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09.c2 2021 Street Improvement Project - Contractor's Request for Payment No 3 Signed by ContractorDate: 7/14/2021 CONTRACTOR'S PAY RE UEST Pay Request No. 3 2021 Street Improvements City of Scandia, MN For Period Ending: 7/9/2021 BMI Project No. ON1.122707 Original Contract Amount $602,418.45 Approved Change Orders $121,408.10 Revised Contract Amount $723,826.55 Completed Work to Date $684,560.95 Stored Materials on Hand $0.00 Sub -Total $684,560.95 Retained Percentage 5% ($34,228.05) Deduction $0.00 Liquidated Damages $0.00 Total $650,332.90 Total Amount Paid on Previous Estimates $598,760.52 Amount Due Contractor This Pay Request $51,572.38 Certificate for Partial Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the contract amount for the period covered by thi e. Approved for Payment: Jul 13, 2021 North Valley, Inc. Signature Date 0015 Iguana Street NW Nowthen, MN 55330 Leslie A. Bloom Vice President Printed Name and Title Checked and Approved as to Quantities and Amount: Signature Date Bolton & Menk, Inc. 2035 County Road O East Ryan Goodman, PE City Engineer Maplewood, MN 55109 Printed Name and Title Approved for Payment: City of Scandia Name Title Date Partial Pay Estimate No.: 2021 STREET IMPROVEMENTS CITY OF SCANDA MN BMI PROJECT NO. ON1.122707 WORK COMM FTPn T-1 1 5' 1 ?t"1 ITEM NO. ITEM UNIT PRICE AS BID ESTIMATED QUANTITY ESTIMATED AMOUNT PREVIOUS ESTIMATE ESTIMATED ESTIMATED QUANTITY AMOUNT COMPLETED TO DATE ESTIMATED ESTIMATED QUANTITY AMOUNT BASE BID 1 MOBILIZATION $24022.51 1.00 LUMP SUM 022034.0051 $24 ...00 090 LUMP SUM $21,620.26 1 LUMP SUM $24,02Z51 2 TRAFFIC CONTROL $2.034.00 1.00 LUMP SUM 52 0.90 LUMP SUM $1,830.60 1.00 LUMP SUM $2.034.0 3 CLEARING AND GRUBBING $1271.78 1.00 LUMP SUM $1,271.78 1.00 LUMP SUM $1,271.78 100 LUMP SUM $1,271.7 4 CLEAR AND GRUB TREE LAYTON AVENUE $2L355.15 1.00 EACH $2.355.15 1.00 EACH $2,355.15 1,00 EACH $2.355,15 5 REMOVE SIGN $42.82 10.00 EACH $428.20 0.00 EACH $0.00 10.00 EACH 5428.2 6 SALVAGE AND REINSTALL MAILBOX $160.58 5.00 EACH $802.90 0.00 EACH $0.00 0.00 EACH 50.00 7 SALVAGE AND REINSTALL SIGN $203.40 1.00 EACH 5203.40 0.00 EACH 5000 0.00 EACH $0.0 e REMOVE STORM PIPE/CULVERT $11.01 620.00 LIN FT $7322.20 564.00 LIN FT $666084 564.00 LIN FT 56,660.84 9 SAWING BITUMINOUS PAVEMENT - FULL DEPTH 52.68 390.00 LIN FT $1,045.20 556.00 LIN FT $1,490.08 556.00 LIN FT 51,490.0 10 RECLAIM BITUMINOUS PAVEMENT 8" THICK $0.81 24200. DO SQYD $19,602.00 24,200.00 SOYD $19.602.00 24,200.00 SO YD 519,602.0 11 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 56.42 170.00 SQYD S109140 401.00 SOYD $2,574.42 401.00 SQYD $25744 12 CLEAN PIPE CULVERT $20.48 160.00 LIN FIT 53 276.80 160.00 LIN FIT $3,276.60 160.00 LIN FIT $3,276.80 13 COMMON EXCAVATION $7.60 1400.00 CUYD 810920.00 1,660.00 CUYD $12,948.00 1,660.00 CUYD $12,948.0 14 SUSGRADE EXCAVATION $20.67 400.00 CUYD $8268.00 523.00 CUYD $10810.41 523.00 CUYD $10810.41 15 SUBGRADE PREPARATION $0.69 24200.00 SQYD $18698.00 24200.00 SOYD $16698.00 24200.00 SQYD $166980 16 GEOTEXTILE FABRIC, TYPE V $4.92 300.00 SOYD $1,476.00 620.00 SOYD $3,050.40 620.00 SOYD $3 050.4 17 AGGREGATE SHOULDERING $15.89 960.00 TON $15572.20 1062.36 TON $16,880.90 1,062.36 TON $18880.9 18 AGGREGATE SURFACING 11T MINUS TRAP ROCK- DRIVEWAY $48.17 30.00 TON $1,445.10 38.25 TON 51,642.50 38.25 TON $1,842.5 19 AGGREGATE SURFACING, 3/4" MINUS LIMESTONE - DRIVEWAY $48.17 10.00 TON 5461.70 0.00 TON $0.00 0.00 TON $0.00 20 AGGREGATE SURFACING, CLASS 5 $37.47 10.00 TON $374.70 0.00 TON $0.00 305.12 TON $11,432.8 21 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3.C) $62.54 3750.00 TON 5234 525.00 3,160.87 TON 5197,680.81 3.160.87 TON $197,680,81 22 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) $66.01 2250.00 TON 5150,322.50 1 983.10 TON $132.490.91 2,057.84 TON $137,484.29 23 BITUMINOUS MATERIAL FOR TACK COAT $2.68 1725.00 GAL $4623.00 1,100.00 GAL $2,948.00 1,125.00 GAL $31150 24 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE 3,C -DRIVEWAY 529.04 210,00 SQYD $6098,40 474.00 SOYD 513764.96 474.00 SQYD $13,764, 25 SEDIMENT REMOVAL $11.70 140.00 LIN FT $1,638.00 224.00 LIN FT $2,620.60 224.00 LIN FT $2,620.6 26 ADJUST SANITARY SEWER MANHOLE WITH NEW HDPE RINGS $705.55 1.00 EACH $706.55 1.00 EACH $706.55 1.00 EACH $706.5 27 15` CMP CULVERT DRIVEWAY 551.01 344.00 LIN FT $17.547.44 344.00 LIN FT S17.547, 4 344.00 LIN FT $17,5474 28 15- CMR APRON DRIVEWAY $148.27 24.00 EACH $355848 26.00 EACH $3855.02 26.00 EACH $3855.0 29 15" RC PIPE, CULVERT CLASS 5 561.28 112.00 LIN FT $6,863.36 104.00 LIN FT 56,373.12 104.00 LIN FT $8373.1 30 15" RC PIPE APRON CLASS 5 $731.92 4.00 EACH $2,927.68 4.00 EACH $2,927.68 4.00 EACH $2,927.6 31 18" RC PIPE CULVERT CLASS 5 $138.39 64.00 LIN FT $8,856.96 64.00 LIN FT $8,856.96 64.00 LIN FT $8.856.96 32 18" RC PIPE APRON $1,222.3 2.00 EACH $2,444.66 2.00 EACH $2,444.66 2.00 EACH $2,444. 33 IMPROVED PIPE FOUNDATION $0.01 288.00 UN FT $2.88 288.00 LIN FT $2.88 288.00 LIN FT $2.8 34 CULVERT END PROTECTION 5128.46 32.00EACH $4 11072 32.00 EACH $4,110.72 3200. EACH S4,110.7 35 SILT FENCE $2.57 660.00 LIN FT $1 696.20 646.00 LIN FT $1,660.22 646.00 LIN FT 51,660.2 36 TOPSOIL BORROW $28.13 240,00 CUYD $6751.20 0.00 CUYD $0.00 156.00 CUYD 54,388.2 37 RANDOM RIP RAP CLASS 3 5107.59 10.00 CUYD $1 075.90 0.00 CU YO $0.00 0.00 CUYD $0.0 38 TURF RESTORATION, NATIVE SEED MIX 35241 $2.74 750.00 SO YO $2055.00 335.00 SOYD $917.90 633.00 SO YD S1.734,42 39 TURF RESTORATION, SEED MIX 25151 $1.97 800.00 SOYD $1,576.00 358.00 SQYD $705.26 662.00 SOYD $1,304.1 40 4" DOUBLE YELLOW UNE MULTI COMP $0.70 6900.00 LIN FT $4.630,00 0.00 LIN FT $0.00 6,834,00 LIN FT 54,783.8 41 SIGN PANELS TYPE C $48.17 60.00 SO FT $2,890,20 0.00 SO FT $0.00 50.00 SQ FT $2,406,50 TOTAL BASE BID 5563,791.37 $522,526.03 $555,049.09 ALTERNATE 42 SOLAR SIGN PANEL $9,313.54 2.00 EA $18,62 000 1 5000 2.00 EA 316,627.0 TOTAL ALTERNATE $18,6277.06 .08 50.00 $18,827.08 TOTAL BASE BID +ALTERNATE: S602,418.451 $522,528.03 $573,676.17 Partial Pay Estimate No.: 3 2021 STREET IMPROVEMENTS CITY OF SCANDIA, MN SMI PROJECT NO. ON1.122707 -11 FTc I T -If 14: ITEM NO. ITEM UNIT PRICE AS BID ESTIMATED QUANTITY ESTIMATED AMOUNT PREVIOUS ESTIMATE ESTIMATEDESTIMATED QUANTITY AMOUNT COMPLETED TO DATE ESTIMATED ESTIMATED QUANTITY AMOUNT CHANGE ORDER NO.1 1 MOBILIZATION $2.000.00 1.00 LUMP SUM $2.000.00 0.90 LUMP SUM 51800, 1.00 LUMP SUM $2,000, 2 TRAFFIC CONTROL $500.00 1.00 LUMP SUM $500.00 0.90 LUMP SUM $450.00 1.00 LUMP SUM $500,00 3 REMOVE SIGN $42.82 1.00 EACH 542.82 0.00 EACH $0.00 1.00 EACH $42.8 4 SALVAGE AND REINSTALL MAILBOX $160.58 2.00 EACH $321.16 0.00 EACH $0.00 0.00 EACH $0.0 5 REMOVE STORM PIPE/CULVERT $11.81 32.00 LIN FT $377.92 32.00 LIN FT $377.92 32.00 LIN FT $377.9 6 SAWING BITUMINOUS PAVEMENT - FULL DEPTH $2.68 40.00 LIN FT $107.20 40.00 LIN FT $107.20 40.00 LIN FT $107.2 7 RECLAIM BITUMINOUS PAVEMENT 8" THICK $0.81 5400.00 SO YD $4,374.00 5,400.00 SO YD $4,374.00 5,400.00 SO YD $4.374.0 6 REMOVE BITUMINOUS DRIVEWAY PAVEMENT $6.42 30.00 SQ YD $192.60 30.00 SO YD $192.60 30.00 SO YD $192.6 9 CLEAN PIPE CULVERT 520.48 228.00 LIN FT $4.,669.44 228.00 LIN FT $4.669.44 228.00 LIN FT $4,669.44 10 COMMON EXCAVATION $7.80 600.00 CU YD $4,680.00 71200 CU YD $5,553.60 712.00 CU YO 55,553.6 11 SUBGRADE EXCAVATION $20.67 150.00 CU YD $3,100.50 0.00 CU YD $0.00 0.00 CU YD $0.00 12 SUBGRADE PREPARATION $0.69 5400.00 SO YD $3.726,00 5.400.00 SO YD $3,726.00 5,400.00 SO YD $3,726,0 13 GEOTEXTILE FABRIC, TYPE V $4.92 200.00 SO YD $984.00 0.00 SO YD 50.00 0.00 SO YD $0. 14 AGGREGATE SHOULDERING $15.89 200.00 TON $3.178.00 200.00 TON $3178.00 200.00 TON $3,178.0 15 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE3 C $62.54 810.00 TON $509657.40 704.66 TON $4406944 704,66 TON 544,069.4 16 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE 3,C $66.81 490.00 TON $32,736.90 490.00 TON $329736.90 490.00 TON 532.736.90 17 BITUMINOUS MATERIAL FOR TACK COAT $268 485.00 GAL 51,299.80 350.00 GAL $936.00 350.00 GAL $938.0 18 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE 3,C - DRIVEWAY $29.04 30.00 SO YO 5871,20 30.00 SO YD $871.20 30.00 SO YD $671.2 19 SEDIMENT REMOVAL $11.70 60.00 LIN FT 5702.00 70,00 LIN FT $819.00 70.00 LIN FT $819.0 20 15" CMP, CULVERT DRIVEWAY $51.01 32.00 LIN FT $19632.32 32.00 LIN FT 51,632.32 32.00 LIN FT $1,632.3 21 15"CMP APRON DRIVEWAY $148.27 2.00 EACH $296.54 2.00 EACH $296.54 2.00 EACH $296.54 22 CULVERT END PROTECTION $128.46 14.00 EACH $1,798.44 14.00 EACH $1,798.44 14.00 EACH $1,798,44 23 TOPSOILBORROW $28.13 40.00 CUYD $1,125.20 0.00 CU YD $0.00 40.00 CUYD $1,125.2 24 TURF RESTORATION, SEED MI%25-151 81.97 180.00 SO YD $354.60 80.00 SO VD $157.60 80.00 SO VD $757.6 4` DOUBLE YELLOW LINE, MULTI COMP $0.70 1970.00 LIN FT $1,379.00 0.00 LIN FT $0.00 2.025.00 LIN FT $1 A17.5 SIGN PANELS. TYPE C $48.17 6.25 SO FT $301.06 0.00 SO FT $0.00 6.25 SO FT $301406 TOTAL CHANGE ORDER NO. 1 $121,408.10 $107,745.20 $110,884.78 P2fi25 TOTAL BASE BID + ALTERNATE +CHANGE ORDER $723,626.55 $630,274.23 $684,560.95