The URL can be used to link to this page

Home My WebLink AboutWORK ORDER - PURCHASE ORDER - 9131287EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND Layne Inliner DATED: February 25, 2013 Work Order Number: Purchase Order Number: Project Title: City of Fort Collins P-7106 Cured In Place Pipe Sanitary Sewers Commencement Date: March 18, 2013 Completion Date: May 6.2013 Maximum Fee: (time and reimbursable direct costs): $375.000.00 Project Description: Cured in Place Pipe 3400 Blk. County Rd. 54G 8" 242' 1 service —2900 Blk. Welsh Dr.8" 82' 1 service — 2800 Blk. Gardner PI. 8" 418' 13 services — 3300 Blk. County Rd. 52E 8" 137' 0 services — 2708 Spoke Ct. 8" 577' 1 service — 3005 W arson Dr. 8" 127' 0 services — 200 Blk. N. Hollywood St. 8" 217' 6 services — 400 Blk. N. Impala Dr. 8" 406' 9 services — 1300 Blk. Cherry St. 8" 478' 7 services — 400 Blk. Franklin St. 8" 352' 5 services — 400 Blk. Riddle Dr. 8" 218' 2 services — 400 Blk. N. Roosevelt Ave. 8" 270' 8 services — 1500 Blk. Elm St. 8" 395' 10 services — 1200 Blk. Sycamor St. 8" 307' 2 services — 700 Blk. Sycamore St. 8" 460' 10 services —100 BIk. Briarwood Rd. 8" 404' 5 services —1500 Blk. Oak St. 8" 312' 1 service-400 Blk. S. Meldrum St. 8" 550' 15 services —2300 Blk. W. Lake St_ 8" 29' 0 services —1400 Blk. W. Elizabeth St. 8" 215' 2 services —1900 Blk. Dorset Dr. 8" 405' 10 services —1700 Blk. Springmeadow Ct. 8" 232' 1 service — 1700 Blk. Springmeadow Ct. 10" 215' 5 services — 1600 Blk. S. Lemay Ave. 10" 119' 0 services — 2000 Blk. Sheffield Ct. 8" 291' 4 services —1800 Blk. Manchester Dr. 8" 28T 5 services — 2500 Bik, Newport Dr. 8" 360' 9 services —600 Blk. Powderhorn Dr. 10" 107' 1 service — 2600 Blk. Meadowlark Ave. 8" 280' 5 services —2600 Blk. Avocet Rd. 8" 145' 1 service— 200 Blk. Annabel Ln. 8" 385' 11 services —300 Blk. Annabel Ln. 8" 312' 5 services — 3000 Blk. Remington St. 8" 291' 0 services — 800 Blk Strachan Dr. 8" 243' 2 services — 900 Blk. Strachan 8" 421' 0 services — 31-13Ik. Killdeer Dr. 8" 499' 8 services Scope of Services: tube 0.21 nominal wall thickness, based on 400,000 PSI Modulus Liner in accordance with ASTM F-1216 standards Certificate of Insurance as indicated in Contract Mobilization and demobilization All work to be done following Reynolds Inliner in addition to the requirements of OSHA. A copy of the Safety Policy will be available upon request. Pipeline cleaning of debris as defined by NASCO; other cleaning service provided at an additional cost when all site conditions are known. _—P-reliminary_video.inspection.to document.existing pipe condition and service connection verification -prior to — -- reconstruction Mainline Bypass during CIPP installation Tube pipe installed complete including curing and finishing As -built video inspection and video DVD Proper Traffic Control for the work site as provided by the City of Fort Collins Traffic Operations Superintendent Coordination and notification with project managers, residents, homeowners associations, water districts, including letters and flyers prior to installation Weekly progress meetings will be held with Reynolds Inliner and City of Fort Collins project managers. Coordination with appropriate water district to operate fire hydrants during installation Daily email notification to Project Manager of work to be completed on that day Project pre -construct meeting with project managers Project post wrap up and debrief with project managers Standard two year Warranty on materials and workmanship All service connections will be reopened internally using the cutter (service connections will be left sealed only upon written direction from the Owner, and in such event, Owner will indemnify and hold contractor harmless from all backup claims arising there from.) A local cell phone number will be provided by Reynolds Inliner as the primary customer contact. Professional agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Professional Services Agreement between the parties. In the event of a conflict between or ambiguity in the terns of the Professional Services Agreement and this work order (including the attached forms) the Professional Services Agreement shall control. The attached forms consisting of Exhibits _, _ _ consisting of _ U pages are hereby accepted and Incorporated herein, by this reference, and Notice to Proceed is hereby given. City of Fort Collins Submitted By: erintendent/ Project Manager Date: U�I-OC2 —1<-:? 2 Approved by: Water Enalni Date: Approved b� Director (if over Date: m QUARTER MANHOLE SECTION NUMBER 1B 14117-14118 1B 14100-14110 1B 10404-13937 1C 19306-13294 2E 14227-14218 2E 14218-14224 2E 14224-14225 2E 14225-14228 2G 13876-10448 3G 10637-14564 5G 11194-11191 5G 11191-18020 5G 11229-11230 5G 15234-11205 5G 11204-11206 5G 15223-11496 6G 18352-15607 3H 13307-14583 5H 15279-15265 7H 15897-19223 3J 10732-10737 51 11326-11327 3K 10762-10761 3K 10761-14733 9K 16756-16757 9K 16753-16754 9K 13425-16748 4L 15047-15046 4L 15059-15060 4L 15089-15090 6M 11649-11650 7M 16019-12001 7M 12006-12001 8M 12379-12380 I PIPE DIAM 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 8 8 8 10 8 8 8 2013 CURED IN PLACE PIPE WASTEWATER PROJECTS STREET 1 ADDRESS LOCATION 3400 BLK COUTNY RD 54G 2900 BLK. WELSH DR. 2800 BLK. GARDNER PL. 3300 BLK. COUNTY RD 52E 2708 SPOKE CT. 2708 SPOKE CT. 2708 SPOKE CT. 3005 WARSON DR. 200 BLK. N. HOLLYWOOD ST. 400 BLK. N. IMPALA DR. 1300 BLK. CHERRY ST. 400 BLK. FRANKLIN ST. 400 BLK. RIDDLE DR. 400 BLK. N. ROOSEVELT AVE. 1500 BLK. ELM ST. 1200 BLK. SYCAMORE ST. 700 BLK. SYCAMORE ST. 100 BLK. BRIARWOOD RD. 1500 BLK. W. OAK ST. 400 BLK. S. MELDRUM ST. 2300 BLK. W. LAKE ST. 1400 BLK. W. ELIZABETH ST. 1900 BLK. DORSET DR. 1900 BLK. DORSET DR. 1700 BLK. SPRINGMEADOW CT. 1700 BLK. SPRINGMEADOW CT. 1600 BLK. S. LEMAY AVE. (HIGH PRIORITY) 2000 BLK. SHEFFIELD CT. 1800 BLK. MANCHESTER DR. 2500 BLK. NEWPORT DR. 600 BLK. POWDERHORN DR. 2600 BLK. MEADOWLARK AVE. 2600 BLK. AVOCET RD. 200 BLK. ANNABEL LN. AMT OF PRO PIPE COST PER SERVICE TAPS LENGTH FOOT TOTAL COSTS 1 0 242 $31.25 $7,672.50 1 0 82 $31.25 $2,672.50 13 0 418 $31.25 $14,492.50 0 0 137 $31.25 $4,281.25 0 0 120 $31.25 $3,750.00 1 0 384 $31.25 $12,110.00 0 0 73 $31.25 $2,281.25 0 0 127 $31.25 $3,968.75 6 1 217 $31.25 $7,691.25 9 0 406 $31.25 $13,677.50 7 3 478 $31.25 $16,457.50 5 4 352 $31.25 $12,550.00 2 0 218 $31.25 $7,032.50 8 0 270 $31.25 $9,317.50 10 0 395 $31.25 $13,443.75 2 1 307 $31.25 $10,063.75 10 0 460 $31.25 $15,475.00 5 0 404 $31.25 $13,175.00 1 0 312 $31.25 $9,860.00 15 5 550 $31.25 $20,087.50 0 0 29 $31.25 $906.25 2 1 215 $31.25 $7,188.75 5 0 170 $31.25 $5,862.50 5 0 235 $31.25 $7,893.75 1 0 232 $31.25 $7,360.00 5 0 215 $33.00 $7,645.00 0 0 119 $33.00 $3,927.00 4 0 291 $31.25 $9,533.75 5 0 287 $31.25 $9,518.75 9 0 360 $31.25 $12,240.00 1 0 107 $33.00 $3,641.00 5 0 280 $31.25 $9,300.00 1 0 145 $31.25 $4,641.25 11 1 385 $31.25 $13,491.25 2013 CURED IN PLACE PIPE WASTEWATER PROJECTS 8M 12380-14011 J8 300 BLK. ANNABEL LN. 5 0 312 $31.25 $10,300.00 8M 18399-20719 8 3000 BLK. REMINGTON ST. 0 0 291 $31.25 $9,093.75 9M 16847-12627 '8 800 BLK. STRACHAN DR. 2 0 243 $31.25 $7,813.75 9M 12627-16845 18 900 BLK. STRACHAN DR. 0 0 294 $31.25 $9,187.50 9M 16845-12626 8 900 BLK. STRACHAN DR. 0 0 127 $31.25 $3,968.75 7N 12045-12043 B 3100 BLK. KILLDEER DR. 5 0 305 $31.25 $10,081.25 7N 12047-12045 8 3100 BLK. KILLDEER DR. 3 0 194 $31.25 $6,392.50 TOTALS i 165 16 10788 $360,046.75 SEWER SERVICE TAP REINSTATEMENTS ADD $110 & PROTRUDING TAPS ADD $250 PER SERVICE TO THE TOTAL COST OF EACH LINE SEGMENT