. NO. DESCRIPTION UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT PRICE SCHEDULE 5.0 -SUPPLEMENTAL AGREEMENT N0.2 140 2105.501 Topsoil Blending (P) CY 8,500.00 141 2452.601 Steel Sheet Piling (tie back) LS 1.00 142 2411.618 Modular Block Retaining Wall SFF 800.00 143 2411.618 Modular Block Steps SF 40.00 144 2503.541 Restock Storm Sewer Structures LS 1.00 145 2105.501 Connect to Existing Storm Structure EA 2.00 T SCHEDULE 5.0 -SUPPLEMENTAL AGREEMENT NO.2 -TOTAL SCHEDULE 6.0 -WORK ORDER N0.1 146 2411.618 MODULAR BLOCK WALL SFF 400.00 147 2557.603 F & I CHAIN LINK FENCE LP 400.00 148 2557.516 PEDESTRIAN GATE DESIGN SPECIAL (6') EA 1.00 149 2575.57 RAPID STABILIATION METHOD 3 MGAL 33.00 T SCHEDULE 6.0 WORK ORDER NO. 1 - -TOTAL SCHEDULE 7.0 -WORK ORDER N0.2 150 2564.531 F & I SIGN PANEL SF 84.00 T SCHEDULE 7.0 WORK ORDER NO.2 - -TOTAL SUMMARY-TOTAL SCHEDULE 1.0 -STREET - tOTAL SCHEDULE 2.0 -SUPPLEMENTAL AGREEMENT 1 -TOTAL SCHEDULE 5.0 -SUPPLEMENTAL AGREEMENT NO. 2 -TOTAL SCHEDULE 6.0 -WORK ORDER N0.1 SCHEDULE 7.0 -WORK ORDER N0.2 T TOTAL SUMMARY THIS PERIOD T TOTAL SUMMARY TO DATE $3.00 0.00 $0.00 8500.00 $25,500.00 $50,331.00 0.00 $0.00 1.00 $50,331.00 $20.65 0.00 $0.00 1196.00 $24,697.40 $30.00 0.00 $0.00 80.00 $2,400.00 $699.00 0.00 $0.00 1.00 $699.00 $764.00 0.00 $0.00 2.00 $1,528.00 $0.00 $105,155.40 $30.00 0.00 $0.00 360.00 $10,800.00 $17.60 357.00 $6,283.20 357.00 $6,283.20 $1,094.50 1.00 $1,094.50 1.00 $1,094.50 $325.00 0.00 $0.00 33.00 $10,725.00 $7,377.70 $28,902.70 $31.25 0.00 $0.00 84.00 $2,625.00 $0.00 $2,625.00 $77,009.00 $2,924,980.69 $0.00 $165,000.00 $0.00 $105,155.40 $7,377.70 $28,902.70 $0.00 $2,625.00 $84,386.70 $3,226,663.79 PayEst-193rd-l0.xls PAGE 7 TO 8 w r a 0 0 J Q F O H ~_ LLI a ~_ x F- N w a F Z U z 0 a } F C~ F' Z Q ~ W Z U a H Z Z O H a U N W D w O a z F Z m I~ rn v ~ v ~ ~ ~ M H (+~ CO CO N (r~ <r, (~^ cr. 1. .- (~: cG ~ N CO ~ G- L c~ J o; _ ~ N V' 0 M U, dJ ~ w F J Q O ~- o "- ~ - - c o ~ i r- - o x n co - c. _ o r_ w ~ 7 ~ r ~ ~, ~, v p v ov r; a~ ~ (/3 N 64 ~ ~ H J Q H o w J U N J d Y ~ '- ~' ~ W O ~ ~ ~ ~ H Z ~ ~ ~ W Q ~ O H Y ~ Z W Q Q W Q W O D Q a 7 W W J J (n ~ Q Q U ~ O z z z W ~ ~ W W ~ O O F- ~' W w ~ Q Q Q Q ~ ~ 11 ~ Q O ~- w E P. m Y C ~. M h W 7. A 9/24/2010 2010 Sherburne County Overlay Project (Gifu of Elk River Portion) 2104.501 REMOVE CONCRETE CURB LIN FT 90 $10.00 $900.00 $0.00 107 $1,070.00 2105.505 FULL DEPTH RECLAMATION(STREET)(P) SQ YD 8550 $0.88 $7,524.00 $0.00 8550 $7,524.00 2112.501 SUBGRADE PREPARATION ROAD STA 18.75 $87.78 $1,645.88 $0.00 18.75 $1,645.88 2350.501 WEARING COURSE MIXTURE TYPE MVWE450356 TON 1100 $44.92 $49,412.00 $0.00 989.27 $44,438.01 2350.502 NON-WEARING COURSE MIXTURE TYPE LVNW35030B TON 1100 $42.29 $46,519.00 $0.00 1077.89 $45,583.97 2350.503 WEARING COURSE MIXTURE(DRIVEWAY) TYPE MVWE450 SQ YD 700 $10.22 $7,154.00 $0.00 0 $0.00 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 428 $2.08 $890.24 $0.00 350 $728.00 2504.602 ADJUST GATE VAVLE BOX EACH 6 $150.00 $900.00 $0.00 3 $450.00 2506.522 ADJUST FRAME AND RING CASTING(SANITARY) EACH 2 $330.00 $660.00 $0.00 1 $330.00 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 LIN FT 80 $33.12 $2,649.60 $0.00 92 $3,047.04 2531.602 CONCRETE TRIANGULAR SECTION(8" THICK) LS 1 $1,000.00 $1,000.00 $0.00 1.00 $1,000.00 2531.604 8" CONCRETE VALLEY GUTTER SQ YD 30 $38.00 $1,140.00 $0.00 5 $190.00 2563.601 TRAFFIC CONTROL LS 1 $3,400.00 $3,400.00 0.05 $170.00 1.00 $3,400.00 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 1000 $2.00 $2,000.00 $0.00 $0.00 2575.523 TURF ESTABLISHMENT LS 1 $900.00 $900.00 0.50 $450.00 ~~ 1.00 $900.00 ' ' TOtal 8) CITY OF ELK ftIVEft:' ~ .p~av,va-..~ ~I ewxv V~tz ~ i iv,ow.oa