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Home My WebLink About4.g. Approve Pay Estimate #2, Shannon Hills 2nd Addition Street & UtilitiesCITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: December 18, 1990 AGENDA ITEM: Approve Pay Estimate #2, AGENDA SECTION: Shannon Hills 2nd Addition Street & Utilities Consent PREPARED BY: Richard Hefti AGEND s' City Engineer/Public Works Director ATTACHMENTS: (1) Pay Estimate #2 APP ED.BY Pay Estimate #2 consist primarily of the concrete curv& gutter, gravel base and bituminous base course being completed. Basically all that is left is to put the final lift of bituminous on and construct the 5' concrete sidewalk along with minor restoration next spring. RECOMMENDED ACTION: Motion to approve Pay Estimate #2, Shannon Hills 2nd Addition Street & Utilities, City Project 216, in the amount of $40,564.05 to Ceco Utilities, Inc. COUNCIL ACTION: Approved. 3 Estimate Voucher No. 2 CONSTRUCTION PAYMENT VOUCHER ------------------------- Date December 3, 1990 For Period Ending November 30, 1990 ------------------------------------------ ----------------------------- Project No. CITY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5 -------------------------------------------------------------------------------------------------------- Class of Work UTILITIES AND STREET IMPROVEMENTS Location For -------------------------------------------------------------------------------------------------------- To : Ceco Utilities, Inc. -------------------------------------------------------- 201 W. Travelers Trail SHANNON HILLS SECOND ADDITION Burnsville, Minnesota 55337 --------------------------------------------------------- Ph (612) 890-6169 CITY OF ROSEMOUNT, MINNESOTA Fax (612) 890-5701 -------------------------------------------------------- A. Original Contract Amount f 280,466.20 ------------------------ B. Total Additions f 0.00 ------------------------ C. Total Deductions f 0.00 ------------------------ D. Total Funds Encumbered f 280,466.20 ------------------------ E. Total Value of Work Certified to Date F. Less Retained Percentage 5 X ------------ G. Less Total Previous Payments H. Total Payments Including This Voucher I. Balance Carried Forward J. APPROVED FOR PAYMENT, THIS APPROVALS f 236,181.35 ------------------------ 11,809.07 ------------------------ 163,808.23 ------------------------ 224,J72.28 ------------------------ 56,093.92 ------------------------ V O U C H E R f 40,564.05 ------------------------ ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Pursuant to our field observation, as performed in accordance with our contract, and based on our professional opinion, materials are satisfactory and the work properly performed in accordance with the plans and specifications and that the total work is 84 !. completed as of November 30, 1990 We hereby recommend payment of this voucher. -------- ------------------------- SignedSigned Construction Observer ------------------------------------------------------------------------------------------------------------------------ This is to certify that to the best of ■y knowledge, information, and belief, the quantities and values of work certified herein is a fair approximate estimate for the period covered by this voucher. Contractor : Ceco Utilities, Inc. Signed By ---------------------------------------------------------------------------------- Date : Title ---------------------------------------- ---------------------------------------------- City of Rosemount Approved for payment ' �.�--�� -------------------------------------------------- ---- � ---------------- Voucher -- Checked By Authorized -ReP-re (itative - ------------------------------------ Date f�Q Date--- ---------------------- ------------------------------------ Page 1 of 4 - 4653 3TIMATE VOUCHER NO. 2 =;TE December 3, 1990 iILITIES AND STREET IMPROVEMENTS iANNON HILLS SECOND ADDITION 1TY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5 IR THE ITY OF ROSEMOUNT, MINNESOTA ,ntract Date September 21, 1990 )rk Completed CONTRACTOR : Ceco Utilities, Inc. 201 W. Travelers Trail Burnsville, Minnesota 55337 Ph (612) 890-6169 Fax (612) 890-5701 Work Started October 3, 1990 Completion Date June 30, 1991 CHEDULE "B" - BITUMINOUS TRAIL ------------------------------ 16 DIV. 11 B' WIDE BITUMINOUS TRAIL 1040 TOTAL SCHEDULE "B" - BITUMINOUS TRAIL SCHEDULE "C" - STORM DRAIN -------------------------- 17 2503.541 12" R.C.P. C.B. LEADS CL 1V 18 2503.541 15" R.C.P. C. B. LEADS CL IV 19 2503.541 18" R.C.P. CL 111 20 2503.541 36" R.C.P. CL III 21 2503.541 36" R.C.P. CL IV 22 2503.513 36" RCP F.E.S. W/ TR. GUARD 23 2506.508 EXCESS 4' DIA. MH DEPTH ; B' 24 2506.508 STANDARD 4' DIA. STM. MH (0 - 81 25 2506.)08 EXCESS 5' DIA. MH DEPTH ? 8' 26 2506.508 STANDARD 5' DIA. STM. MH (0 - 81 27 2506.508 5' DIA. CATCH BASIN MAN HOLE (0 - B') 28 2506.508 EXCESS 6' DIA. MH DEPTH B' 29 2506.508 6' DIA. CATCH BASIN MANHOLE (0 Page 2 of 4 - 4653 6.50 6,760.00 ------------ _S 6,760.00 0.00 0.00 ------------ ------------ s 0.00 t 0.00 180 L.F. 14.60 2,628.00 0.00 186 2,715.60 WORK COMPLETED L.F. 15.55 TEM SPEC. 76 1,181.80 405 CONTRACT THIS AMOUNT TOTAL TO DATE NO. NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE --------------------------------------------------------------------------------------------------------------------------------- CHEDULE "A" - STREETS 16,353.00 1 EA. 1116.00 1,116.00 0.00 1 1,116.00 ------------------- 1 564.602 F & I STREET SIGNS (COMP. ASSEMBLY) 2 EA. 225.00 450.00 3 0.00 740.00 0.00 2 564.602 F & I BARRICADES 2 EA. 200.00 400.00 2 400.00 2 400.00 3 DIV. 11 CLEAR AND GRUB 10 TREE 50.00 500.00 4 200.00 6 300.00 4 2112.501 SUBGRADE PREPARATION 21.4 R.S. 100.00 2,140.00 2.4 0.00 21.4 2,140.00 5 2211.501 AGGREGATE BASE - CLASS 5 3050 TON 5.00 151250.00 679 3,395.00 2,729 13,645.00 6 2331.504 BITUMINOUS MATERIAL FOR MIXTURE 31.6 TON 155.00 4,929.00 32.3 5,006.50 32.3 5,006.50 7 2331.514 2331 BITUMINOUS BASE COURSE 635 TON 10.70 6,794.50 645 6,901.50 645 6,901.50 8 2341.504 BITUMINOUS MATERIAL FOR MIXTURE 39.4 TON 155.00 6,107.00 0.00 0.00 9 2341.508 2341 BITUMINOUS WEAR COURSE 635 TON 11.70 7,429.50 0.00 0.00 10 2357.502 BITUMINOUS MATERIAL FOR TACH: COAT 350 GAL, 1.40 490.00 75 105.00 75 105.00 11 2531.501 CONCRETE CURB & GUTTER D 416 4300 L.F. 4.25 18,275.00 4,202 17,858.50 4,202 17,858.50 12 2573.502 EROSION CONTROL 500 L.F. 1.50 750.00 0.00 360 540.00 13 2575.501 SEEDING 0.8 ACRE 700.00 560.00 0.00 0.00 14 2575.505 SODDING, TYPE 'A', LAWN & BOULEVARD 7500 S.Y. 2.00 15,000.00 0.00 0.00 15 2575.523 FIBER BLANKETS, TYPE HIGH VELOCITY 1000 S.Y. 1.50 1,500.00 0.00 0.00 ------------ TOTAL SCHEDULE "A" - STREETS s ------------ 80,575.00 S ------------ 33,866.50 S 46,896.50 CHEDULE "B" - BITUMINOUS TRAIL ------------------------------ 16 DIV. 11 B' WIDE BITUMINOUS TRAIL 1040 TOTAL SCHEDULE "B" - BITUMINOUS TRAIL SCHEDULE "C" - STORM DRAIN -------------------------- 17 2503.541 12" R.C.P. C.B. LEADS CL 1V 18 2503.541 15" R.C.P. C. B. LEADS CL IV 19 2503.541 18" R.C.P. CL 111 20 2503.541 36" R.C.P. CL III 21 2503.541 36" R.C.P. CL IV 22 2503.513 36" RCP F.E.S. W/ TR. GUARD 23 2506.508 EXCESS 4' DIA. MH DEPTH ; B' 24 2506.508 STANDARD 4' DIA. STM. MH (0 - 81 25 2506.)08 EXCESS 5' DIA. MH DEPTH ? 8' 26 2506.508 STANDARD 5' DIA. STM. MH (0 - 81 27 2506.508 5' DIA. CATCH BASIN MAN HOLE (0 - B') 28 2506.508 EXCESS 6' DIA. MH DEPTH B' 29 2506.508 6' DIA. CATCH BASIN MANHOLE (0 Page 2 of 4 - 4653 6.50 6,760.00 ------------ _S 6,760.00 0.00 0.00 ------------ ------------ s 0.00 t 0.00 180 L.F. 14.60 2,628.00 0.00 186 2,715.60 75 L.F. 15.55 1,166.25 0.00 76 1,181.80 405 L.F. 16.95 6,864.75 0.00 405 6,864.75 931 L.F. 35.35 33,122.95 0.00 929 32,840.15 395 L.F. 41.40 16,353.00 0.00 395 16,353.00 1 EA. 1116.00 1,116.00 0.00 1 1,116.00 2.0 L.F. 48.00 96.00 0.00 0.4 19.20 3 EA. 740.00 2,220.00 0.00 3 2,220.00 15.1 L.F. 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S3lnG3H3S d0 W(1S - 1tl101-8(1S -------------------------------------------------------------------------------------------------------------------------------- 30I8d Itl1O1 Am Num H1NOW SIH1 H1NOW 3Md 1x101 33IHd 1INl LING AiI1NHn0 W31I 'ON '0' 31VO Ol 14101 1Nf1OWtl SIH1 13b81NO3 'J3dS W3 G313ldWO3 AHOM tl10S3NNIW `1NnOW3SO8 3O AI. 3H1 H S - 066T 'ON i3d81NOJ AlIJ 91Z 'ON 133POHd Al NOIlIGGN GN033S S11IH NOW S1N3W3AO8dWI 133H1S GNU S3I111! ------------------------------ 066T `£ )aQ*aoaG 31 ---------------- ON 83H300A 31VWI1 Supplemental Agreement No. I DATE December 3, 1990 UTILITIES AND STREET IMPROVEMENTS SHANNON HILLS SECOND ADDITION CITY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5 FOR THE CITY OF ROSEMOUNT, MINNESOTA CONTRACTOR : Ceco Utilities, Inc. 2u1 W. Travelers Trail Burnsville, Minnesota 55331 Ph (612) 890-6169 Fax (612) B90-5701 Page 1 of 1 - 4653 WORT: COMPLETED ITEM SPEC. CONTRACT THIS AMOUNT TOTAL TO DATE NO. NO. ITEM DUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE ---------------------------------------------------------------------------------------------------------------------------------- 1 ) Payment for labor and materials to the contractor, Ceca Utilities, Inc., necessary for added "Winter Construction" costs of the concrete for curb & gutter construction on Nov. 19 & 20, 1990. Method of payment, "Time and Materials", equal to 14.82 per cubic yard of concrete 4.82 263 1,267.00 263 1,267.00 Page 1 of 1 - 4653