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HomeMy WebLinkAboutItem 4 - Keats Compensating Change Order #6CHANGE ORDER NO. 6 KEATS MSA STREET AND TRUNK WATERMAIN IMP. CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2012.129 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT 1 2021.501 LS 1.0 $53,000.00 $53,000.00 1.0 $53,000.00 ‐$0.00 2 2101.502 TREE 1.0 $400.00 $400.00 1.0 $400.00 ‐$0.00 3 2101.507 TREE 1 $100.00 $100.00 1.0 $100.00 ‐$0.00 4 2105.525 CY 2,744 $5.00 $13,720.00 1,556.0 $7,780.00 ‐1188.0 ‐$5,940.00 5 2453.61 HR 8 $300.00 $2,400.00 2.0 $600.00 ‐6.0 ‐$1,800.00 6 2563.601 LS 1 $24,000.00 $24,000.00 1.0 $24,000.00 ‐$0.00 7 2573.502 LF 5,880 $1.00 $5,880.00 5,507.0 $5,507.00 ‐373.0 ‐$373.00 8 2573.53 EA 9 $60.00 $540.00 9.0 $540.00 ‐$0.00 9 2573.602 EA 2 $200.00 $400.00 8.0 $1,600.00 6.0 $1,200.00 10 2573.602 EA 14 $75.00 $1,050.00 22.0 $1,650.00 8.0 $600.00 11 2575.505 SY 213 $7.00 $1,491.00 0.0 $0.00 ‐213.0 ‐$1,491.00 12 2575.523 SY 16,465 $1.03 $16,958.95 19,707.0 $20,298.21 3242.0 $3,339.26 13 2575.605 AC 3.36 $525.00 $1,764.00 3.84 $2,016.00 0.5 $252.00 14 2575.605 AC 0.23 $1,545.00 $355.35 0.23 $355.35 ‐$0.00 $122,059.30 $117,846.56 ‐$4,212.74 1 2504.602 EA 2 $3,811.00 $7,622.00 2 $7,622.00 ‐$0.00 2 2504.602 EA 2 $3,399.00 $6,798.00 2 $6,798.00 ‐$0.00 3 2504.602 EA 13 $3,244.50 $42,178.50 12 $38,934.00 ‐1.0 ‐$3,244.50 4 2504.602 EA 13 $1,236.00 $16,068.00 12 $14,832.00 ‐1.0 ‐$1,236.00 5 2504.602 EA 3 $1,627.40 $4,882.20 3 $4,882.20 ‐$0.00 6 2504.602 EA 15 $2,811.90 $42,178.50 15 $42,178.50 ‐$0.00 7 2504.602 EA 3 $278.10 $834.30 3 $834.30 ‐$0.00 8 2504.602 EA 18 $607.70 $10,938.60 18 $10,938.60 ‐$0.00 9 2504.602 EA 1 $741.60 $741.60 1 $741.60 ‐$0.00 10 2504.602 EA 3 $566.50 $1,699.50 3 $1,699.50 ‐$0.00 11 2504.602 EA 18 $690.10 $12,421.80 18 $12,421.80 ‐$0.00 12 2504.602 EA 1 $844.60 $844.60 1 $844.60 ‐$0.00 13 2504.603 LF 135 $20.60 $2,781.00 117 $2,410.20 ‐18.0 ‐$370.80 14 2504.603 LF 548.00 $23.69 $12,982.12 506 $11,987.14 ‐42.0 ‐$994.98 15 2504.603 LF 45.00 $30.90 $1,390.50 45 $1,390.50 ‐$0.00 16 2504.603 LF 303 $27.81 $8,426.43 141 $3,921.21 ‐162.0 ‐$4,505.22 17 2504.603 LF 52 $32.96 $1,713.92 74 $2,439.04 22.0 $725.12 18 2504.603 LF 5,954 $43.00 $256,022.00 5,884 $253,012.00 ‐70.0 ‐$3,010.00 19 2504.603 LF 2,435 $58.00 $141,230.00 2,435 $141,230.00 ‐$0.00 20 2504.608 LBS 4,294 $4.74 $20,353.56 2,976 $14,106.24 ‐1318.0 ‐$6,247.32 21 2564.551 EA 2 $170.00 $340.00 2 $340.00 ‐$0.00 $592,447.13 $573,563.43 ‐$18,883.70 1 2104.501 LF 1,016 $7.00 $7,112.00 1,092 $7,644.00 76.0 $532.00 2 2104.521 LF 85 $13.00 $1,105.00 66 $858.00 ‐19.0 ‐$247.00 3 2501.515 EA 4 $1,163.90 $4,655.60 4 $4,655.60 ‐$0.00 4 2501.515 EA 4 $1,215.40 $4,861.60 6 $7,292.40 2.0 $2,430.80 5 2501.515 EA 6 $1,421.40 $8,528.40 6 $8,528.40 ‐$0.00 6 2501.521 LF 47 $50.00 $2,350.00 48 $2,400.00 1.0 $50.00 7 2501.521 LF 49 $60.00 $2,940.00 48 $2,880.00 ‐1.0 ‐$60.00 8 2501.521 LF 60 $82.40 $4,944.00 60 $4,944.00 ‐$0.00 9 2501.525 EA 2 $1,287.50 $2,575.00 2 $2,575.00 ‐$0.00 10 2501.525 EA 2 $1,565.60 $3,131.20 2 $3,131.20 ‐$0.00 11 2501.525 EA 2 $2,183.60 $4,367.20 4 $8,734.40 2.0 $4,367.20 12 2501.571 LF 85 $21.63 $1,838.55 66 $1,427.58 ‐19.0 ‐$410.97 13 2502.521 LF 326 $28.84 $9,401.84 334 $9,632.56 8.0 $230.72 14 2502.521 LF 120 $33.99 $4,078.80 118 $4,010.82 ‐2.0 ‐$67.98 15 2503.511 LF 126 $26.78 $3,374.28 120 $3,213.60 ‐6.0 ‐$160.68 16 2503.511 LF 61 $29.87 $1,822.07 108 $3,225.96 47.0 $1,403.89 17 2503.511 LF 226 $34.00 $7,684.00 213 $7,242.00 ‐13.0 ‐$442.00 18 2506.502 EA 6 $2,266.00 $13,596.00 6 $13,596.00 ‐$0.00 19 2506.601 EA 6 $600.00 $3,600.00 6 $3,600.00 ‐$0.00 20 2511.501 CY 94.2 $100.00 $9,420.00 104.20 $10,420.00 10.0 $1,000.00 21 2511.501 CY 16.2 $105.00 $1,701.00 16.20 $1,701.00 ‐$0.00 $103,086.54 $111,712.52 $8,625.98 COMPENSATING CO NO. 6 21" RCP FES W/ TRASH GUARD SODDING (SALT RESISTANT) EROISION CONTROL BLANKET, CAT. 3 SEEDING (SEED MIXTURE 250 AND FERTILIZER TYPE, 3) SUBTOTAL ‐ DIVISION 1 DIVISION 2 ‐ WATERMAIN CL. 3 RIPRAP W/ GEOTEXTILE FILTER FABRIC CONNECT TO EXISTING WATERMAIN 6" HYDRANT CL. 4 RIPRAP W/ GEOTEXTILE FILTER FABRIC SALVAGE CONCRETE PIPE CULVERT (ALL TYPES & SIZES) 15" RCP FES W/ TRASH GUARD SUBTOTAL ‐ DIVISION 3 36" SPAN RCP CL. 5 STORM SEWER PIPE 22" SPAN RCP FES W/ TRASH GUARD 15" CMP DRIVEWAY CULVERT W/ APRON 18" CMP DRIVEWAY CULVERT W/ APRON 15" RCP CL. 5 STORM SEWER PIPE 18" RCP CL. 5 STORM SEWER PIPE CLEARING GRUBBING SEEDING (SEED MIXTURE 328 AND FERTILIZER TYPE, 4) 12" WATERMAIN OFFSET TOPSOIL BORROW (CV) EXPLORATORY DIGGING TRAFFIC CONTROL SILT FENCE INLET PROTECTION TEMPORARY ROCK CONSTRUCTION ENTRANCE CULVERT PROTECTION ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATEMN/DOT  NO. DIVISION 1 ‐ GENERAL MOBILIZATION 6" GATE VALVE &  BOX 8" GATE VAVLE & BOX 12" GATE VAVLE & BOX 1" CORPORATION STOP 1.5" CORPORATION STOP 2" CORPORATION STOP 1" CURB STOP AND BOX 1.5" CURB STOP AND BOX 2" CURB STOP AND BOX INFILTRATION BASIN OFF ROAD STRUCTURE MARKER REMOVE PIPE CULVERTS (ALL TYPES & SIZES) INSTALL SALAVAGED CONCRETE PIPE CULVERT (ALL TYPES & SIZES) 36" SPAN RCP FES W/ TRASH GUARD 1" TYPE K COPPER WATER SERVICE PIPE 1.5" TYPE K COPPER WATER SERVICE PIPE 2" TYPE K COPPER WATER SERVICE PIPE 6" DIP CL. 52 WATERMAIN 8" DIP CL. 52 WATERMAIN 12" DIP CL. 52 WATERMAIN 18" RCP FES W/ TRASH GUARD 28" SPAN RCP FES W/ TRASH GUARD 22" SPAN RCP CL. 5 STORM SEWER PIPE 28" SPAN RCP CL. 5 STORM SEWER PIPE 12" HDPE DR. 11(DIPS), BY HDD MJ DIP COMPACT FITTINGS SUBTOTAL ‐ DIVISION 2 DIVISION 3 ‐ STORM SEWER 21" RCP CL. 5 STORM SEWER PIPE 48"  DIAMETER MANHOLE, TYPE 406S QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT COMPENSATING CO NO. 6ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATEMN/DOT  NO. 1 2104.501 LF 213 $3.09 $658.17 344 $1,062.96 131.0 $404.79 2 2104.501 EA 6 $360.50 $2,163.00 8 $2,884.00 2.0 $721.00 3 2104.505 SY 19,710 $1.00 $19,710.00 20,374 $20,374.00 664.0 $664.00 4 2104.509 EA 18 $30.00 $540.00 18 $540.00 ‐$0.00 5 2104.523 EA 20 $25.00 $500.00 22 $550.00 2.0 $50.00 6 2104.523 EA 9 $30.00 $270.00 9 $270.00 ‐$0.00 7 2105.501 CY 19,252 $8.00 $154,016.00 19,384 $155,072.00 132.0 $1,056.00 8 2105.522 CY 8,527 $8.29 $70,688.83 8,615 $71,418.35 88.0 $729.52 9 2105.604 SY 300 $1.00 $300.00 1,225 $1,225.00 925.0 $925.00 10 2106.607 CY 100 $15.00 $1,500.00 1,990.4 $29,856.00 1890.4 $28,356.00 11 2112.501 RS 65 $100.00 $6,500.00 65 $6,500.00 ‐$0.00 12 2211.501 TN 7,534 $8.50 $64,039.00 7,593.08 $64,541.18 59.1 $502.18 13 2357.502 GA 1,044 $3.00 $3,132.00 1,257 $3,771.00 213.0 $639.00 14 2360.501 TN 1,867 $66.00 $123,222.00 2,034.96 $134,307.36 168.0 $11,085.36 15 2360.501 TN 115 $80.00 $9,200.00 152.35 $12,188.00 37.4 $2,988.00 16 2360.502 TN 3,111 $58.00 $180,438.00 3,019.72 $175,143.76 ‐91.3 ‐$5,294.24 17 2502.501 EA 6 $412.00 $2,472.00 3 $1,236.00 ‐3.0 ‐$1,236.00 18 2502.541 LF 6,083 $3.50 $21,290.50 6,030 $21,105.00 ‐53.0 ‐$185.50 19 2502.602 EA 26 $155.00 $4,030.00 26 $4,030.00 ‐$0.00 20 2502.602 EA 10 $250.00 $2,500.00 10 $2,500.00 ‐$0.00 21 2531.501 LF 12,650 $8.34 $105,501.00 12,904 $107,619.36 254.0 $2,118.36 22 2531.602 EA 1 $400.00 $400.00 1 $400.00 ‐$0.00 23 2531.602 EA 38 $10.00 $380.00 38 $380.00 ‐$0.00 24 2531.602 SY 82 $36.00 $2,952.00 43.1 $1,551.60 ‐38.9 ‐$1,400.40 25 2531.618 SF 8 $50.00 $400.00 16 $800.00 8.0 $400.00 26 2540.602 EA 20 $10.00 $200.00 22 $220.00 2.0 $20.00 27 2554.602 EA 1 $400.00 $400.00 1 $400.00 ‐$0.00 28 2564.531 EA 18 $55.00 $990.00 18 $990.00 ‐$0.00 29 2564.531 EA 9 $50.00 $450.00 10 $500.00 1.0 $50.00 30 2564.533 SF 117 $24.00 $2,808.00 117 $2,808.00 ‐$0.00 31 2582.502 LF 4,720 $0.62 $2,926.40 4,880 $3,025.60 160.0 $99.20 32 2582.502 LF 12,240 $0.32 $3,916.80 12,284 $3,930.88 44.0 $14.08 33 2582.502 LF 755 $0.31 $234.05 755 $234.05 ‐$0.00 34 2582.502 LF 1,265 $0.10 $126.50 1,265 $126.50 ‐$0.00 35 2582.502 LF 25 $15.45 $386.25 21 $324.45 ‐4.0 ‐$61.80 $789,240.50 $831,885.05 $42,644.55 TOTALS ‐ BASE CONTRACT $1,606,833.47 $1,635,007.56 $28,174.09 CHANGE ORDER NO. 2 CO2‐1 2101.502 LS 1 $3,960.00 $3,960.00 1 $3,960.00 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 2 $3,960.00 $3,960.00 $0.00 CHANGE ORDER NO. 3 CO3‐1 2531.602 EA 2 $1,650.00 $3,300.00 2 $3,300.00 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 3 $3,300.00 $3,300.00 $0.00 CHANGE ORDER NO. 4 CO4‐1 2501.515 EA 1 $1,155.00 $1,155.00 1 $1,155.00 ‐$0.00 CO4‐2 2531.602 HR 10 $60.00 $600.00 10 $600.00 ‐$0.00 CO4‐3 2531.602 HR 10 $68.00 $680.00 10 $680.00 ‐$0.00 CO4‐4 2531.602 HR 10 $72.00 $720.00 10 $720.00 ‐$0.00 CO4‐5 2531.602 HR 10 $95.00 $950.00 10 $950.00 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 4 $4,105.00 $4,105.00 $0.00 TOTALS ‐ CHANGE ORDER NO. 5 CO5‐1 EA 2.0 $629.45 $1,258.90 2.0 $1,258.90 ‐$0.00 CO5‐2 EA 1.0 $1,144.47 $1,144.47 1.0 $1,144.47 ‐$0.00 CO5‐3 HR 7.0 $71.50 $500.50 7.0 $500.50 ‐$0.00 CO5‐4 HR 3.25 $93.00 $302.25 3.25 $302.25 ‐$0.00 CO5‐5 HR 6.5 $84.00 $546.00 6.5 $546.00 ‐$0.00 CO5‐6 HR 3.25 $85.00 $276.25 3.3 $276.25 ‐$0.00 TOTALS ‐ CHANGE ORDER NO. 5 $4,028.37 $4,028.37 $0.00 TOTALS ‐ DIFFERENCE IN CONTRACT AND ACTUAL WORK COMPLETE $1,622,226.84 $1,650,400.93 $28,174.09 INSTALL 1‐FOOT HYDRANT EXTENSION INSTALL 18‐INCH HYDRANT EXTENSION TIME AND MATERIAL: HYDRANT EXTENSION INSTALLATION TIME AND MATERIAL: OPERATOR ‐ ADDITIONAL GRADING TIME AND MATERIAL: LABORER ‐ ADDITIONAL GRADING TIME AND MATERIAL: SKIDSTEER ‐ ADDITIONAL GRADING REMOVE & DISPOSE OF EXIST. FLUME (ALL TYPES) REMOVE & DISPOSE OF EXIST. BITUMINOUS PAVEMENT REMOVE SIGN CAST IRON TRUNCATED DOME PANELS INSTALL SALVAGED MAILBOX 4" PRECAST CONCRETE HEADWALL 4" PERFORATED PVC EDGE DRAIN W/BACKFILL & WRAP DRAINTILE CLEANOUT (INCL. PIPE, FITTINGS, & STEEL CAP) DRAINTILE CONNECTION INTO CATCH BASIN B418 CONCRETE CURB & GUTTER CONCRETE PEDESTRIAN RAMP CONCRETE CURB CUT DIVISION 4 ‐ STREETS AND RESTORATION GEOTEXTILE FOR ROAD STABILIZATION; MnDOT TYPE V SUBGRADE CORRECTION SUBGRADE PREPARATION (ROADWAY) CL.5 AGGREGATE BASE  BITUMINOUS MATERIAL FOR TACK COAT SPWEA240B BITUMINOUS WEARING COURSE (STREETS) SPWEA240B BITUMINOUS WEARING COURSE (DRIVES) SPNWB230B BITUMINOUS NON‐WEARING COURSE (STREETS) REMOVE & DISPOSE OF EXIST. CONCRETE CURB & GUTTER TIME AND MATERIAL ‐ TRUCK/DRIVER INSTALL 12" RCP APRON W/ TRASH GUARD TIME AND MATERIAL ‐ BACKHOE TIME AND MATERIAL ‐ LABORER TIME AND MATERIAL ‐ OPERATOR SALVAGE MAILBOX SALVAGE POST & SIGN COMMON EXCAVATION (P) SELECT GRANULAR BORROW (CV), SPEC 3149.2B  6" CONCRETE FLUME 4" SOLID LINE WHITE ‐ EPOXY 4" SOLID LINE YELLOW ‐ EPOXY REMOBILIZE CONCRETE CREW FOR HALF POURS REMOVE COTTONWOOD TREE AND STUMP 4" BROKEN LINE YELLOW ‐ EXPOXY 24" SOLID LINE YELLOW ‐ EPOXY SUBTOTAL ‐ DIVISION 4 PERMANENT BARRICADE INSTALL SIGN PANELS, TYPE C (INCLUDING POSTS & ASSEMBLY) INSTALL SALVAGED SIGN FURNISH SIGN PANELS, TYPE C 4" SOLID DOUBLE LINE YELLOW ‐ EPOXY