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Home My WebLink AboutPACKET Public Works 1999-11-184 AGENDA TOWN OF ESTES PARK PUBLIC WORKS COM~fITTEE NOVEMBER 18, 1999 3:30 P.AT. Preparation date: 11/12/99 *Revision date: 1. 1999 Water Line Project Request retroactive approval of a change order 2. 1999 Water Line Project Request approval to proceed with a water line bridge crossing project 3. Bulk Water Dis pen ser Request approval to proceed with this budgeted item 4. Parks Department Irrigation SCADA System Request approval to pu:chase this budgeted item 5. Highway 34/36 Project Bids Request approval to award low bid Reports: 1. Customer Service Response INTER-OFFICE MEMORANDUM November 15, 1999 TO: BILL LINNANE / PUBLIC WORKS COMMITTEE FROM: BOB GOEHRING SUBJECT: Prospect Mountain/Colorado Highway 7 Interconnection Change Order Rocky Mountain Consultants submitted the following change order request. This is for additional work done by Weinland Construction on the Prospect Mountain/Colorado Highway 7 Looping Project. The attachment contains a brief description, which explains each line item request for a total of Sll,128.00. This is approximately a 6-92% increase from the original contract. In Capital Infrastructure there is an unencumbered balance of $156,374.30 which is sufficient to fund these changes. There were no change orders for Fall River Water Line Phase IIII and Al Fresco Place Water Lines (Big Horn Drive area), which came in at approximately S15,000 less than contract due to a reduction in quantities (flowable fill). Staffrecommends approval of this Change Order. 1-1 ROCKY MOUNTAIN CONSULTANTS, INC. gmc 437 South St. Vrain Estes Park. CO 80517 November 2, 1999 (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 Bill Linnane Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 RE: 1999 Water Looping Project Dear Bill: Attached please find two pay requests from Weinland Construction. Fall River Water Line Phase 111 The first pay request is for final payment for Fall River Water Line Phase 111. The amount due is $21,079.00. The total construction cost is $48,907.00 which matches the total bid price. Prospect Mountain/Colorado Highwav 7 Interconnection The second pay request is for final payment with change order for the Prospect Mountain/Colorado Highway 7 Interconnection. The requested amount due for final payment with the change order is $34,504.17. The total requested construction cost is $174,707.70, which exceeds the total bid price of $164,030.45 by $10,677.25. The requested change order is a 614 % increase in construction cost. Minor adjustments to the bid quantities from the plans decreased. -$450.75 The water main design was based on horizontal and vertical constraints. The subsurface constraints primarily consist of existing utilities. The location of subsurface utilities is typically fairly accurate. Due to the congestion of utilities along Pinewood Lane and ghost signals occurring during the utility locates, the requested Change Order resulted from the actual subsurface conditions. The following requested change to the Scope of Work are as follows: 1) Tie-in at station 14+35; A lateral water main was discovered during construction, which was not located during the design phase. CIVIL AND ENVIROMENTAL ENGINEERING Â· PLANNING 1-2 gmc Tie-in to the existing lateral was required with the existing main being abandoned. Cost for the tie-in is consistent with other tie-in cost of the project. $2,146.00 2) Look for 4"; A 4" water line lateral came up Pinewood Drive and tied into the main at Pinewood Lane. The locates for the 4" lateral showed it tying directly into the main.. In actuality the 4" lateral turned and paralleled the main down Pinewood Lane before tying into the main. The undermined location of the 4" lateral cost Weinland Construction 5 hours of additional time beyond the contract, to locate the 4" lateral tie-in. $725.00 3) Look for Origin of 2 Existing Services; Two existing private services were located paralleling the water main. Locating the origin of the two services was required so the services could be disconnected and temporary water service could be provided to the private residences. Locating the origin of the two services cost Weinland Construction 6 hours of additional time beyond the contract. $870.00 4) Encase Waterline; Due to the congestion of utilities along Pinewood Lane, approximately 91 linear feet of water main was placed within 10 feet of an existing sewer main. Where required separation cannot be met between a potable water main or a sewer main, the potable water main must be protected. The water main was encased in plastic pipe for protection. $2,912.00 5) Blast Trench; During the Highway 7 waterline construction, Weinland Construction, Inc. was reimbursed for blasting cost. Weinland based their 1999 waterline bid on this precedence. Weinland Construction was awarded the contract at a bid price of $164,030.45. Weinland's bid was $39,602.55 below the next lowest bidder. The requested additional funding is for direct reimburse- ment to the blasting subcontractor with no mark-up by Weinland. $3,500.00 1-3 gmc 6) Extra 8" Tee w/Kicker; The additional 8" tee w/ kicker was at the request of the Town water shop for future water line interconnections. $625.00 7) Replace Drainage in Alley Concrete; A drainage pan on a private driveway required replacement due to field fit of the water main. $350.00 The Total Requested Change Order is $11,128.00 Total Increase to Contract Amount is $10,677.25 Rocky Mountain Consultants, Inc. (RMC) recommends approval of the requested Change Order and Pay Request. RMC apologizes for the delay in the notice of Change Order and will strive to avoid this on future projects. If you have any questions, please do not hesitate to contact us. Sincerely, ROCKY MOUNTAIN CONSULTANTS, INC. *A-4% <t Michael S. Todd, P.E. Project Engineer MST/mas 1-4 ...0,0.0 PLI.W..1â€¢'Co. RECORD OF PROCEEDINGS Public Works Committee June 17, 1999 Committee: Â· Chairman Baudek, Trustees Barker and Jeffrey Attending: Chairman Baudek Also Attending: Assistant Town Administrator Repola, Public Works Director Linnane, Water Supt. Goehring, Clerk O'Connor Absent Trustees Barker and Jeffrey Chairman Baudek called the meeting to order at 8:05 a.m. 1999 WATER LOOPING PROJECT - REQUEST AUTHORIZATION TO AWARD BID. The Committee reviewed a vicinity map and Director Linnane outlined the following Water Line Replacement Projects: At Fresco Subdivision Fall River Prospect Mountain'Hwy. 7 Interconnect Director Linnane noted that an incorrect budget figure was reported during the Public Works Committee meeting in April: and that the correct budget amount is $600,000.00. Bids were received June 14th, and low bids are summarized below: LOCATION COMPANY BID AMOUNT Al Fresco Subdivision Kitchen Co. S213,298.00 Fall River Weinland Const. 48,907.00 Prospect Mtn./Hwy. 7 Weinland Const. 164,030.45 Total Cost $426,235.45 Both construction companies have a good reputation with the Town. Construction of the Fall River line is to begin at the end of September to accommodate the adjacent commercial property. All other construction is scheduled to begin in August, with asphalt work to be completed by November. An additional $20,000 was budgeted in the Water Fund for the Annual Fire Dept. Hydrant Upgrade Project This project has yet to be determined by the Fire Dept., however, it will be coordinated to be performed by either construction company. This $20,000 has not been included in the cost summary above. Therefore, the project cost is $426,235.45 plus $20,000 = $446,235.45. The budgeted amount is $580,000 + $20,000 = $600,000.00. The Committee recommends the bids as identified above be accepted, with the $20,000 Fire Dept. Project to be negotiated and performed by either construction company, 1998 WATER LOOPING PROJECT - REQUEST APPROVAL OF CHANGE ORDER. The 1998 Water Looping Project replaced a water line adjacent to Chapin Lane in the Spring of 1999. The disturbed ground along the new line allowed the ground water to travel along the water line causing the water to surface adjacent to a downstream property owner, thus entering the structure's crawl space. To mitigate this problem, the Water Dept. contracted with Kitchen Co. and installed three clay dikes to intercept and 1-5 TOWN of ESTES PARK Inter-Office Memorandum November 12, 1999 TO: Public Works Committee FROM: Bill Linnane SUBJECT: 12" main replacement under the James Mcintyre bridge adjacent to Fall River Road Background: Please refer to the attached map for this discussion. The sections of pipe that serve Trails West Blackhawk, and Ponderosa accommodations have been replaced in the following order: 1. The Fall 11iver bridge crossing (1982) 2. Fall River Road, past Trails West to the bridge (1990) 3. The bridge, west 850 feet (1999) The river crossing pipe is wrapped in insulation and tin, and Bob Richards, the previous Water Superintendent informed current staff that the pipe material was standard steel which has a life of 50-plus years. Therefore, the bridge crossing pipe was not included in the two projects adjacent to the bridge. As luck would have it two weeks after the 1999 project was completed, the bridge crossing pipe started leal<ing and during the repair it was discovered that the pipe was unlined, thin-walled, steel pipe that needs to be totally replaced. The pipe should be replaced prior to spring 2000, when the road is scheduled to be paved. Budget/Cost Cost $14,860 Unencumbered Crystal water line replacement budget $100,00-plus Recommendation: Staff recommends approval of this bridge crossing project to be funded by the unencumbered $100,000-plus. BL/lb Attachment 2-1 ROCKY MOUNTAIN CONSULTANTS, INC. gmc November 5, 1999 437 South St. Vrain Estes Park. CO 80517 (970) 586-2458 Metro (303) 825-8233 Fax (970) 586-2459 Bill Linnane, Public Works Director Town of Estes Park P.O. Box 1200 Estes Park, CO. 80517 RE: Water Line Removal and Replacement Dear Mr. Linnane: The Town of Estes Park Water Department has asked Rocky Mountain Consultants, Inc. (RMC) to analyze the condition of a 12" water main that extends beneath the bridge on James Mcintyre Road just south of Ponderosa Lodge. A site inspection was conducted with a representative of RMC and Ed Kitchen of Kitchen & Company Excavators on October 28, 1999. We determined that the water line needs replacing due to leaks within the old section of line and the deteriorating condition of the easing surrounding the line. The main has been replaced previously on both sides of the bridge to the existing abutments leaving the section of old pipe below the bridge. The following are Rocky Mountain Consultants recommendations : 1. Removal of all the old steel pipe and casing. 2. Replace the old pipe with approximately 30 L.F. of Ductile Iron Pipe with fittings to make connections at each end. 3. Installation of 32 L.F. of 24" Steel Casing, 3/8" thick with insulators to support the water pipe within the easing and end seals on each end. 4. The easing will be filled with blown in fiberglass insulation to protect the new line from sub degree temperatures. 5. During construction a 3" fire hose shall provide temporary water supply. 6. While work is being conducted there will be a minimal inconvenience to local residents. 7. The Town is asked to paint the easing after installation. The total estimated cost without painting is $14,860.00. If you have any questions, please do not hesitate to contact us. ~001<9 MOJâ€¢IG*41&156NSULTANTS, INC. 6/Ross W. Stephen y Landscape Architect RWS/mas CIVIL AND ENVIROMENTAL ENGINEERING â€¢ PLANNING 2-2 -1.-1.' V. O. AWL .0 - '1.1 . n.a. 0,V I V W . 1 WV =VV~ I . Kitchen & Compiny Excavaton 1901 Fish Creek Read Estes Park, CO 80517 (970) 586-2091 Flix (970 ) 586-5706 1. November 2,1999 To: Rocky Mountâ€¢in Consultants Attention: Ress From: Ed Kitchen Re: Sleeving 12" water main under bridge near 1750 Fall River Rd. Furnish and Install: 1. 32 L. F. of24" Steel Casing, 3/8" wall thickness, with 4 Insulators to support the Water Pipe in the center of the Casing and 2 End Seals 2. Approximately 30 L. F. of 12 " Ductile Iron Pipe with fittings, as necessary, to makc connections on each end 3. Install a 3" Fire Hose as a temporary supply during construction. We supply the Hose. Town supplies any Special Fittings that may be needed. Town to maintain Temporary Line. 4. Fin Casing void with Blown in Fibergiass Insulalion. 5. Town to paint the easing. Total $14,860.00 2-3 . ..AD.........MING.0. RECORD OF PROCEEDINGS Public Works Committee June 17,1999 Committee: Chairman Baudek, Trustees Barker and Jeffrey Attending: Chairman Baudek Also Attending: Assistant Town Administrator Repola, Public Works Director Linnane, Water Supt. Goehring, Clerk O'Connor Absent Trustees Barker and Jeffrey Chairman Baudek called the meeting to order at 8:05 a.m. 1999 WATER LOOPING PROJECT - REQUEST AUTHORIZATION TO AWARD BID. The Committee reviewed a vicinity map and Director Linnane outlined the following Water Line Replacement Projects: At Fresco Subdivision Fall River Prospect Mountain/Hwy. 7 Interconnect Director Linnane noted that an incorrect budget figure was reported during the Public Works Committee meeting in April, and that the correct budget amount is $600,000.00. Bids were received June 14th, and low bids are summarized below: LOCATION COMPANY BID AMOUNT Al Fresco Subdivision Kitchen Co. S213,298.00 Fall River Weinland Const. 48,907.00 Prospect Mtn./Hwy. 7 Weinland Const. 164,030.45 Total Cost $426,235.45, Both construction companies have a good reputation with the Town. Construction of the Fall River line is to begin at the end of September to accommodate the adjacent commercial property. All other construction is scheduled to begin in August, with asphalt work to be completed by November. An additional $20,000 was budgeted in the Water Fund for the Annual Fire Dept. Hydrant Upgrade Project. This project has yet to be determined by the Fire Dept., however, it will be coordinated to be performed by either construction company. This $20,000 has not been included in the cost summary above. Therefore, the project cost is $426,235.45 plus $20,000 = $446,235.45. The budgeted amount is $580,000 + $20,000 = $600,000.00. The Committee recommends the bids as identified above be accepted, with the $20,000 Fire Dept. Project to be negotiated and performed by either construction company, 1998 WATER LOOPING PROJECT - REQUEST APPROVAL OF CHANGE ORDER. The 1998 Water Looping Project replaced a water line adjacent to Chapin Lane in the Spring of 1999. The disturbed ground along the new line allowed the ground water to travel along the water line causing the water to surface adjacent to a downstream property owner, thus entering the structure's crawl space. To mitigate this problem, the Water Dept. contracted with Kitchen Co. and installed three clay dikes to intercept and 2-4 /fÂ» Fl 1) 190 11- I . \ 3,32545.,/ "--' 444. U-/-- -Al 0 1 $. 1 1 .J'.7 1 c. / / fl / 1 /1 1 1/7) /0 -3 (\1,1 4. f.- 2-K 7.V..27 f / 1 U 4g Ag ././ ed ---- --- ( 42 004 - j 0 '\A < \ 1 /1 1 h. .. 8 i - 4 0/8 3 â€¢ 1 ---11 54\743 1 1 -- Ir, J \'Vl i.*--4 J - - 1 1 /h 1/0 / / *\ . I rli ..- Â»4 1/ f .<' \\ le , I. ./'i * \ h. < ' .*Yz.4:' I.: + . le - I Fi 12 - 4. IT / /4 6 *22 10. 44 /9 ) f Â© U e / i . -- hh- C 1 1/ 3 . 0 .... 9./. A /&, 1 /4/2 \N /% 41.2 9/ \ /7/ . ff -&Â·0* _,C:-1--3-*- j '6 \ 4 V AL-- , /1..43.*- " . /95 441 Â£42' o I . ~'$0 r-th / / \' L - /1/. , ' f.-4 -5 0~ *#-f i , wÂ» . f 1 4 i / -1./: :29 / Â¥ , 4 2 /.// , 1 - \ ... /1 1 1 A 1 0 1// / 11 4.6 /7 g // / / t. J .../.,C''R/,3~f/ //~j . // ..1L CI ,1 11 3 \/11 Luj // j/1 1 1 ; // 437/0 '. t 2-5 ,, /1 In.t.]led INTER-OFFICE MEMORANDUM November 10, 1999 TO: BILL LINNANE FROM: BOB GOEHRING SUBJECT: Water Dispenser Relocation BACKGROUND: Currently the Water department maintains a water dispensing system located next to the Parks Department shop on Big Thompson Avenue. The dispenser is for public use. It sells water either by coin operation or by timer operation. The building that houses the dispenser is a very small block building approximately 3 ft. by 3 ft. by 3 ft. The standpipe runs along the wall and sticks out near the entrance to the shop. During the summer this creates a hazard for their employees when the trucks back in to use the dispenser. In the winter, spillage and equipment malfunctioning creates icing problems in the parking lot. The Town's Safety Team inspected the dispenser after a recent injury and recommended that the building be moved and enlarged. SCOPE: We propose to relocate the water dispenser to Stanley Park (see attachment). This site was chosen because ofwater availability and adequate drainage and is centrally located. The dispenser would have a one way access northbound paralleling 4th Street. The new dispenser will utilize coin operation and a credit card system for dispensing water in lieu o f timer dispensing. Additional lighting will be provided for the dispensers 24-hour operation and should help illuminate the Senior Center's auxiliary parking lot. The senior center requested room for an additional driveway entrance to their auxiliary parking lot COSTS: The Water Department will do the project in house. 7'6"L x 5'6"W x 8'0"H Insulated, 12 Gauge Steel, Pre wired Structure $4,389.00 Concrete Pad $250.00 Fencing $500.00 Electrical Permit and fees $850.00 1 14" Gravel $500.00 3/1" Roadbase $800.00 Magnesium Chloride $300.00 Piping Materials $2,000.00 Total $9,589.00 $10,000 was budgeted in 503-7000-580-32-22 to relocate the dispenser. 3-1 g-E . . t 1 1 i : 4 i j 1 . h.% , , -- N - I .. h ' \ I k. 1 1 .24- //1// Z - n .<1 11 ,-r 1 - 0 \ 1 I // Â»e\\ pÂ·, U !1 ; 1, \\' -*02 4 \ i \ <hi \\ $\ 7 -3 4 - 44.- 4 V) .., i \ 9 . . :,/ .... X< MJed Xeluels | HWY 36 ~ D Museum f Senior Center |F?suedsia pesodoldi 88X08 11001 Haz~Stor. Â® Writing The Book On Hazardous Materials Storage. ---- ---- --r-- 1 9-- 1,1 1.16?- 777,11 7 --=14 .G :i*â„¢ di'i:2,' ~ -2...0 Ii"â‚¬59,1 -- ....'./ -131'.26. 4, -- - r- r- - -0 1/8 l -ill./ 4 1 1 1 1 7, I. 471 -,419*14 1 ~ - -- - - 111Â» - 101 f M .* 1 .LI C ir / / r . , a -- I / 4â‚¬7.r... Â£245'B' irkÂ·+ 1123....... > 4204 -- /2/0, VI ": t.5. 6,1/4 449~93 .' 94.' 161 ' --- Ylf .0,44'.Ake e -,r, 2:0011916# WEâ€¢ I / 1 .4â€¢ .i: .â€¢:â€¢4 Cial - - ~IDE '!~2"Ki!69>L'1.2;Â·.;: ;iy Â·, 05(7 1 1 2 r. P It . . J, %-- - i! r \ I t'*14 , 41 - . 1 4 9-?734*-r ?441â‚¬3-4-.y i. -r,4,.iÂ·Â·.~.Â·,Â· Â·:.-.;..i ~Â®L-t.-14.02#3.42.Â·::Â·22*2.2:!:L~'-~4 26.Â·~ 1 11 4 1 3.2 **di> RK . t.. li <. 4. I tÂ»... I Q This is how the -4.0.-: \\,4 building will look *#; -.-~~-Â«gi-~i~;6T6 g + 0Nfl~2*%0>ft.i@ Â£ PaterÂ«acd Â¥*i,- bet ?A-' *2*- i=#.....9 1~ -1 -1 1 F':;144.....AlÂ·.--<'A.Â·' DZ;1Â£f!a f~m;EJ~1-;U~~~*AS'PEf ,-,---91'#EP#/amgi n~. Â¢09114.4-, . ~Â·,;rkit,-1/ -~ . =PI -Al...1 ....... ~~Â»20:., ~ I les..17,1 . : MA.1 IN. 6 7/7& A 621& "4%34Â· m,81#83,1, .P.. r - I 1 " =. ,,br#,2-::.F-k':PE:,1 -:~00-b "~~..)~t:,. ~ 06*k,'i *it. 1 1-t#fri _+ 4L 11. . - .4 VI 44 1 Ill- 1 4Â·121.-Â·mI-~<----- 1 KI- 1 I r':':':'mia 3-3 -Â· -121P - ~~ fÂ» INTER-OFFICE MEMORANDUM November 2, 1999 TO: Bill Linnane FROM: Dan Speedlin and Tim Rische SUBJECT: Motorola Irrigation Central Control System BACKGROUND: In the past we have had problems with flower beds not getting enough water, turf areas burning due to lack of water, excessive water running off on to sidewalks, and undetected irrigation line breaks. A central control system would provide detailed operational information and allow us to efficiently program all 27 systems from one location. The ICC (irrigation central control) would also come with a weather station that would send information to the central control and have the ability to shut systems down when its raining and adjust start times when temperatures fall below freezing. We chose Motorola because they have a solid track record with Irrigation Central Control systems, they have worked very well with the Water Department, and they have also received good reviews from C.S.U., the City of Fort Collins and Poudre School Districts. BUDGET: We have $30,000 in 1999's budget fhat-we%" - - -- A Ivl 11&Ali year. This would allow us to purchase the basic equipment to get started (Irrigation Central Control, Field Interface Unit, Scorpio RTUs, training and installation) and bring 6 out of 10 systems in the downtown core area on line. We would also like to ask the committee to allow us to transfer $12,500 from the ear-marked money that was to be used for renovation of the Bureau irrigation system to finish the last 4 sites in the downtown core area. Both of these line items are in the Conservation Trust Fund budget. (The irrigation renovation has had to be postponed in 1999 because of construction of the substation addition. The total budget for the renovation is $15,000. We would like to use $12,500 for the SCADA and add $2500 to the Bureau project to finish the irrigation design.) 4-1 RECOMMENDATION: The cost of initial start-up equipment and bringing 6 systems on line is $29,996. Our recommendation is to use the additional funds from the Bureau project this will add $12,482 for a total of $42,478. In the next 2 to 3 years it will cost an estimated $60,000 to complete the SCADA project and bring all systems on line. 4-2 4-2 - ---- ---....=I= 8 5 3 3 itt 3 B * 355*15 14: ~13,2. A '.1.'" WI:p Â® - **88*4149; f& E E * 3&~ 42; 25 f 121 2 g il?Â¥ 3* A.g 9 M E EEv 40 - &1# f & 1 S ii 0 0i E > 71+ 26 :2 9Â«k 1% El a I 0 -1 H *F H i 2-2 9*r E h ~- % ~ 2Â·N t:.53 Ill 3 f fi F EÂ· m 0.5 % 23 6% ES 08 3Â¥2 2 NE: m 0 8 0 @~ 9 0 019 af- 20 0 16Â·2- C :2-% 02 2 a-22 2 U' u t- aL .0- 2-0 f c: i ifi /08 ea g 8-m 2 5 0 :11 >-OC - 04 . 2 2 4-3 Â·steAM Jeluotsno & .Ded 994 jo PUB ']JOSOJOIIN '838/A.lepUOM 'uoi)!IN 'eloJO}OIN Aq pei ewnoop g!41 ul41!M jou seop sweids u0!Wolunwwooalel pele,801UI 'SJoleJ 000 eke u!41!M peOUGJ Design and engine Information contained in 0Â·lis proposal may not be shared with any person or agency not directly associated with the addressee wthout ele express written consert of Integrated Telecommunication Systems Inc. i :i* %49Â·49)1 .304.0 4040.**** 4 *#iliÂ¥461,%*Ia Je.Inpeln Jele' 4oes Aq peJOUO AllueJJnO S! 4}l.lolu Jed *or/L- 1 jo ele.I elll W aouetect Pledun 84} UO IS 1 1 41'Â·twA el eXed me sao!OAlll Â·uo!1*Idwoo uodn %02 Pue 'AJ@Allep UO odn 969â‚¬ e suum lueu,Xed~ legrafed Telecommunication Systems Inc. Customer: Tow rk, Colorado Â·idieoat uodn Jewoisno elll Jo Alledoid sewooeq luawd!.nb@ Irv~ Project: Irrigatio ystem Â·dep C ) AXIS JOJ PlieA G! uolimonb s!41~ ct #: 8849 Notes: 888888 R==2*8 --Â©r-co. O= **SS.4- . 8888888 26.mmme Wryis-Ull 11 19 19 19 11 11 i 0060000 8888888 8 FE/NEN@ It /1 UNESS-0 * - -1,1 2 CC 8888888 18 22 4 *%*S . 3 $-00..fll duwful- i &- C i 22 iii 0. .&2 3 5 EX ii4ii 218: AS838 4 I--.1.1- 0 (D IZII-lu 2 '4 E 2 2 22:80== E ; 8888Â§33 : 32=s a> -55 - 1 25 5% - 11 1:Â§ 0 2 - Z -0 59: . 8 0 lit 2 :53 B C '#agE2 A : 8 a c 6.. N 1 1 2228 & E 4-4 -Re'!lit Jewow,3 : ened 1 Item I Qty I 1 Type I Description Unit Price | Extended Disc % |Unit Price I Extended ~ Motorola Irrigahon Central Control Sommare for Windows (up to 9 Irrinets) 32,778.00 $2,996.00 ~ Design and engineering informaion contained in hs proposal may riot be shared with any person or agency not drecey associated with the addresses without the express wlitten consent of Integated Telecomryâ€ž/ication Systems Inc. a suitabli computer for exclusivo use with the Motorola Irrigation Central Control softw~e. Speclficatio s for he putor cin b â€¢upplied upon request from the piled with this quote supports up to 9 remote Irrinets. A futuro upgradito this softwari I remote Irrinets al required ai well as nitw rk ed above has bion quoted with all necessary hardware fort he field unlt, including surge protection and stainless i eel encl ures. tern ia o quoted including softwari Installa on confiourNti t sto mer comouter. as well as extensive Customer setup training on the operall n of the software specifical v to the Customer's c opâ€¢ratl~n, actual installation of field remotes. All field units are pedis tai mount units C ee attached ScorploEnclosure.Ipo picture file for *amp e) and require a concrete pad or equivalent. Scorpio . de s; ste:i ~~ ~ :; -~ rd: *~t enclos~ ./ surge p Irrigation Field Interface Unit Customer: Town of Estes Park, Colorado uoile6ull :Defold ct #: 8849 7~;95~;cl Telecom nunication Sys . TOWN ofESTES PARK Inter-Office Memorandum November 12,1999 TO: Public Works Committee FROM: Bill Linnane ~,O~~ SUBJECT: Highway 34/36 Project bids Background: The following bids were received for the Highway 34/36 Roadway Project: Flat Iron Construction $1,491,508 Mountain Construction 1,698,642 ASI 1,863,748 Duckles Construction 1,712,837 Kiewit 2,082,154 CDOT is requiring that $56,200 be added to the low bid for a force account, which is an account to be used for field-decided change orders. Therefore, Flat Iron Construction is the low bidder at $1,491,508 plus $56,200, for a total of $1,547,708. The budget is $1,560,000. Unfortunately, the utilities that need to be relocated are not included in the bid and those costs are estimated at $115,925. Cost: Flat Iron Construction bid $1,547,708 Utilities 115.925 Total: $1,663,633 Budget: $1,560,000 For your information, the CDOT grant is $1,117,000. Recommendation: The budget is adequate to accommodate the Flat Iron bid of $1,547,708. The budget will need to be adjusted to accommodate the $115,925 utilities cost and any change orders exceeding the $56,200 force account. BL/lb 5-1 .4 TOWN OF ESTES PARK PUBLIC WORKS DEPARTMENT CITIZEN SERVICE RESPONSE REPORT OCTOBER, 1999 CODE TYPE OF CALL NO. OF CALLS HOURS 11 BLEEDER MAINTENANCE 0.00 0.00 12 UTILITY LOCATION 104.00 101.00 15 SERVICE LINE INSPECTION 0.00 0.00 16 TAP REQUEST 1.00 2.00 17 WATER QUALITY 4.00 4.00 20 PRESSURE PROBLEMS 1.00 1.00 22 FROZEN LINESR/t- 2 2 -'*'- ~*-* :I'*' '=.~~,Â·>~ <..Â¥00: 1.-- ..-:, -,Â·*~~ f 't.8.-001 23/24 LINE BREAKS: MAIN/SERVICE 6.00 15.00 30 METER REPAIR 11.00 15.00 32 FINAL INSPECTION 0.00 0.00 40 CONSTRUCTION RELATED 2,00 7.00 50 STREET REPAIR 2.00 5.00 51 SNOW REMOVAL 0.00 0-00 52 STREET SWEEPING 1.00 1.00 53 SIGN REQUESTS AND REPAIR ~ 2.00 2.00 54 STORM DRAINAGE 1.00 6.00 60 OTHER 11.00 13.00 TOTALS: OCTOBER, 1999 146.00 172.00 HISTORICAL DATA THIS MONTH LAST MONTH LAST YEAR TOTAL CALLS 146.00 257.00 169.00 TOTAL MAN HOURS 172.00 258.00 266.75 %CHANGE(CALLS/MHS) -50.17%/-51.34% -12.29%/-26.81% -13.61%/-35.52%