Loading...
7.d1 2020 Streets Pay Request No 1 Valley Paving H:\SCND\N13118530\7_Construction\E_Pay Applications\Council Letters\Mayor and City Council_RJG^2020 Streets Pay Request No 1.docx May 12, 2020 Honorable Mayor and City Council 14727 209th Street N Scandia, MN 55073 RE: 2020 Street Improvements Pay Request #1 City of Scandia, MN Dear Mayor and Council: Enclosed please find Contractor’s Pay Request No. 1 for the work performed by Valley Paving, Inc. completed through May 11, 2020 on the 2020 Street Improvements Project. We recommend the Council approves the pay request in the amount of $250,525.64. Please call me at (612) 597-7140 if you have any questions or concerns regarding this contractor’s pay request. Sincerely, Bolton & Menk, Inc. Ryan J. Goodman, P.E. City Engineer Enclosure: Contractor’s Pay Request No. 1 Date: Approved for Payment: Valley Paving, Inc.Signature Date 8800 13th Avenue E Shakopee, MN 55379 Printed Name and Title Checked and Approved as to Quantities and Amount:Signature Date Bolton & Menk, Inc. 2035 County Road D East Maplewood, MN 55109 Printed Name and Title Approved for Payment: City of Scandia Name Date 5/12/2020 CONTRACTOR'S PAY REQUEST Pay Request No. 1 2020 Street Improvements City of Scandia, MN For Period Ending:5/11/2020 BMI Project No. N13.118530 Original Contract Amount $505,848.00 Approved Change Orders $0.00 Revised Contract Amount $505,848.00 $0.00 Completed Work to Date $263,711.20 Stored Materials on Hand $0.00 Sub-Total $263,711.20 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 Retained Percentage 5%($13,185.56) Liquidated Damages $0.00 Total $250,525.64 Deduction Total Amount Paid on Previous Estimates $0.00 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 this Estimate. Title Amount Due Contractor This Pay Request $250,525.64 Certificate for Partial Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices Partial Pay Estimate No.: 12020 STREET IMPROVEMENTSCITY OF SCANDIA, MNBMI PROJECT NO. N13.118530WORK COMPLETED THROUGH MAY 11, 2020ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATEDNO.ITEMPRICEQUANTITYAMOUNTQUANTITYAMOUNTQUANTITYAMOUNT1 MOBILIZATION$13,000.00 1.00 LUMP SUM $13,000.00 LUMP SUM $0.00 0.90 LUMP SUM $11,700.002 TRAFFIC CONTROL $3,700.00 1 LUMP SUM $3,700.00 LUMP SUM $0.00 0.90 LUMP SUM $3,330.003 CLEARING AND GRUBBING$1,000.00 1 LUMP SUM $1,000.00 LUMP SUM $0.00 1.00 LUMP SUM $1,000.004 SAWING BITUMINOUS PAVEMENT-FULL DEPTH$2.50 300 LIN FT $750.00 LIN FT $0.00 204.00 LIN FT $510.005 REMOVE BITUMINOUS DRIVEWAY PAVEMENT$3.50 600 SQ YD $2,100.00 SQ YD $0.00 110.00 SQ YD $385.006 REMOVE CONCRETE RUBBLE$33.25 40 CU YD $1,330.00 CU YD $0.00 30.00 CU YD $997.507 CLEAN PIPE CULVERT$18.00 700 LIN FT $12,600.00 LIN FT $0.00 276.00 LIN FT $4,968.008 MILL BITUMINOUS 1.5" FULL WIDTH$0.36 25800 SQ YD $9,288.00 SQ YD $0.00 25,800.00 SQ YD $9,288.009 BITUMINOUS RECLAMATION 8" DEEP$1.00 4600 SQ YD $4,600.00 SQ YD $0.00 4,600.00 SQ YD $4,600.0010 COMMON EXCAVATION$51.75 120 CU YD $6,210.00 CU YD $0.00 0.00 CU YD $0.0011 SUBGRADE EXCAVATION$51.75 250 CU YD $12,937.50 CU YD $0.00 0.00 CU YD $0.0012 SUBGRADE PREPARATION$0.70 4500 SQ YD $3,150.00 SQ YD $0.00 4,600.00 SQ YD $3,220.0013 AGGREGATE SHOULDERING, CLASS 5$28.00 400 TON $11,200.00 TON $0.00 150.00 TON $4,200.0014 AGGREGATE BASE, CLASS 5$29.00 300 TON $8,700.00 TON $0.00 20.00 TON $580.0015 AGGREGATE SURFACING, TRAP ROCK$45.00 100 TON $4,500.00 TON $0.00 20.00 TON $900.0016 AGGREGATE SURFACING, LIMESTONE$50.00 100 TON $5,000.00 TON $0.00 40.00 TON $2,000.0017 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)$72.50 440 TON $31,900.00 TON $0.00 335.00 TON $24,287.5018 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)$67.75 730 TON $49,457.50 TON $0.00 420.00 TON $28,455.0019 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)$65.15 3100 TON $201,965.00 TON $0.00 2,225.00 TON $144,958.7520 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) - PATCHING$85.50 850 TON $72,675.00 TON $0.00 31.90 TON $2,727.4521 BITUMINOUS MATERIAL FOR TACK COAT$2.35 2150 GAL $5,052.50 GAL $0.00 1,200.00 GAL $2,820.0022 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,B) - DRIVEWAY$90.00 150 TON $13,500.00 TON $0.00 0.00 TON $0.0023 DITCH GRADING$12.15 250 LIN FT $3,037.50 LIN FT $0.00 620.00 LIN FT $7,533.0024 24" CM PIPE APRON W/ TRASH GUARD FOR HDPE$1,500.00 1 EACH $1,500.00 EACH $0.00 1.00 EACH $1,500.0025 CULVERT END PROTECTION/INLET PROTECTION$91.00 45 EACH $4,095.00 EACH $0.00 21.00 EACH $1,911.0026 TOPSOIL BORROW$78.00 50 CU YD $3,900.00 CU YD $0.00 0.00 CU YD $0.0027 RANDOM RIP RAP, CLASS 3$115.00 40 CU YD $4,600.00 CU YD $0.00 16.00 CU YD $1,840.0028 TURF PREPARATION WITH SEED MIX 35-241$2.00 1500 SQ YD $3,000.00 SQ YD $0.00 0.00 SQ YD $0.0029 EROSION CONTROL BLANKET, CATEGORY 3$4.00 1500 SQ YD $6,000.00 SQ YD $0.00 0.00 SQ YD $0.0030 4" DOUBLE YELLOW LINE, MULTI COMP$0.50 10200 LIN FT $5,100.00 LIN FT $0.00 0.00 LIN FT $0.00TOTAL BASE BID:$505,848.00 $0.00 $263,711.20ESTIMATEDAS BID PREVIOUS ESTIMATE COMPLETED TO DATE