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HomeMy WebLinkAboutCHANGE ORDER - BID - 7366 HARMONY ROAD MAINTENANCE PROJECT - COLLEGE AVE TO TIMBERLINE RD (6)City of Flirt olli Planning, Development& Transportation Engineering ' 287 Nodh College Avenua P.O. Box 600 Engineering Fort Collins, CO 80522.058D ' 970.221.5605 970,221I.6378 - rax Change Order Form PROJECT TITLE: Harmony Rd: Maintenance Project (Collegerrlmberline) PROJECT NUMBER: 902310 (Bid #7366) CONTRACTOR: Martin Marietta Materials (PO #9122742) CHANGE ORDER NUMBER: 5 n preparing change orders show in order as separate numbered paragraphs the to lowmg: 1. Reason for change. 2. Description of change. 3. Change In contract cost. 4. Change in contract time. 1K. See attached sheet for detall. 3: The contract cost will increase by 4. There will be no change in contract time. ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O. % OF ORIGINAL CONTRACT ADJUSTED CONTRACT COST . (Assuming all change orders approved) - ACCEPTED BY: REVIEWED BY: SUBMITTED BY: $ 9,508.40 0.46% 4.40% $2,047,316.21 $80,488.40 $0.00 �9,508.40 $2,137,313.01 APPROVED BY: LKIAI)" DATE: 'a'- I1- lZ /(Department Head) APPROVED BY: l DATE: (Purchasing Agent over $60,000) cc Conlractor Purchasing Protect F0a Kelly Steele ` From: V&S tvslandscaping@q.com> " Sent: Friday, July 20, 2012 4:09 PM To: Kelly Steele Subject: change order request/ Harmony/Lemay Kelly I tried to send this the other day, but had the wrong email address, So here goes again. Craig Farver asked me to give you numbers to tear out, fine grade and haul off at the SE corner of Lemay. There is approximately 6000 sq feet to be cut out, graded and hauled away to fix the grade with the concrete so we can lay sod and fix the sprinkler. Our cost for the cut, grade and haul off of 6000 sq ft Is $53b0. That includes the corner where the light pole has to be moved. Please let me know as soon as possible If we can go ahead. We wanted to get i 1 there Monday, but since my email failed I will wait to hear from you. Thanks 4 Patti Xinne Manager/Project Estimator V&S Landscaping & Sprinkler Systems, Inc. Phone: 970-461-8390 Fax: 970-568-9218 vslandscanin@cl.com I/`-S 4 `S Sap 9% © 00 111 in Eve - try2�t 1 �y S3 NO EXCEPTION TAKEN Q REVISE AND RESUBMIT REVIEWED, ❑ REJECTED COMMENTS AS NOTED REVIEW IS QNLY FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE NTH THE INFORMATION GIVEN IN THE CONTRACT S SUBJECT TO THE REQUIREMENTS M ENTS. ANY ACTION SHOWNISUBJOF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE PROJECT SITE, FABRICATION PROCESS ANC' TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES, AND THE SATISFACTORY AND SAFE PERFORMANCES OF HIS WORK. cR of BY: _.,DATE:+dof� M tY[Colllns Engineering Department 1 City of Invoice 6 t Collins Page 1 Customer: CITY OF FORT COLLINS-ENGINEERING Invoice Number: 56785 Customer Number: 175501 Invoice Date: 1/17/2012 Invoice Due Date: 2/16/2012 Company Number: 00292 Remit To: CITY OF FORT COLLINS 117 NORTH MASON STREET P.O. BOX 580 FORT COLLINS, CO 80522-0580 Please Return the Enclosed Copy with your Payment Item Description Charges 001 Work Order 160135 Balance Due 24,034.33 24,034.33 Engineering Deparimerd po # Amt,�, Account # 400�0?• 533111,0- , Date_ I Approval Vendor # Doc # Batch # FEB 01 L-J12 IIII 0K-11-0 PAX _ U tj�EN S_(7z TERMS AND CONDITIONS Payment is due within 30 days of the invoice date. If you have any questions, please contact saragon@fcgov.com or call 6103. r xn r wr .c aG' A x w+u ""vT"2 t',-`Tr '`'(�"u'stomer GIIINer�B ,n C�s16ENGINEERING Dean Klinger Engineering 175501 1/13/2012 1 07/25/2011 1 12/30/2011 1 BILLED I Y �yRr.ZAWrldr_De`sQP4ios? :'st D•PROJECT Sign and stripe per plans when construction is complete .3' ::i , - '•s !{ •. _ • .5 s;�jf"'.kkkl���t kCvi`4iQt3`�}j lti'tr1Frr'°' Total Reaular Overtime Extended Description Hours Hours Costs Hours Costs Cost CREW CHIEF 24.50 17.00 $803.33 7.50 $444.54 $1,247.87 EQUIPMENT OPERATOR - TRAFFIC 35.00 27.00 $856.28 8.00 $135.23 $991.51 STREET SIGN TECHNICIAN 45.00 33.50 $1,219.98 11.50 $526.69 $1,746.67 TRAFFIC EQUIPMENT OPERATOR 1 84.50 79.50 $2,429.41 5.00 $182.09 $2,611.50 UTILITY WORKER- STRTS/TRAFFIC 33.50 33.50 $551.38 0.00 $0.00 $551.38 Total Labor L 7- Z' 3 `�- $7,148.93 '"g�11"� kn "TFitT$FI �bzrr Quantity Cost Per Unit Extended Cost "HC" STENCIL (THERMO 4.00 $48.71 $194.83 12" X 18" SIGN BLANK (1.5 SQFT) 3.50 $4.02 $14.08 12" X 9" SIGN BLANK (.75 SQFT) 2.00 $1.92 $3.84 18" WHITE LINE 109.00 $4.97 $541.51 18" X 24" SIGN BLANK (3 SQFT) 3.00 $8.03 $24.08 18" X 30" SIGN BLANK (3.75 SQFT) 2.00 $10.03 $20.06 18" X 36" SIGN BLANK (4.5 SQFT) 2.00 $12.05 $24.10 24" WHITE. LINE 89.00 $6.62 $589.54 24" X 24" SIGN BLANK (4 SQFT) 1.00 $10.70 $10.70 36" Stop signs 4.00 $40.25 $160.99 4" WHITE LINE 1,291.00 $1.10 $1,425.26 ALL Way Plaque HI 18" x 6" (.75 SQFT) 4.00 $13.44 $53.76 ALUMINUM RIVET 3/8" STEEL PIN DRIVE RIVET 112.00 $0.66 $73.92 Ahead Plaque HI 24" x 12" (2 SQFT) 1.00 $22.16 $22.16 BIKE SYMBOL [THERMO) 6' 4.00 $98.44 $393.74 Begin Right Turn Lane Yield to Bikes HI 36X30 (7.5SQFT) 1.00 $44.11 $44.11 Concrete Patch 2.00 $25.19 $50.38 Cut Down 2 Signs Blanks 1.00 $56.90 $56.90 Decorative Sign Backings 2.00 $28.35 $56.70 Downward pointed arrow HI 24" X 12" (2 SQFT) 1.00 $9.74 $9.74 EC Film "Acrylic" any size or color 56.00 $1.06 $59.14 Fender Washer Set (Set of 1) 53.00 $0.89 $47.06 Page 1 of 2 Hi in:enrity Microprismatic, any color or size 45.50 $1.37 $62.26 LFT ELONGATED ARROW STENCIL (THERMO) 1.00 $103.91 $103.91 NP SYM/2HR PARKING HI 24" X 18" (3 SQFT) 4.00 $33.24 $132.96 No Parking (List Time, Arrow) HI 12"x18" (1.5 SQFT) 2.00 $17.10 $34.20 No Parking Symbol (List Times, Arrow) 12"x18" (1.5 SQFT 2.00 $9.59 $19.18 Pedestrian Crossing HI 30"x30" (6.25 SQFT) 2.00 $40.57 $81.14 RR 36" ROUND HI (9 SQFT) 3.00 $50.11 $150.34 RR STENCIL (THERMO) NARROW 2.00 $351.96 $703.92 RT ELONGATED ARROW STENCIL (THERMO) 1.00 $103.91 $103.91 Red Paint Low Voc 6.25 $15.55 $97.06 Reflective Beads 136.43 $0.43 $58.93 SNS 36" X 12" HI .063 (3 SQFT) 1.00 $32.28 $32.28 SNS 40" X 12" HI .063 (3.34 SQFT) 1.00 $35.64 $35.64 SNS 9" X 52" HI .063 (3.25 SQFT) 4.00 $40.25 $160.99 STRAIGHT ARROW STENCIL 6 FT (THERMO) 4.00 $42.11 $168.43 Sign Back & Sign Posts 1.00 $6,750.24 $6,750.24 Sign Back Panels 3.00 $133.36 $881.14 Telespar 10' x 2" Post 5.00 $26.86 $134.28 Telespar 24" Ext. @ 1.75" 3.00 $4.57 $13.72 Telespar 3' x 2.25" Stub 5.00 $8.74 $43.68 Telespar Bracket 12.00 $4.51 $54.14 White Paint Latex 7.98 $10.20 $81.40 Yellow Paint Latex 14.75 $10.20 $150.46 Yield HI 36" x 36" (9 SQFT) 2.00 $24.64 $49.27 Total Materials $13,980.08 VAN M MVIMMMUMERNW4 IN, ME Hours Cost Per Hour Extended Cost FLATBED SIGN TRUCK 51.75 $22.80 $1,179.90 LARGE STRIPER 2.00 $105.60 $211.20 LARRY'S TRAILER 18.00 $9.84 $177.12 LARRY'S TRUCK Ford F-350 18.50 $21_60 $399.60 PICKUP TRUCK (RICH) 5.50 $14.40 $79.20 RED CURB LINE LAZER (Kelly 1995 5500) 5.00 $4.20 $21.00 RICK'S TRAILER 10.00 $9.84 $98.40 RICK'S TRUCK 2002 CHEVY FLATBED 15.00 $21.60 $324.00 TOOL FOR CORING HOLES IN GROUND 13.25 $24.00 $318.00 UTILITY BED SIGN TRUCK 4.25 $22.80 $96.90 Total Equipment $2,905.32 Total - Work Order #160135 $24,034.33 Traffic Operations Itemized Estimate ENGINEERING Dean Klinger Engineering 175501 160135 LINDEN FROM JEFFERSON TO POUDRE RIVER BRIDGE S&P PROJECT (WFO) 6/22/2011 Sign and stripe per plans when construction is complete Labor IF Y CREW CHIEF 16.00 756.10 0.00 756.10 EQUIPMENT OPERATOR - TRAFFIC 16.00 441.98 0.00 441.98 STREET SIGN TECHNICIAN 16.00 633.79 0.00 633.79 TRAFFIC EQUIPMENT OPERATOR 1 26.00 821.47 0.00 821.47 TRAFFIC EQUIPMENT OPERATOR 11 4.00 162.67 0.00 162.67 UTILITY WORKER- STRTS/TRAFFIC 36.00 550.99 0.00 550.99 Total Labor 3,367.01 Materials "HC" STENCIL (THERMO 4.00 48.71 194.83 $100 Fine HI (.5 SQFT) 4.00 13.00 51.98 18" WHITE LINE 150.00 4.97 745.20 24" WHITE LINE 90.00 6.62 596.16 4" WHITE LINE 2,000.00 1.10 2,208.00 ALL Way Plaque HI 18" x 6" (.75 SQFT) 4.00 13.44 53.76 Ahead Plaque HI 24" x 12" (2 SQFT) 1.00 22.16 22.16 BIKE SYMBOL (THERMO) 6' 5.00 98.44 492.18 Begin Right Turn Lane Yield to Bikes HI 36X30 (7.5SQFT) 1.00 44.11 44.11 Downward pointed arrow HI 24" X 12" (2 SQFT) 2.00 9.74 19.49 Fender Washer Set (Set of 1) 101.00 0.89 89.69 Handicapped Parking HI 12" x 18" (1.5 SQFT) 4.00 7.81 31.25 Keep Right Sym. HI 24" x 30" (5 SQFT) 2.00 32.76 65.52 LFT ELONGATED ARROW STENCIL (THERMO) 2.00 103.91 207.82 NP SYM/2HR PARKING 24" X 18" (3 SQFT) 8.00 27.36 218.88 Pedestrian Crossing HI 30"x30" (6.25 SQFT) 3.00 40.57 121.72 Powdercoated 10' post 40.00 60.00 2,400.00 Powdercoating of Ext 15.00 7.20 108.00 Powdercoating of stubs 40.00 7.20 288.00 RR 36" ROUND HI (9 SQFT) 2.00 50.11 100.22 RR STENCIL (THERMO) NARROW 2.00 351.96 703.92 RT ELONGATED ARROW STENCIL (THERMO) 2.00 103.91 207.82 Reflective Beads 120.00 0.43 51.84 STRAIGHT ARROW STENCIL 6 FT (THERMO) 5.00 42.11 210.54 Sign Backs for decoration 33.00 88.29 2,913.53 Telespar 24" Ext. @ 1.75" 15.00 4.57 68.58 Telespar Tx 2.25" Stub 40.00 8.74 349.44 Van Accessible Plaque HI 12"x6" (.5 SQFT) 4.00 13.00 51.98 White Paint Latex 10.00 10.40 104.04 Yellow 9 Ball 18" x 18" HI (2.25 SQFT) 2.00 19.28 38.57 Page 1 of 2 Page 1 of 1 Mark Laken From: Rich Brewbaker Sent: Tuesday, August 14, 2012 11:13 AM To: Mark Laken Cc: Joe Olson; Sandy Aragon Subject: RE: Linden Street Signing Invoice questions Mark, As I explained last year in an e-mail to you and as we discussed during the project, we installed nearly doubled the signs that were indicated on the original plans. If you recall we had a walk through with Randy Hensley after the project started and he wanted more signs installed and Engineering agreed to add them to the project. We also had issues with nothing being sleeved and we had to core signs. Many times we would go out and set the sleeve and come back the next day and the sleeve would be gone and the concrete would be poured. Also we had several signs that were removed and thrown to the side or were missing that we could not find because the crews would pull them and not let us know what was going on. All of this required extra time. We only charge for the time we are out there, and the estimate will not reflect changes in the project that are unforeseen. As you know this was not one of the smoothest projects we have had and there were a lot of issues to contend with, we were out far more then we would have normally been do to the construction issues. If we need to sit down and discuss this let me know. Thanks, Rich Brewbaker Crew Chief City of Fort Collins Traffic Operations 970.221-6792 970-222-2467 cell rbrewbaker@fcgov.com From: Mark Laken Sent: Monday, August 06, 2012 11:22 AM To: Rich Brewbaker Subject: Linden Street Signing Invoice questions Hi Rich, Can you provide additional description for some of the cost -over -runs on the Linden Signing and Striping labor and equipment costs. I have attached the original estimate and the invoice for this work. The main questions I have are for the Flatbed/Lift Truck which was estimated at 26 hours and came in at 71 hours (51.75+15+4.25). Also, labor hours were estimated at 114 hours and invoiced at 222.5 Regular and 32 OT hours. I know there was additional fitting time for mounting the signs to some of the street lights and there is also extra labor and equipment in the items listed below— I may be missing some other work that does not show up on the invoice specifically. Can you clarify for the extra equipment and labor. From the invoice and estimate, I can justify the additional costs for 13.5 hours of concrete coring that was not in the original estimate that was necessary (13.5 hours labor? and _equipment hours?). There is also additional costs for the decorative sign backings (estimated at $5809.75 invoiced at $6750.24) which we discussed as you were ordering materials. There is also some additional stripping that is for the Poudre Bridge and 1 additional RR sign at El Burrito (not sure for labor and equipment for RR sign). Thanks, Mark Laken City of Fort Collins — Engineering 8/15/2012 Yellow Paint Latex 10.00 10.25 102.48 4.OQ 40.25 160.99 Total Estimated Material 13,022.70 Equipment LARGE STRIPER 2.00 211.20 LARRY'S TRAILER 16.00 157.44 LARRY'S TRUCK Ford F-350 16.00 345.60 RICK'S TRAILER 16.00 157.44 RICK'S TRUCK 2002 CHEVY FLATBED 16.00 345.60 SIGN TRUCK W/LIFT 10.00 300.00 Total Equipment Cost 1,517.28 Summary For Work Order 160135 Labor $3,367.01 Materials $13,022.70 $1,517.28 Equipment Total $17,906.99 - ------------------- --------------- - ----------------------------------.- - _ .--------------------------- ----------------------- - Please Note - This is an estimate only- additional expenses may be necessary to complete the work. Page 2 of 2 city of 'F6rt Collins ' Engineering Planning, Developmenti&Transportation Engineering 201 North College Avenue P.O. Box 680 Fort Collins, CO 90522.0560 970.221.0605 970.221.6378 - fax Change Order Form PROJECT TITLE: Harmony Rd. Maintenance Project (Collegerrimberline) PROJECT NUMBER: 902310 (Bid #7366) CONTRACTOR: Martin Marietta Materials (PO 09122742) CHANGE ORDER NUMBER: 6 -1. Reason,for change. 2. Description of change. 3. Change in contract cost. 4. Change In contract time. 1&2. See attached sheet for detail. 3. The contract cost will Increase by $ 2,547.82 4. There will be no change In contract time. ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O. % OF ORIGINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved). ACCEPTED BY: REVIEWED BY: (Engineer) i UBMITTED BY: 0.92% 4.52% $2,047,316.21 $80,488.40 $9,508.40 $2,647.82 $2,139,860.83 DATE: DATE: SE: V Ue ^17— S (Project Manager) �,,,` ^� DATE: S' I�I'L7_ APPROVED BY: T(D r m v (Department Head) APPROVED BY: DATE: (Purchasing Agent over $60,000) cc: Contractor Purchasing Protect File Ciof '''Fort Collins ��- Engineering Planning, Development & Transportation Engineering 281 Nonh College Avenue P.O. Box 680 Fort Collins, CO e0522.0580 . 670.221.6606 970.221.6378 - lax Change Order Form PROJECT TITLE: Harmony Rd. Maintenance Project (Collegerrimberline) PROJECT NUMBER: 902310 (Bid #7366) CONTRACTOR: Martin Marietta Materials (PO #9122742) CHANGE ORDER NUMBER: 7 n preparing change or ers s own order as separa a num eired paragraphs the o owing: 1. Reason for change. 2. Description of change. 3. Change in contract cost 4. Change In contract time. 1 &2. See attached sheet for detail. 3. The contract cost will Increase by $ 6.720.00 4. There will be no change in contract time. ORIGINAL CONTRACT COST $2.047,316.21 TOTALAPPROVED CHANGE ORDERS $80,488.40 TOTAL PENDING CHANGE ORDERS $12,056.22 TOTAL THIS CHANGE ORDER $6,720.00 TOTAL % OF THIS CHANGE ORDER 0.33% TOTAL C.O. % OF ORIGINAL CONTRACT 4.85% ADJUSTED CONTRACT COST $2,146,580,83 (Assuming all change orders approved) ACCEPTED BY: ° DATE: T 'lb' 1'2 (Co r ctor's Repres . we) /�f /%/ I DATE: 401IC- ' 0— REVIEWED BY: (Engineer)' mm SUBMITTED BY: DATE: (Project Mane or DATE: APPROVED BY: �l( epadment Head) APPROVED BY: DATE: (Purchasing Agent over $60,000) W. contraclor Purchasing Project File City ®f Engineering Planning, Development & Transportation Engineering 281 North College Avenue P.O. Box 680 Fort Collins, CO 80522.0580 970.221.6605 970.221.6378 - fax Change Order Form PROJECT TITLE: Harmony Rd. Maintenance Project (Collegefrimberline) PROJECT NUMBER: 902310 (Bid 47366) CONTRACTOR: Martin Marietta Materials (PO #9122742) CHANGE ORDER NUMBER: 8 n preparing change -orders show in order as separate numbered paragraphs the following: 1. Reason for change. 2. Description of change. 3. Change in contract cost. 4. Change In contract time. 1&2. See attached sheet for detail. 3. The contract cost will Increase by $ 5,830.00 4. There will be no change In contract time. ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER. TOTAL C.O. % OF ORIGINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: REVIEWED BY: SUBMITTED BY: 0.28% 6.13% APPROVED BY: r+�K 1�att*> DATE: i(Depariment Head) DATE: APPROVED BY: (Purchasing Agent over $60,000) cc: Conlredor Purchasing Project He ' $2,047,316.21 $80,488.40 $18,776.22 $6,830.00 $2,162,410.83 -1.1- iZ of Flirt CoWns HARMONY ROAD MAINTENANCE PROJECT (College to Timberline) Change Orders 45 through #8 Justification City of Fort Collins - Capital Projects By: Tim Kemp Date: 08/03/12 CHANGE ORDER 45 - #8 TOTAL: $24,606.22 gr..wg 7.1 :' ETUA,�i`ar.'75MIS.M.':� r.A:i The City revised the Irrigation connection point from a railroad bore to a waterline tap In an effort to save line and 5 money, These Items were not in the original bid. The City directed the Contractor to change from 24" RCP to 19"x30" elliptical RCP due to pipe cover concerns. 6 The elliptical pipe Is a Contract bid Item, but the Flared End Sections (FES) were not In the original bid. The City directed the Contractor to build an 18" tall x 80' long wall along the existing back of walk (westbound 7 Harmony approaclng Lema . The design slope was too steep in [his area. The City directed the Contractor to regrade two areas adjacent to the new northbound Lemay right turn lane. The 8 design grade of the sidewalk was too low compared to the existing turf elevations. Initial Contract Amount $2,047,315.21 Change Order #1 $11,738.10 Change Order #2 $57,928.50 Change Order #3 $6,036.eo Change Order #4 $4,785.00 Change Order #5 $9,508.40 Change Order #6 $2,547.82 Change Order #7 $6,720.00 Change Order #8 $5,830.00 Change Order TOTAL $105,094,62 Total Adjusted Contract Amount $2,152,410.83 Change Order Percentage (Adjusted Contract v.Initial Contract) S1EngineeAnglPrcJec1skGapi1al ProlecMHermony_VmheNna to BaardwalkkConslructlon\Pay AppWarmony Road Pay App.xls 5.13% tbk I 27486 County Road 13/Loveland, CO 80534 Developing A Common Fufure once 970.669.1463 / fax 970, 669,1964 .AID PROPOSAL DATE: 15 duly 2012 PROPOSAL #: 120705 SUBMITTED TO: Martin Marietta Materials G�(� Attn: Kelly Steele 6 JOB NAME: Harmony Road Widening Fdrt Collins, CO i Field Memo #7 • Mobilization • Subgrade prep for retaining wall approximately 8" deep next to adjacent sidewalk �J j �- LUMP SUM PRICE D 10M GLII C//1 7� Field Memo #S • Mobilization • Pothole existing AC water line • Install new 3/4" water service with saddle, corp stop, curb stop and box, meter pit and lid and meter yoke. Meter is furnished by the FCLWD. • Lead time on materials is 5 working -days. LUMP SUM PRICE $3,044.00 Upon notice to proceed, this quote and attached additional provisions constitute a contract NO EXCEPTION TAKEN Q REVISE AND RESUBMIT REVIEWED, Authori®lN96e_ COMMENTSAS NOTED REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH DESIGN. CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE . INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED.AT THE PROJECT SITE, FABRICATION PROCESS ANIP TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES, AND THE SATISFACTORY AND SAFE PERFORMANCES OF HIS WORK. cave CC��II15 aY. DATE:D/ (` Z Bid Field Memo 7 8 July 15 2012.doc i1 Engineering Department i V&S Landscaping & Sprinkler Sys, 2458 W 44th Street N Loveland, CO 80538 Tel: (970) 461-8390 Fax: (970) 569-9218 v.q1.qnr1s;r.;ininn na o.r.orn M-LOWFlor'.."01190 Name: Kelly Steele Date; 7/10/12 Address: Harmony Rd Rep: Patti City: Fort Collins Terms: Phone: 970-566-0120 Tax: WAMMM P . Name: Harmony Rd Maintenance Date: 7/10/12 Address: Median Irrigation Additions Time: City! Fort Collins E-mail: kelly.steelePmartinmarrieta.coi Fax: Coatact: Kelly Steele g iry-oggo MIN I ea Irrigation Controler/Buttery operated/w/rain clik 1,600.00 1 ea 3/4r'Backflow w/security cage 1,800.00 Is 3/4" SOFT copper poc thm sleeve to bfp 2,200.00 **tbd - ty e of copper -400 0' V 0A. -( C& \S V- P , Y,� Oftbtotal '%\U- '�Xur % W, As-)\Owt 'Fax �% qD Total 0I pQ40 a opportunity to cam your. PERFOG Cft Tbank You V&SLandscaping Irrigation additions Estimate.xis 7/10/2012 ,4$ 5,600;00 'less, Developing A Common Wture 27486 CountyRDad 13/Loveland, CO, 80534 Dater June 28, 2012 1 IM4 null Prima I Ina Total Item une HUM ryvcceNevnr Add 19x30 FES 2 EA $ - 690.00 $ 1,30D.00 Restocking foe on 24"RCP 1 LS $ - 661.00 $ 661.00 Load pipe to return, forMI1 and operator 2 HRS $ 125.00 $ 250.00 ---8 REJCC NQTFn ENT- AS EVIEGG IS ONCY FOR GENER74t CONFOR CE—MWIMI pt4ANCE_WTU T ENTS. ANYACTI F THE DRAWIN N FORMATION GIVEN IN THE CONTRACT DOW HOWN IS SUBJECT TO THE REQUIREMENTS -- D-•SPECiflCATIONS THE —CONTRACTOR 1 IMWSIONS-WHICH-SHALL-BE-CONFJRME HE PROJECT SITE, FABRICATION PROCESS.AND-TECHNIOU D C013RELL� S — F CONSTRUCTION, COOR ION L."(�THER RApES-,—AND--THE— ATISFA I DORY —A _ gy. DATE: rt ms � Subiotal 1. Please sign and return to authorize this work. Bond wad- will not heoin unless it is authorized, total $ 2.291.00 0.00 z5.20 S 2,316,20 P? Aulhorhedby Date Page 1 of 1 Kellv Steele From: Wayne Elston<waynewithnorthstar@hotmail,com> 1 Sent: Monday, July 09, 2012 9A6 AM To: Kelly Steele (CIOSubject: Retaining Wall on Harmony Rd. HI Kelly, James said the price for this wall will be $80,00 per LF if you supply the concrete. If you have any questions let me know. Thanks, 1 r1 Wayne �Du' l ��`c✓`q�Qi L.y Joy, Ly,'[✓w�Jor� w� Gl be V. NO EXCEPTION TAKEN F1 REVISE AND RESUBMIT REVIEWED, ❑ REJECTED COMMENTS AS NOTED, REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR .DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE PROJECT SITE, FABRICATION PROCESS AND' TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES, AND THE SATISFACTORY AND SAFE PERFORMANCES OF HIS WORK. Cltyof OPt COIIInS BY: DATE: /' Engineering Department t