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HomeMy WebLinkAbout4D, 2011 PMP Payment #3 to Astech CorporationARQENHILLS Request for Council Action ED Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: October 10, 2011 2011 Pavement Management Program Payment #3 to Astech Corporation in the Amount of $317,357.47 Budgeted Amount: $1,747,000 (engineering and construction) Estimated Actual Amount: $1,415,981 (engineering and construction) Funding Source: PIR, Enterprise Funds, Special Assessments, Rice Creek Watershed District Cost Share Program Recommendation: Motion to approve Payment #3 to Astech Corporation, of St. Cloud, Minnesota, in the amount of $317,357.47 for the 2011 Pavement Management Program. Supporting Documents: 1. Memorandum dated October 10, 2011 from Kristine Giga. 2. Application for Payment #3. AIQENLLS MEMORANDUM DATE: October 10, 2011 TO: Honorable Mayor and City Councilmembers Patrick Klaers, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2011 Pavement Management Program- Payment #3 Background The City of Arden Hills awarded Astech Corporation. of Saint Cloud. Minnesota, the 2011 Pavement Management Program Project on April 25. 2011, for a total contract amount of $1,056,476.80. Change Order #1 was approved at the August 8, 2011, City Council meeting, revising the contract amount to S1,065,799.40. Discussion This pay request includes work completed through September 30. 2011. The payment is for $317,357.47 and includes: • Turf restoration throughout the project • Rain garden excavation and construction • Driveway restoration throughout the project • Wear course paving on all streets • Sawing and sealing bituminous control joints on all streets Financial Implications The following breakdown shows the funding sources and amounts for Payment #3: City Council Meeting \\ Metro- inet.us \ardenhills \PR &PW\ Engineering \Council_Actions \2011 \ 10 -10 -11 Memo_2011 PM P_Payment #3 .doc Page 1 of 2 Funding Source Amount PIR $ 298,935.54 Surface Water Management $ 18,421.93 Sanitary Sewer $ 0.00 Watermain $ 0.00 Total $ 317,357.47 Council Action Requested Approve Payment #3 to Astech Corporation in the amount of $317,357.47 for the 2011 Pavement Management Program Project. City Council Meeting \\ Metro- inet.us \ardenhills \PR &PW\ Engineering \Council_Actions \2011 \10 -10 -11 Memo_2011 PMPPayment #3.doc Page 2 of 2 Engineering Copy Finance Copy Contractor Copy DATE: DATE: DATE: CITY OF ARDEN HILLS CONTRACT VOUCHER Contract Date: April 25, 2011 Payment No.: 3 Partial Payment 2011 Pavement Management Program CONTRACTOR: Asphalt Surface Technologies (ASTECH) PO Box 1025 St. Cloud, MN 56302 320 - 363 -8500 Original Contract Amount Additions /Deletions to Contract Revised Contract Amount % of Contract Complete Value of Work Completed 5% Retainage Previous Payments Payment Due This Voucher $1,056,476.80 $9,322.60 $1,065,799.40 98.1% $1,045,495.89 $52,274.79 $675,863.63 $317,357.47 Mayor City Administrator Contractor's Representative Funding P I R $ 298, 935.54 Surface Water Management Enterprise $ 18,421.93 Watermain Enterprise $ Sanitary Sewer Enterprise $ Total $ 317,357.47 RDEN HILLS PAY ESTIMATE # 3 FOR WORK COMPLETED THROUGH 10/5/2011 ant Management Protram TO DATE TOTAL AMOUNT 6 6 6 6 6, kr, EA C 6 -4 , r (4 — EA en ■.0 00 ,i en —. EA 6 , — ,.0 — CD ON ,:r. CD c-,1 fis 6 6 kri cr en - C 6 ,th ,o — , 6A- CD 6 ,i r- 00 .6 — EA 6 6 r- ch , kr, C.4 EA 6 6 4 (-1 6 00 — EA- C , r , CI ,— — EA 6 6 vi r4 00 (.'cl 0 0, — ,t- ,...0 -7t= en EA- '4, , 4 ,i- vD, 4 — EA eh oc rn 7r- — — — (,) bq kr, \c^, 06 Q en kr; \.0 cNI EA 6 c) ,i r-- 00 ri — EA 6 c:::) 6 rr, 00 .. , 7t- EA 6 c) ,..- oo ,t rA EA 6 c:5 6 rn kr, — EA 6 6 kr, rl r- EA 6 c...-: 6 v-, , — m (A 6 6 0 ..c.,- , 4 — EA . . rri cv c — EA 6 oc ,e, oo rn r,i EA 6 , c::; oo 6 ,c, 0C 6 6 6 kr, , EA 6 6 kr, oc , EA 6 e."-: c el — Eoe.- d. --- C -,:r ,, 6 en b .,, O iA, C ,. C-... 6 EA 6 , oc (-NI A — 6 oc — EA 6 . . C , . EA- 6 7t- 00 . 6 ,t — r-- (NI E 6 . . c,1 — , r-4 EA 6 _ — 00 ,c .cl QUANTITY COMPLETED TO DATE 6 6 . — 6 6 . r- r-- r, .6 6 , . 6 or kr, 6 6 . oc , 583.40 CD 6 c, 1--- CD <6 r,i cv r-- 6 6 r,i — 00 (-4. 6 6 00 m CT en C:D 6 <-5 6 kr, .c1. 6 , 00 — — 6 , r-: 38,491.00 0 o t--, — I"- ... 00 \C r- , r-- - en 4,825.43 6 4 6 00 CD 6 6 , CA CD v-i — CD 4 en 6 kri c-,t 6 6 — 6 4 6 6 c., kr. 6 ,6 ,e 6 r-: F- ,..., •.6 6 — 6 C r.,^, "--"" C.- N ....C, oc UO U 08 OLb'b 00'0 C ''''' C--- . 0 •""" 'kr, -- . 1.,) 6 6 . c-, ,..C..,' 6 6 -,r ("NI 6 6 00 "71- 6 6 . -71- 6 c . — AMOUNT PREVIOUS ESTIMATE 00.011$ $12,754.00 c) oC ,1 05.01 l$ 1 $1,337.00 CD 6 kr, cr rr, ' 6 6 ,i c, ..0, EA 6 6 ,i r- oo v:5 — EA O CD r- --: cr, kr, kri c•I fA- CD 6 4 rg 6 00' — EA CD , r-: , ,1 —: — EA 6 6 &r r.,1 oo $34,641.90 6 6 d c.e:} 6 CD 6 EA $250,499.15 CD c) 06 C-,1 v., ' EA CD 6 6 71. 00 EA 6 0C t---: , — — 6 6 6 , 6 es .7t- ,,Y - 6 6 6 — ■:-., ., eI N & $315.00 1 6 6 6 C 'I., 00 00 . (-4-1 c-,1 ,...,D bq 6 OC , ..r; 00 6 6 kr . cr 00 00 EA 6 . , 00 — $5.250.00 1 6 c 00 6 C 6 EA EA C c-.. EA C c.--- $2.835.00 1 6 .77- oc — $8,339.00 $804,00 ,-.4 — r- e4 100.2 l S`Z$ _ 00 ,ID ' QUANTITY PREVIOUS ESTIMATE LL.'0 c CD .---: r-- ,c, 6 , 6 cr, 6 CD .6 C,1- © C (-NJ 00 m 79.00 1 534.00 6 6 c-Ni .-- 00 r4 3,938.00 4,506.00 CD , 00 6 , . r-- 6 c — 0 00 , 00'0 00'0 4,554.53 - 6 6 rei f, 400.00 00.L 00.6 6 6 0 . 6 6 . — 6 6 . ,- 1 0S'06S 6 en . ,..,,- \C 6 6 . ,-... r--... — — , 35.00 1 ,--S r--- oc ---a= 6 C C-._:: C 6 ...... c, , , 6 , ........ Cr c 24.00 48,00 1 ....... 4 6 _ EST. TOTAL COST 6 6 6 6 v-; -- 6 6 en cr — -- 1 $ 2,272.50 r4 6 kr, Cr kr, .6 kr, t-r, f=0=} 00.00C1 $ 1 00.09Z 00.5SL` l $ 1 00.S8S ry, 200 .6 c-4 ,t-,, .,,:r r,t CD - — I"- 6 ..7t- oo (-•- r- 6 ca I 1 n 00 • . , C, en — 2540.98 1 $ 10,163.93 C 6 6 -- c-1 CD 06 — — 00009`9 $ 1 00'09 41870.00 1 $ 37,683.00 00'021 `5 l $ j 00.0006 3800,00 1 $ 214,700.14 © 6 r...-, ,c,, 00 r---- " 6 ,e \C 6 , 959,00 ($ 15,344.00 L 2094.00 $ 4,397.40 15.00 $ 2,481.00 40.00 $ 18,000.00 27.00 7,830.00 I 6 6 kr, — EA S ,-... 4.00 1 $ 1,460.00 1 6 r--: r- r--- „ c,t 6 6 — 6 — 153.00 1 $ 5,508.00 1 6 t---: rA , „ 6 00 6 , ,r, 0' 1.00 1 $ 3.500 00 1 6 ,-- . , d- . ,c EA 2400.00 1 $ 3.600.00 1988.00 $ 13.518.42 140.00 $ 504.00 c -.7 -- 6 ,--t ,..7- _ EA cr ci 6 c Z -,--T .., 12.00 1 $ 3.780.00 1 6 r ,.:1,- , b.. 06 c-,1 6 r — ,--j- cA. 0.00 1 $ - 1 6 00 , C:, „ bq 6 (-NI © 00 ,o rs- , ' 9. - EST. TOTAL QUANTITY 6 CD , ,c 0, kr, CD 6 — 6 — 00.Esi 6 c:; Ch UNIT PRICE (0'000`S l $ C, rNi 69- (--,1 ,i bq $ 4,25 J $ 3.50 00.5 $� ,-,-, 69 6 ,6 69 kr-1 <5 69 $ 4.00 (25 , CT, 69- 6 6 — C, cr 6 00 ,-;_,-- — EA C) , ,es , EA- oo ss © 6 ,6 EA C) — e4 T$ 165.40 00.0Sb $ $ 290.00 6 ,-; — r, 365.00 , r - r.i 6 . .6 , , . r, — C--:-• 6 6 6 1,-, ,-, 6 . 6 , - ' - - ' ,--i-, . — EA 06 ,c-- - . . ..c..- r, -b, (A- '----‘ C" ,.:D ,A 230.00 .1 , , , $ 5.25.1 . r, . . r, EA . kr) EA CD . OC ("NI ,-S EA- CD — 00 ,C , 1 LS 1 SF 1 sv >-. VD 4,.. ..--- LL. ,-.1 ›- U CY CY STA X _ SY - TON... TON & GAL EA EA EA FA < SF >" CFI 4.1-„, --, Cr, .--, EA 1 LI- SY LF LI. EA I EA LF LF EA j ITEM DESCRIPTION STREET IMPROVEMENTS MOBILIZATION (5% MAXIMUM) REMOVE CONCRETE CURB & GUTTER (INCL. SAWCUT) REMOVE CONCRETE SIDEWALK REMOVE CONCRETE DRIVEWAY PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT SAWCUT CONCRETE 1 SAWCUT BITUMINOUS COMMON EXCAVATION SUBGRADE EXCAVATION ISALVAGE AND PLACE RECLAIMED AGGREGATE AGGREGATE GRADING & COMPACTION STREET SWEEPER WITH PICKUP BROOM BITUMINOUS PAVEMENT RECLAMATION (10" AVG DEPTH) BITUMINOUS CONTROL JOINT TYPE LVWE3503SB WEARING COURSE MIX. TYPE LVNW3S030B NON- WEARING COURSE MIX. TYPE LV4 WEARING COURSE MIX.(B) 3" (DRWY.) BITUMINOUS MATERIAL FOR TACK COAT ADJUST GATE VALVE ADJUST MANHOLE FRAME & RING (SANITARY) ADJUST MANHOLE / CB FRAME & RING (STORM) 1 REHABILITATE CATCH BASIN (INTERIOR) I PEDESTRIAN CURB RAMP (W/ TRUNCATED DOMES) 4" THICK CONCRETE SIDEWALK 6" THICK CONCRETE DRIVEWAY PAVEMENT CONCRETE CURB & Gt JTTER, VARIOUS TYPES TRAFFIC CONTROL INLET PROTECTION SILT FENCE SOD, WITH 6" TOPSOIL 4" SOLID LINE - WHITE EPDXY 2.5' X 6.0' CROSSWALK - WI -IITE EPDXY PAVEMENT MESSAGE (LT ARROW) - WHITE EPDXY DRAINAGE IMPROVEMENTS REMOVE CATCH BASIN REMOVE STORM SEWER PIPE 12" RC PIPE SEWER, CLASS V 15" RC PIPE SEWER, CLASS V 24" RC PIPE SEWER, CLASS V j 12" RC PIPE APRON (W/ TRASHGUAR.D) 15" RC PIPE APRON (W/ TRASHGUARD) 1 ITEM NO. — (-4 m ..7t. , \c, r.... . 0, r,.1 en 71- , ,0 r-- 00 CT, 1 20 1 . 22 f, rN1 .71. r,1 1 25 1 26 r-- CNI oc (-NJ cy, ,I 6 — rn rn 1 32 , rn - (-NI rn d. RDEN HILLS PAY ESTIMATE # 3 FOR WORK COMPLETED THROUGH 10/5/2011 hnt Management Program TO DATE TOTAL AMOUNT CD 0 r•-, C3, CD 0 (.1 Ch 0 0 ..„o — 0 CD ,C) EA CD 0 EA CD CD •-- 1.---- 4‘ EA CD 0 CD CD CD CD CD 0 rs- kr1 EA — C., 00 Cl kr-;' r-: 4' EA EA EA 0 CD EA CD CD EA CD kr) r- 01 4' EA CD 0 EA 0 0 (;;A C C ,C) 0, ,---: EA 0 0 .t..; kr, CNI - (.., 0 0 kr-1 .7t- (--, c.,, 0 0 ,..,1 el kr, EA 0 0 — 0 ,--- EA CD 0 kr) r"-- kr-; cl EA 0 0 -, — kr) (-4 EA 0 0 4 rl 0C d ^ EA 0 0 cNi kr) kr) , EA 0 0 4 CT, 1--- - EA `-0 .6 ■C'd .1- 06 ,1 EA 0 4 r■I r 4 ,I EA 0 6 EA ^ ry ,.." oC - kr) r--: I"- kA 0 ,6 — ,..,i. EA 0 6 , 0 6 0 G 0 6 oC r--- EA 0 0 QUANTITY COMPLETED TO DATE CD 0 - 0 0 6 , , (NI k-. c.1 CD CD 06 ,), CD CD 6 CD CD ,6 0 0 C CD 0 CD 0 CD 4 4 6 o \C r- .6 Or' 0 CD 6 CD CD 6 0O'S8S 00'0 0 0 0 6 oc a, — 00.9 00'91 0 0 . - 0 0 . ry 0 0 . ..6 3.00 1 - 0 r ,--. 0 06 oS•SO1 -1 0 ,--n 00 0 6 0 4 , a, • m 0 6 C 0 4 r- CD 6 0 0 0 AMOUNT PREVIOUS ESTIMATE CD 0 ,i en cr, 'A C CD v- r..) c:), ,...,; EA 0 0 —: .0 - r: 6A CD CD 00 .0 - f"---' EA 0 0 6 (A C 0 © - r-- •71: EA $405.00 $672.00 $0,00 $0.00 0 0 c V3- 0 CD 6 & CD 0 6 kr) kr, C4 EA- CD .0 6 69 0 CD © EA 0 0 6 ,C..," cr ,,,,,-cs EA $1,256.00 $3,450.00 0 0 , , el v-1 EA $3,012,00 1 $25,752.00 ^ 0 0 ---; - , ,, CNI 6A 0 0 (-NI oc . 0 — EA 0 r.i , v kr, , $1,794.00 1 m ,c ,c, ..c.,^ .71- ci- ,1 EA $24.724.00 1 0 0 6 (A C ......, r .6- oc ^ c , i.....: oc r-- EA CI", ,..6 ,r- - rNi EA '-o- „...: 4 , EA c {A c EA (72- „..; , oc r.: EA $0.00 1 QUANTITY PREVIOUS ESTIMATE 0 00 OS 1 23.25 1 28,00 CD G 0 \.6 00'0 000 00.ZF 00'Si7 CD 6 CD © 0 6 0 r.,., 1 o.00 CD 6 • 00'9 00.91 - 12.00 100.9 k---; 4 06 1 os-sol.1 883.00 1 1 000 3,954.00 1 6 cy, r- ,---, 0.001 (-Nt 0.001 E-- (ID 0' U 1 < E---• E- c/D Li] $ 932.00 1 $ 6,280.00 1 $ 6853.00 0 .6 r-: r- r— „ 0 _ EA 0 o r.i - kr) r.t EV3 0 0 6 , oo , r- EA 00'OZL`E $ 00'019`8 $ 00'099`9 $ 0 0 6 kr) — _ EA 0 © © o cv ,. ER 0 0 6 r--- oo ___ EA ' EA 0 CD 6 oc EA $ 4,344.00 1 $ © 0 0 ,6 6 v krl cl,t- - ,-,-; EA EA 0 , r.--) eNt kr,' EA 0 ,i — 0 k--- 6A 0 ,i kr) 1---- kr: (NI EA 10,824 00 1 0 4 — $ 2,714.00 $ 29,638.25 $ 25.844 00 1 0 . s... oc EA 0 . 0 0 Q. EA $ 700.00 2.320.00 sao 00 000Z1 5 5 418.00 5 8.120.00 , EA EST. TOTAL QUANTITY . L 80.00 ,i rNi - <- 6 740.00 410.00 0.00 60,00 200,00 CD CD 0 CN1 220.00 6 ,i 0 0 ,---__ -. (-NI 0 ,, • ---• ,:-_, ,...... © - - O0'Z l 0 0 . .4.7, 0 G . r.--, 0 . ,---.. ,...., 0 . ,--, 0 ,---. - 06 - 0 0 - ,,... - • - 923.00 1 0 0 ,,,, 4 ,---. '-o-- „:..„ - ,---, 11 C ...- ,---. 0,,, 0 C - .c:`,6- CD ,....., „--.....; ..--; 200.00 ,---, ...., - ...., ,...._ 06 (-A 11 II 0 © UNIT PRICE 0 0 c.i ,---, C7, 69. © kr, oC r- 6A 0 0 oc 0 m EA © 0 .6 , (I EA $ 628.00 0 0 , 00 r— 0 0 0 0 o o , 0 O -- ofS c-Ni (NI - ..0 EA EA EA EA 0 o cNi EA OS.8 $ 00.6 © 6 r EA, 0 cNi EA 0 © 06 , r-- r- , EA 6A 0 , , (NI ' EA 0 -: , (V EA 0 cp, te,1 EA. $ 837.00 5 984.00 $ 1,388.00 � 23 00 1 sL Sz 5 0 06 (NI EA 6 06 - EA 0 r-: EA , o6 EA. G-- ,1 EA 06 — EA .c.-; 6A 06 — ,i- EA 290.001 $ 19,000,00 1 —, < >”' L-. LF < L.L1 1 EA >- ›. ›* >"" UU(...)(..) LF >-. VD -.-• ,.-.J LF < W LI- ,_-2, VA LS EA EA EA EA .-... —2 —1 ,). „ " ,..., _2, EA -1 ..17 EA 1 ITEM DESCRIPTION 24" RC PIPE APRON (W/ TRASHGUARD) RANDOM RIPRAP, CLASS III, GRANITE CONSTRUCT CATCH BASIN TYPE B CONSTRUCT MANHOLE TYPE B MANHOLE CASTING CATCH BASIN CASTING RAIN GARDEN EXCAVATION RAIN GARDEN BEDDING AGGREGATE BEDDING TYPE 6 HARDWOOD MULCH LANDSCAPE EDGER IGEOTEXTILE FABRIC 4" PERFORATED DRAINTILE W/ SOCK 6" PERFORATED PE PIPE DRAIN 6" PVC PIPE DRAIN CLEAN -OUT WATERMAIN IMPROVEMENTS REMOVE WATERMAIN PIPE 1 REMOVE GATE VALVE AND BOX SALVAGE HYDRANT TEMPORARY WATER SUPPLY SYSTEM SEWER PIPE CROSSING 6" HYDRANT AND VALVE 4" GATE VALVE AND BOX 1 6" GATE VALVE AND BOX 8" GATE VALVE AND BOX 4" PVC C900 WATERMAIN 6" PVC C900 WATERMAIN 8" PVC C900 WATERMAIN POLYSTYRENE INSULATION, 4" THICK, 4' WIDE 1 DUCTILE IRON FITTINGS SANITARY SEWER IMPROVEMENTS REMOVE SANITARY SEWER PIPE 8" PVC - SDR 35 J GRANULAR MATERIAL FOR BEDDING (LV) TELEVISE SANITARY SEWER ADJUST MANHOLE FRAME AND RING (SANITARY) RECONSTRUCT SANITARY SEWER MANHOLE BID ALTERNATE 1 CONSTRUCT ECO STORM STRUCTURE- 7' DIAMETER ITEM NO. oc 0., ,i , ,4- kr, ■0 i---- oc 0, Cl CNI CN1 _ ■e r oc 0, , ,t- _ ,1 rn •,1- ,r; ■C CITY OF ARDEN HILLS PAY ESTIMATE # 3 FOR WORK COMPLETED THROUGH 10/5/2011 2011 Pavement Management Program TO DATE TOTAL AMOUNT 0 G ,i en ,..0 — EA CD 0 6 00 00 Eli CDOGOG G CD 6 6 cr. (-4 Cr, ,C) 6,3 ,I- EA CD 6 .0 ,f) E A 0 6 c4 rn 's .— EA- G 6 CD C) vi --- oe ,— CT 00 kri ON kr; EA QUANTITY COMPLETED TO DATE CD 0 . M CD CD . •-- 3.00 1.00 0 G •-- G CD ,--- 0 0 0 0 ,-- AMOUNT PREVIOUS ESTIMATE 0 G ,i en .0., . EA CD G 6 oo 00 CD G G C) 6 6 C (-4 C .0 EA ' .- EA C:, 0 6 .0 .0 EA 0 0 6 (-4 en, — EA G G 6 b•e?., ' CD G vi — en 00' — EA $711,435,40 QUANTITY PREVIOUS ESTIMATE CD CD . ,1 rn G G . .--- 3.00 1.00 G G .— 0 CD ,— 0 G CD CD 0 — EST. TOTAL COST 0 G ,i — ■0 fzi)- $ 880.00 CD G 0 G kri 6 VI ,1 — VD — ..,t-' .v, EA G 6 ■.0 , -C EA- 0 6 .7t. ,C r.i. 6,1 CD kri — rn , oo — , C, CY; ON t---- , kr, .0 c EA EST, TOTAL QUANTITY G CNI _ G - — 3.50 1.00 G ___ CD (., G — UNIT PRICE G G — to EA 880.00 1 $ 330.00 $ 4,620,00 G G 6 ,C...) ,..0 EA G G 6 (-NI rn — EA. $ 18,315.00 I ,— 7 T LF < LF EA < EA < ITEM DESCRIPTION CHANGE ORDER 1 18" RC PIPE SEWER, CL V 18" RC PIPE APRON (W /TRASH GUARD) CONSTRUCT CATCH BASIN TYPE A CONSTRUCT OUTLET STRUCTURE CATCH BASIN CASTING R -4342 CONNECT TO EXISTING STRUCTURE ALTERNATE 2 CONSTRUCT ECO STORM STRUCTURE 1.0 (6' DIAMETER) TOTAL PROJECT COST ITEM NO. c 1 24 26 27 28