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HomeMy WebLinkAboutAddenda - BID - 5958 EAST PROSPECT ROAD IMPROVMENTSProtect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM NO.1 REF. NO. CONTRACT ITEM UNIT QUA. UNIT PRICE COST 201 CLEARING AND GRUBBING LS 1. $ 2 202 REMOVAL OF OBSTRUCTIONS LS 1. $ 3 202 REMOVAL OF INLETS EACH 1. $ 4 202 REMOVAL OF BUILDING STRUCTURE LS 1. $ 5 202 REMOVAL OF PIPE LF 1,997.0 $ 6 202 REMOVAL OF ASPHALT PAVEMENT SY 16,882,0 $ 7 202 ASPHALT MILLING 0INCH TO 3 INCH SY 1,302. $ 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788.00 $ 9 202 REMOVAL OF BUCK & RAIL FENCE STOCKPILE LF 1,857. $ 10 202 REMOVAL OF 2-RAIL FENCE STOCKPILE LF 330. $ Il 202 REMOVAL OF MANHOLE EACH 1. $ 12 202 REMOVE TREES EACH 37. $ 13 202 REMOVE AIR VAC EACH 2. $ 14 202 REMOVE OF SIDEWALK SY 26. $ 15 202 REMOVE CURB & GUTTER LF 34. $ 16 202 PLUG CULVERT EACH 2. $ 17 202 PLUG PIPE EACH 1. $ 18 203 UNCLASSIFIED EXCAVATION CY 32 808. $ 19 203 EMBANKMENT CY 49,923.001 $ 20 203 MUCK EXCAVATION AS DIRECTED BY THE ENGINEER CY 250.00 Is 21 203 DOZING AS DIRECTED BY ENGINEER HOUR 40. $ 22 203 POTHOLING HOUR 32. $ 23 206 STRUCTURE EXCAVATION CY 2,162.00 $ 24 206 STRUCTURE BACKFILL CLASS 1 CY 627. $ 25 206 STRUCTURE BACKFILL CLASS 2 CY 92.0 $ 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627. $ 27 206 TYPE ❑ BEDDING CY 350.0 $ 28 206 FILTER MATERIAL, CLASS A CY 410. $ 29 207 STOCKPILE TOPSOIL CY 11,436. $ 30 207 TOPSOIL CY 13,619. 1 $ 31 207 SOIL PREPARATIONTINE GRADING - ACRE 12.4 $ 32 208 SILT FENCE LF 9,216. $ 33 208 CONCRETE WASHOUT STRUCTURE EACH 1.0 $ 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2.0 $ 35 208 INLET PROTECTION EACH 9. $ 36 - 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1.0 $ 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3. S 38 210 ADJUST BOXELDER MANHOLE EACH 1 5.0 $ Page 1 of 5 Proiect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM REF. NO. CONTRACT ITEM UNIT QUA. UNIT PRICE COST TOTALS $ Page 5 of 5 (btlinistrative Serviees Purcilasing MVIS41it ADDENDUM No. 2 City of Fort Collins SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5958 East Prospect Road Improvement OPENING DATE: 3:00 P.M. (Our Clock) February 22, 2006 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Please find the list of prebid attendees attached. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BIDIQUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • r' Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.keov.com CJ ATTENDANCE RECORD PRE®ID CONFERENCE Pr*ct: 6966 East Prospsat Road htprovatnmt Um. "O P.M.Daok Febta ry 22, 2WO PRINT NAME PRINT F9RM NAME AWREW iSLEPHONE FAX #E-MAIL ADDRESS JtlP ?`cA!•�4nr' CFJ�C n�tacrf�gTng a%SNIi%JRSe�- �,�%'f77i .�'1oi07 / �1 1i�tphS✓�+`��cuCd-y,Co-.y .(/f �k S�In S�ti'f-tG ZD% S.M!!%✓i✓h Y87_fg ZZ yB7-636g �rrr l!Ci61. ,4c,Cery �J�-�A2+�L2... �y.�r rvii,ti:F'.f f�-+ t'=...o t-,L�4� �n . t:�''-��i.'ro='•�i >`1�`� -T� ,, ATTENDANCE RECORD FRIEND CONFERENCE Project: 6968 Eaat Proapeot Road Irrprove.nmt Thne: 3:00 P.MDate: Fabnmy 22, 2000 PRINT MAME PRINT ADDRESS irELEP14ONE FAX #E-MAIL ADDRESS FIRM NAME av, �-O-m'ii�l�F CtclscleOt- r ''(('� ��// SCARE VGL6 ARgrxKoc UtiA.ina:f { 'S kf'RAfrp Vc'N'tE• T.NC. 1N�sr :'fr6'rtuiyr 4v ENucetlVo•0 CO 8611"it 301 St'1-Y6YS SOS C4091$J r, Jkoll 04tltinC.Cph j ��tl! y3os F .t�f.. kd •1' 9rl0. 223.3117 �s#7, Zz3, 3!S! J'"t..nn.stt 0�+h � u,..gas•..,c tit i7V'l i 5 C.arrvc-S P a- 6oX i;;L5$- 9iD - �{�$ ' 470 - S�FViG�S +aerl!%.erg �eN� C.o 36301- tj6`d ' W eP45 '�irr_�:� =�1 •�✓�f erlAn /�aclsq rf1L- C24Sc_ q-m -- Kaq GGf�19ry Fri(JrtMf / ` co fi'S r f7N�Cl�@1eiv+s+e[:.,c..cw �c per, 9 U ATTENDANCE RECORD PREBID CONFERENCE Project: 6868 East Prospect Road Improvemeni Time: 3:00 P.M.Date: Fetnuary 22, WOO Lnr"e - PRINT PRINT ADDRESS TELEPHONE FAX #E-MAIL ADDRESS NAME FIRM NAME rCiY /`1 laK6f/L4w OAn. /fENni Cis? 7.r . �T �ou�s c� �6 f�i� /// s yc.Vscvfri98.;rre- s i S * e /1, Stele L&& m� ;gA6, IV 7,t,Wi .6 l? ;0 *-SVVZ keWv. sierde e -xr- �-mask 0 O CoWlrs 3 31,E 2ZS•3i`It -_` /\ �Ja I!;..., Ob CaI PJ'IY� l.. U.I'M.' j .%•'YV.r� Jr yam' �t�o� MCMr><rren M�nTollin�IST�4t�i Po. 480(9%fl c�j�,_�ss-�It,i ��s-Z��S c{�ct�nat�C�.earri�t,+�kne p�a}�Bvoilx Sl le CL- £70 i 54rcua.�..3 77 Bojr t t l �+ Cows v e�"' S Stuff a$ _ tF 1ipL � CA� Z? AdynjaiArstjseS(Frvjc s MONSOON ru c a , t ;, I xlyl"n ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5958 East Prospect Road Improvement OPENING DATE: 3:00 P.M. (Our Clock) February 22, 2006 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. PLAN SET Revision to sheet GN-109A Note 1, under the Temporary Pavement Phase 1 section, shall be revised. The binder shall be 58-28. Temporary Pavement shall be measured and paid for as Bid Item 63, 403 HBP (Grading SG) (100) (58-28). (See attached revision to sheet GN-109A). Revision to sheet UT-124 The proposed sewer line concrete encasement has been added to this drawing for clarity. HDPE fittings shall be SDR 11. A call —outs for the steel casing was revised on the plan view. (See attached revision to sheet UT-124). Revision to sheet UT-128, GN -111 Proposed storm pipe crossings have been added for clarity to this sheet. Concrete encasement of sewer line is required on crossings of Storm System E, and Storm System B-1. The quantity for Item 78, 601 Concrete Encasement (Special) shall be increased to 198 LF. (See attached revision to sheet UT-128, and GN-111). Revision to sheet UT 130 UT-130 has been revised to include the alternative of a "Single Butt Weld" type joint in the field fabrication of the 24" steel pipe. (See attached revision to sheet UT-130). Revision to sheet UT 131 Revised the size of the steel reinforcement as follows: ■ All # 3 bar shall be increase to # 4 ■ All # 4 bar shall be increased to # 5 ■ All # 5 bar shall be increased to # 6 (See attached revision to sheet UT 131). Revision to sheet ST-205C Geotextile Filter Fabric as shown in the structure drawings will not be measured and paid for separately, but shall be included in the cost of Bid Item 68, 506 Grouted Riprap (24 Inch). Revision to sheet RD-304, RD —305, and RD-309 Delete the Driveway 3 as shown and locate the new Driveway 3 at CL station 62+42 (See revised sheets RD-304, RD-305, and RD-309) 215 North Mason Street - 20" Floor - P.O. Box 580 - Fort Collins, CO 80522-0580 - (970) 221-6775 - Fax (970) 221-6707 www.rceov.com Revision to sheet LS-558, and sheet GN-111 Delete note 5 as written and replace with: 10 Populus angustifolia and 8 Salix amygdaloides trees shall be placed on the Behnke property as directed by the Engineer. The total bid quantity for Item 56, 214 Deciduous Trees (2 Inch) shall be revised to 48. (See attached revision to sheets LS-558 and GN-111) Revision to sheet DT-606 Clarification was made to the Pond Slope Detail. The 1 1/2" Filter material shall be CDOT Class A. (See revised sheets DT-606) PROJECT DOCUMENTS AND SPECIFICATIONS Revision to Contract Documents — Bid Form Delete: Bid Form Replace with: Revised Bid Form containing modifications to Item 56, and Item 78. See attached REVISED Bid Forms. Please direct any questions regarding this addendum to John D. Stephen CPPO, CPPB, Senior Buyer, (970) 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. ZD A11NDp1��T R,Yi AGM,- �iY S.V Y A� ]��1111VSAp OSIM0 R WAY A� �] EAST PRDSPECT ROAD CROSS SECTION L STA. 34a35.13 TO STA 43+00• 8 g TEMPORARY PAVEMENT PHASE 1 sa ( � ¢ie. P1 m sA Ix+zvn B� �� IEYPEMBf (PAVDIE1)1 B BE MEASURED AN PAD MR;) ti_ IIEY W NBP (IiVUWC SG)(IW)(PB SB-m JI N9g; STA. 73+24.39 TO STA. 73+59.88 g 2- MILL & OVERLAY. REFERENCE DWG. DM-120 FOR UNITS. 38aaa ,�8�6313 FlQ1Mc RO,B.AY mID11K u6MIR YM6 5>.91' YOfMIS V.VRI W JS>r' A ,q W61' sy A li1q�' pIAG�tp 1�01 DPW � B I= b W Y YLL. UVIAY NSIR4 .,MllMi A• A9C. pFR B $$`��j AHL G® AIO WIIQ (1P.) �O A.As6 EAST PROSPECT ROAD CROSS SECTION (wrso�a �' m-Am air w a• o�ma a�:d wRr wuAs nMDNRP aEGU ars Ma nus w8� STA. 72+17.56 TO STA. 73+24,39 8LL3 og8 AS YWU �VRIIYMVWII' ldl 1.800-922-1987 ozO'2o7 .rffiAa-:: BE. o e ,n D Bcr G � GN- N-109A 3�3t �•� I No Text ! IxY19 )1 Li E f,owa9 � Is¢ 9nlx SIQf ur-Is);;: (s¢ xw[ y f.. k 19919.74 L YI9tli]� M 7 m nalxc-. ,r uvc 9nn rdrE •vl-. i pun m wrt ,. x ka s) 1, PHgrt aimxc ie' wrc fir. mrt rreseoswm i.: m 96TNL xn ma COlIIEmW �' Project: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEOM REF. NO. CONTRACT ITEM UNIT QUA. UNIT PRICE COST 39 210 MODIFY BOXELDER MANHOLE EACH 3. $ 40 210 RELOCATE SIGN EACH 2.0 $ 41 210 RELOCATE MAILBOX EACH 1.0 $ 42 210 RESET BARB WIRE FENCE LF 1,567.00 $ 43 210 RESET BUCK & RAIL FENCE LF 1,010.00 $ 44 210 RESET GATE EACH 4.0 $ 45 210 IRRIGATION REPAIR BEHNKE LS 1.0 $ 46 212 SEEDING SEED MIX A ACRE 4.70 $ 47 212 SEEDING SEED MIX B ACRE 5.5 $ 48 212 SEEDING SEED MIX C ACRE 1.23 $ 49 212 SEEDING SEED MIX D ACRE 0.2 $ 50 213 MULCH(WEED FREE HAY ACRE 11.51 $ 51 213 MULCH(WOOD CHIP SF 230.0 $ 52 213 HYDRO MULCH ACRE 0.2 $ 53 213 MULCH TACKIFIER LB 2,302.00 $ 54 213 WEED BARRIER SF 230. $ 55 20 STEEL EDGING LF 40,0 $ 57 214 SHRUBS 10 CU. IN. EACH 170. $ 58 214 SHRUBS CUTTINGS EACH 301.0 $ 59 215 TRANSPLANT CONIFEROUS TREE 8 FOOT) EACH 1 1.0 $ 60 304 AGGREGATE BASE COURSE CLASS 6 TON 7,769.00 $ 61 304 RECYCLED ASPHALT CY 265.0 $ 62 403 HOT BITUMINOUS PAVEMENT GRADING S 100 PG 64-28 TON 3,552.0 $ 63 403 HOT BITUMINOUS PAVEMENT GRADING SG 100 PG 58-28 TON 5,532.00 $ 64 412 CONCRETE PAVEMENT 6 INCH COLORED YOSEMITE BROWN SY 155.0 $ 65 501 SHEET PILE SF 520.0 $ 66 503 DRILLED CAISSON 30 INCH LF 554.0 $ 67 504 STONE VENEER SF 795.0 $ 68. 506 GROUTED RIPRAP TYPE H 24-INCH CY 1,150.0 $ 69 506 RIPRAP TYPE M 12-INCH CY 9. $ 70 506 RIPRAP TYPE L 9-INCH CY 2.0 $ 71 506 RIPRAP TYPE VL 6-INCH CY 5.0 $ 72 506 GROUTED BOULDERS CY 330. $ 73 506 RIPRAP SPECIAL) (12-INCH) CY 738.0 $ 74 514 PIPE RAILING (ANODIZED ALUMINUM) LF 178.0 $ 75 515 WATERPROOFING(MEMBRANE) Sy 780.0 $ 76 601 ICONCRETE CLASS D BRIDGE CY 599. $ Page 2 of 5 N I . CONDICT PROPERTY SCHAFER PROPERTY IJ Ir .1 gin mgm W, WOR FA & w0wom aI 800 87 KEY UT-128 w .;6yQY. r4 �i ewau at.+waenr �_wR r u e.. w.•.cw Ea w x��r. •` n<rw r•mvrmrr '�'" ayo II I� 1w r m.r•—V 1 --l.�j rya •M.arryww w•-r tw�unn n mw+o rc.0 � r-.um r.® w .m 'vrau.m ®isnp i� ®rww-.s r.rr. !f � ' a 4 9,d f; Rpii fig8 � ` Ea io is �: �s o� O� FW p~2 Z O� Fwa 2g weir 020-207 i /' l n e. on l ✓ —r 1 8Q 9221987 - UT-130 x im A a n PIRIT MP IL, iff".1110 Ply o� R IP. \. 1.1L'IYYW WA4 N.�P A IIAAf .1 I..1 M 9N[ W.,iK P.�GL W11W. CWR CI! tlPl A IO69[OM IMIBY TNP YWPL >tPI ME1R LLWIpIfW[PIX 6WLL I0Wl1Yp FIPS-X 1'/H. An I CONCNETE ENCdE6118NT DnML I Aw J M].tl M NSA e®7fii�� 00m0�0 ®mom©m r.AW alP.m We. tour wmlmwwr Iwo 00 oor ImEw: mol rrml P M9PPPIM1 A [6PI4O1 AAI>f NMX CONM= Vt tlO MS f Pia y1. BSX,g v(en ea .Aer In port w mnMUT 2 M�alntl.lYJ .nbr emLllsn 61frrt 4en 11s. unYY �- EwIYnM � Nm. pvlbly W4iIC~IIM.�i1 dada a UT-131 z T' C/�rY ff 2 n r t � IN0101p M' fiW _ � fiE11M.pEfi1E _ g_ a v� .n. ...� .. n. 1-.. ...—...,.. . o. L..I AIL : M7 d # MIN7 7- .. ... _ �..IT a. a% aria l EAST PROSPECT ROAD am M.. 23'TT. p®y� F6CE PIOV'f6m LUE avL rtx2 Y t.... P11CPoYp fi' KMK/:t C • G (MF 2 SHCIgN IB G All) CENTERLINE PROFILE _ STA. S4+0D TO STA so 50 NOTES: 1. REFER TO DWG. GN-1D6 FOR HORIZONTAL CURVE INFORMATION. 2. STATION OFFSETS ARE FROM CENTERUNE UNLESS NOTED. 3. REFER TO UTILITY PLANS FOR RELOCATIONS. 4. REFER TO LANDSCAPE PLANS FOR MEDIAN TREATMENT. R WVRI fi0i Er -A 8oi ��BIIAG.C¢t•IIN ;- 1 8004 22-1987 g 8 020-207 RD-304 zx.n�xr fig No Text srclax w MW. J. I 4W." EOBK!u RESP 4 S�D WRE �E r R.O.W. MVEAIEw 14 e, PLAN —DRIVEWAY #3 nu 4"o 7MPMED GRADE (TY] 4905 4q co 49M ,:-2 _00% w a m, 4890 — — — — — — — — x ;ROUND. (TYP.) 4855 OSI ELUATMW —EX G IOLVA74DN oD PR t4BW t I I +DO I Z+OD 1-8M92ZI987 f N I E 21RRDLffi 4' W PLAN —DRIVEWAY 04 09 8 GROUND FDOVING E)ciSTING uv VN Typ) FROPOSED ELEVATOI OYP.) 11+00 lxa �Illrdff m RD-309 ?4 Im I Cvxa::.ca LEGEND .. .. . ... .... . -mTING TftEslo RNAA, AND 8[ Z)C) 14100-MI997 ' Xwffim rw Rtliv Zsw++e+awamamNOCaswa jmwwusam+cmcim I IA 7F . .... Z7 LS-558 lot NM 4 RAKE ~M uKalml Ywawlz rYw M wN WMWAX WUI IOIQWW m N wYf mm mn "%W m MM) war roar t. YNAXipQm K Y6wIL0 MTw �Tm w Y. JXM rViW� NA,M darns r we'wx C'R %1'� CONCRETE PAVEMENT DETAIL (�) BICYCLE RACK DETAIL 1/2" 0 (2" W 0) all llRV:E M - WX 3"m o BOLT - VP DUCK ASSEMBLY dIM, x S. WN 0 7-'� I. A �K �NLY BUICK & PAIL ELEVATION NLK3/AL Fh�T.�RT 9" ZK KA� M� �I� te/ 4. W�m WN AN� 2'. All axon M X UxmGM Crow. (�),P NO SLOPE DETAIL ('I—'vBUCK AND RAIL FENCE DETAIL �L a2O-207 I -800- MM87 DT-606 II 00 ADDENDUM I REVISED BID SCHEDULE Protect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06. ADDENDUM #1 Bid Tab Engineers Estimate ITEOM REF. NO. CONTRACT ITEM UNIT EST. QUA1 UNIT PRICE COST 201 CLEARING AND GRUBBING LS 1.00$ 2 202 REMOVAL OF OBSTRUCTIONS LS 1.00 $ 3 202 REMOVAL OF INLETS EACH 1.00$ 4 202 REMOVAL OF BUILDING STRUCTURE LS 1.00 $ 5 202 REMOVAL OF PIPE LF 1997.00 $ 6 202 REMOVAL OF ASPHALT PAVEMENT SY 17,802.00 $ 7 202 ASPHALT MILLING 0INCH TO 3 INCH SY 1,302.0 $ 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788. $ 9 202 REMOVAL OF BUCK & RAIL FENCE STOCKPILE LF 1,857.0 $ 10 202 REMOVAL OF 2-RAIL FENCE STOCKPILE LF 330.0 $ 11 202 REMOVAL OF MANHOLE EACH 1.00 $ 12 202, REMOVE TREES EACH 37. $ 13 202 REMOVE AIR VAC EACH 2.0 S 14 202 REMOVE OF SIDEWALK SY 26.0 $ 15 202 REMOVE CURB & GUTTER LF 34.0 S 16 202 PLUG CULVERT EACH 2. $ 17 202 PLUG PIPE EACH 1. $ IS 203 UNCLASSIFIED EXCAVATION CY 32 808. $ 19 203 EMBANKMENT CY 48,823.00 $ 20 203 MUCK EXCAVATION AS DIRECTED BY THE ENGINEER CY - 250.0 $ 21 203 DOZING AS DIRECTED BY ENGINEER HOUR 40.0 $ 22 203 POTHOLING HOUR 32. $ 23 206 STRUCTURE EXCAVATION CY 2,162.00 $ 24 206 STRUCTURE BACKFILL CLASS 1 CY 627.0 $ 25 206 STRUCTURE BACKFILL CLASS 2 CY 92.0 $ 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627. $ 27 206 TYPE II BEDDING CY 350,00 $ 28 206 FILTER MATERIAL CLASS A CY 410. $ 29 207 STOCKPILE TOPSOIL CY 11 436.00 $ 30 207 TOPSOIL CY 13 619.00 $ 31 207 SOIL PREPARATIONlFINE GRADING ACRE 12A $ 32 208 SILT FENCE LF 9,216.00 $ 33 208 CONCRETE WASHOUT STRUCTURE EACH 1.00 Is 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2.0 S 35 208 INLET PROTECTION EACH 9.00$ 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1.00 $ 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3.0 $ 38 210 ADJUST BOXELDER MANHOLE EACH 5.00 $ 39 210 MODIFY BOXELDER MANHOLE EACH 3.0 $ Page 1 of 4 ADDENDUM I REVISED BID SCHEDULE Pro eet: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM REF. NO. CONTRACT ITEM UNIT QUA UNIT PRICE COST 40 210 RELOCATE SIGN EACH 2.0 $ 41 210 RELOCATE MAILBOX EACH 1.0 $ 42 210 RESET BARB WIRE FENCE LF 1,567.00 $ 43 210 RESET BUCK & RAIL FENCE LF 1,010.00 $ 44 210 RESET GATE EACH 4. $ 45 210 IRRIGATION REPAIR (BEHNKE) LS 1.0 $ 46 212 SEEDING SEED MIX A ACRE 4.70 $ 47 212 SEEDING SEED MIX B ACRE S.S $ 48 212 SEEDING SEED MIX C ACRE 1.23 $ 49 212 SEEDING SEED MIX D ACRE 0.2 $ 50 213 MULCH WEED FREE HA ACRE 11.51 $ 51 213 MULCH WOOD CHIP SF 230. $ 52 213 HYDRO MULCH ACRE 0.20 $ 53 213 MULCH TACKIFIER LB 1 2,302.00 $ 54 213 WEED BARRIER SF 230.0 $ 213 STEEL EDGING LF 407-27,77M.00 $ M55 EET, .. 57 �, .� .. —s' 214 .��� �, SHRUBS 10 CU. IN. EACH 170. $ 58 214 SHRUBS CUTTINGS EACH 301.0 $ 59 215 TRANSPLANT CONIFEROUS TREE 9 FOOT EACH 1.00 $ 60 304 AGGREGATE BASE COURSE CLASS 6 TON 8,062. $ 61 304 RECYCLED ASPHALT CY 265.0 $ 62 403 HOT BITUMINOUS PAVEMENT GRADING S 100 PG 64-28 TON 3,S52. $ 63 403 HOT BITUMINOUS PAVEMENT GRADING SG 100 PG 58-28 TON 5,750.00 $ 64 412 CONCRETE PAVEMENT 6INCH COLORED YOSEMITE BROWN SY 1 155. $ 65 501 SHEET PILE SF 520.0 $ 66 503 DRILLED CAISSON 30 INCH LF 554.00 $ 67 504 STONE VENEER SF 795. $ 68 506 GROUTED RIPRAP TYPE H 24-INCH CY 1,150.00$ 69 506 RIPRAP TYPE M 12-INCH CY 9.0 $ 70 1 506 RIPRAP TYPE L 9-INCH CY 2.0 $ 71 506 RIPRAP TYPE VL 6-INCH CY 5. $ 72 506 GROUTED BOULDERS CY 330.0 $ 73 506 RIPRAP SPECIAL) (12-INCH) CY 738.00 $ 74 514 PIPE RAILING ANODIZED ALUMINUM LF 179.00$ 75 515 WATERPROOFING MEMBRANE SY 780.0 $ 76 601 CONCRETE CLASS D BRIDGE CY 588.0 $ 77 601 ISTRUCTURAL CONCRETE COATING SY 486. $ . 9 M jl te. g .' Page 2 of 4 Project: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM NO.77 REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 601 STRUCTURAL CONCRETE COATING Sy 486.00 SPQGAL .. 79 602 REINFORCING STEEL LB 15,790.00 $ 80 602 REINFORCING STEEL EPDXY COATED LB 56,428.0 $ 81 603 18 INCH REINFORCED CONCRETE PIPE CIP LF 123. $ 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 326. $ 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3. $ 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 25. $ 85 603 21 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 86.0 $ 86 603 24 INCH REINFORCED CONCRETE PIPE (CIP) LF 17. $ 87 603 - 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 237.0 $ 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4.0 $ 89 603 30 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 486.0 $ 90 603 30 INCH REINFORCED CONCRETE END SECTION EACH 1, $ 91 603 361NCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 367.0 $ 92 603 36 INCH REINFORCED CONCRETE END SECTION EACH 1.0 $ 93 603 14 x 23 ELLIPTICAL RCP CIP LF 77.0 $ 94 603 14 x 23 ELLIPTICAL RCP END SECTION EACH 1.00- S 95 604 INLET SPECIAL INLET 2 EACH 1. $ 96 604 INLET, SPECIAL (INLET 4) EACH 1.0 $ 97 604 AREA INLET IA, WITH GRATE EACH I.0 $ 98 604 AREA INLET 7 WITH GRATE EACH 1. $ 99 604 MANHOLE, 6-FOOT EACH 4.0 $ 100 604 MANHOLE 5-FOOT EACH 3. $ 101 604 MANHOLE, 5-FOOT SPECIAL H PD-10220 EACH I M $ 102 1 604 MANHOLE, 4-FOOT EACH 1.0 $ 103 604 CONCRETE HEADWALL CIP LS 1.0 $ 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL TEMPORARY EACH 0. $ 105 606 BRIDGE RAIL, SPECIAL LF 234. $ 106 607 FENCE, BARBED WIRE WITH METAL POSTS 4-STRAND LF 1,567.0 $ 107 607 FENCE, SINGLE RAIL LF 4939.00 $ 108 1 607 BARBED WIRE GATE, 16-FOOT EACH 1.00 $ 109 608 CONCRETE SIDEWALK 6INCH Sy 26.0 $ 110 608 CONCRETE TRAIL 5 INCH (FIBERMESH) Sy 4,431. $ Ill 608 CONCRETE TRAIL 8 INCH FIBERMESH Sy 71.0 $ 112 608 SIDEWALK RAMP, TYPE 2A Sy 1.0 $ 113 609 CURB AND GUTTER, TYPE 2, SECTION JIB LF 431.0 $ 114 1 609 ICURB AND GUTTER, TYPE 2 SECTION IB LF 5,402.0 $ Page 3 of 5 ADDENDUM I REVISED BID SCHEDULE Pro ect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM NO.79 REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 602 REINFORCING STEEL LB IS 790.00 $ 80 602 REINFORCING STEEL EPDXY COATED LB 56 428.00 $ 81 603 18 INCH REINFORCED CONCRETE PIPE CIP LF 123.0 $ 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 326. $ 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3.0 $ 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 25.0 $ 85 603 21 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 86.0 $ 86 603 24 INCH REINFORCED CONCRETE PIPE CIP LF 17. $ 87 603 24 INCH RUBBERGASKET REINFORCED CONCRETE PIPE CIP LF 237. $ 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4. $ 89 603 30 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 486.00 S 90 603 30 INCH REINFORCED CONCRETE END SECTION EACH 1.0 $ 91 603 36 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 367. $ 92 1 603 36 INCH REINFORCED CONCRETE END SECTION EACH 1.0 $ 93 603 14 x 23 ELLIPTICAL RCP CIP LF 77.0 $ 94 603 14 x 23 ELLIPTICAL RCP END SECTION EACH 1.00 S 95 604 INLET SPECIAL INLET 2 EACH 1.00 S % 604 INLET SPECIAL INLET4 EACH 1. $ 97 604 AREA INLET IA WITH GRATE EACH 1.00 $ 98 1 604 AREA INLET 7 WITH GRATE EACH 1.0 $ 99 604 MANHOLE, 6-FOOT EACH 4. $ 100 604 MANHOLE 5-FOOT EACH 3.00. $ 101 604 MANHOLE 5-FOOT SPECIAL MH PD-10220 EACH 1. $ 102 604 MANHOLE 4-FOOT EACH 1. $ 103 1 604 CONCRETE HEADWALL CIP LS 1.0 $ 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL, TEMPORARY EACH 4. $ 105 606 BRIDGE RAIL, SPECIAL LF 234.0 $ 106 607 FENCE BARBED WIRE WITH METAL POSTS4-STRAND LF 1567. $ 107 607 FENCE, SINGLE RAIL LF 4,939. $ 108 607 BARBED WIRE GATE 16-FOOT EACH 1.0 $ 109 609 CONCRETE SIDEWALK 61NCH SY 26. $ 110 608 CONCRETE TRAIL 5 INCH FIBERMESH SY 4,431.00 $ 111 608 CONCRETE TRAIL 81NCH FIBERMESH SY 71. $ 112 608 SIDEWALK RAMP TYPE 2A SY 1.0 $ 113 609 CURB AND GUTTER,TYPE 2 SECTION IIB LF 431.0 $ 114 1 609 CURB AND GUTTER, TYPE 2 SECTION III LF 5,402. $ 115 610 COLORED CONCRETE MEDIAN COVER 4" SF 1,516.00 $ 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106.0 $ 117 612 DELINEATOR TYPE t EACH 15.0 $ Page 3 of 4 ADDENDUM 1 REVISED BID SCHEDULE Proiect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26.1an-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM NO.118 REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 612 DELINEATOR TYPE 111 EACH 16.0 $ 119 613 2 INCH CONDUIT LF 702.00$ 120 613 4INCH CONDUIT LF 585.00$ 121 613 5 INCH CONDUIT LF 585. $ 122 613 6 INCH CONDUIT LF 234.0 $ 123 613 CONCRETE FOOTING FOR SCULPTURE 24-INCH EACH 4.00 $ 124 614 SIGNS RUNNING DEER NATURAL AREA PARKING LOT EACH 7.0 $ 125 615 EMBANKMENT PROTECTOR, TYPE 5 REMOVE AND REPLACE EACH I. $ 126 618 PRESTRESSED CONCRETE SLAB SL18 / GIRDERS SF 8,540.00 S 127 619 16-INCH HDPE. DR 11 LF 877. $ 128 619 16-INCH HDPE DR It, 90 DEGREE ELBOW EACH 1. $ 129 619 CONNECT TO EXISTING 16-INCH HOPE FORCE MAIN EACH 2. $ 130 619 24-INCH STEEL PIPE 0.25-INCH THICKNESS LF 346. $ 131 619 24-INCH STEEL CASING 0.25-INCH THICKNESS LF 158.0 $ 132 619 30-INCH STEEL CASING 0.25-INCH THICKNESS LF 58. $ 133 619 CONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2. $ 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1. $ 135 619 BLOW -OFF PUMPING TO SANITARY SEWER PRPA LS 1. $ 136 619 SANITARY SEWER BYPASS PUMPING AB FORCE MAIN LS 1. $ 137 619 SANITARY SEWER BYPASS PUMPING BOXELDER SS LS 1. $ 138 619 HYDROSTATIC TESTING 16-INCH HDPE FORCE MAIN LS 1.00 $ 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS LS 1. $ 140 619 CORROSION CONTROL TEST STATION EACH 3. $ 141 619 244NCH SANITARY SEWER CIPP 0.50-INCH THICKNESS LF 1944. $ 142 619 2-INCH AIRNACUUM VALVE VAULT EACH 3. $ 143 619 10-INCH BLOW OFF ASSEMBLY EACH 2.0 $ 144 622 WHEEL STOP EACH 14.0 $ 145 623 2-INCH SCHEDULE 40 PVC CONDUIT AND FITTINGS LF 850. $ 146 623 64NCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 650.00 $ 147 623 8-INCH CLASS 50 DUCTILE IRON PIPE,SLEEVING LF 220. $ 148 623 10-INCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38. $ 149 626 MOBILIZATION LS 1.0 $ 150 630 CONSTRUCTION TRAFFIC CONTROL LS 1. $ 151 630 CONCRETE BARRIER TEMPORARY LF 485.0 $ TOTALS $ Page 4 of 4 ADDENDUM l REVISED BID SCHEDULE Proiect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06 ADDENDUM #] Bid Tab Engineers Estimate ITEM NO. REF. NO. CONTRACT ITEM UNIT EST. UNIT PRICE COST 1 201 CLEARING AND GRUBBING LS 1. $ 2 202 REMOVAL OF OBSTRUCTIONS LS 1. $ 3 202 REMOVAL OF INLETS EACH 1.00 $ 4 202 REMOVAL OF BUILDING STRUCTURE LS 1.00 Is 5 202 REMOVAL OF PIPE LF 1,997.00 $ 6 202 REMOVAL OF ASPHALT PAVEMENT SY 16,882.00 $ 7 202 ASPHALT MILLING 0 INCH TO 3 INCH SY 1,302,0 $ 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,788.0 $ 9 202 REMOVAL OF BUCK & RAIL FENCE STOCKPILE LF 1,857.00 $ 10 202 REMOVAL OF 2-RAIL FENCE STOCKPILE LF 330. $ 11 202 REMOVAL OF MANHOLE EACH 1. $ 12 202 REMOVE TREES EACH 37.00 Is 13 202 REMOVE AIR VAC EACH 2.0 $ 14 202 REMOVE OF SIDEWALK SY 26.0 $ 15 202 REMOVE CURB & GUTTER LF 34.0 $ 16 202 PLUG CULVERT EACH 2. $ 17 202 PLUG PIPE EACH L $ 18 203 UNCLASSIFIED EXCAVATION CY 32 808. $ 19 203 EMBANKMENT CY 48 823.0 $ 20 203 MUCK EXCAVATION AS DIRECTED BY THE ENGINEER CY 250. $ 21 1 203 DOZING AS DIRECTED BY ENGINEER HOUR 40. $ 22 203 POTHOLING HOUR 32. $ 23 206 STRUCTURE EXCAVATION CY 21162.00 $ 24 206 STRUCTURE BACKFILL CLASS 1 CY 627.0 $ 25 206 STRUCTURE BACKFILL CLASS 2 CY 92.0 $ 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627. $ 27 206 TYPE 11 BEDDING CY 350.0 $ 28 206 FILTER MATERIAL CLASS A CY 410. $ 29 207 STOCKPILE TOPSOIL CY 11,436.00 $ 30 207 TOPSOIL CY 13 619.0 $ 31 207 SOIL PREPARATIONIFINE GRADING ACRE 12.4 $ 32 1 208 SILT FENCE LF 9,216.00 $ 33 208 CONCRETE WASHOUT STRUCTURE EACH 1.0 $ 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2.0 $ 35 208 INLET PROTECTION EACH 9.0 $ 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1.0 $ - 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3.0 $ 38 210 ADJUST BOXELDER MANHOLE EACH 5.00 $ _ 39 210 MODIFY BOXELDER MANHOLE EACH 3.0 $ 40 210 RELOCATE SIGN EACH 2.0 $ Page 1 of 4 ADDENDUM I REVISED BID SCHEDULE Pro ect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 41 210 RELOCATE MAILBOX EACH 1.0 $ 42 210 RESET BARB WIRE FENCE LF 1567.00 $ 43 210 RESET BUCK & RAIL FENCE LF 1,010. $ 44 210 RESET GATE EACH 4.0 $ 45 210 IRRIGATION REPAIR BEHNKE LS 1.00 $ 46 212 SEEDING SEED MIX A ACRE 4.70 $ 47 212 SEEDING SEED MIX B ACRE 5.5 $ 48 212 SEEDING SEED MIX C ACRE 1.23 $ 49 212 SEEDING SEED MIX D ACRE 0.2 $ 50 213 MULCH(WEED FREE HAY ACRE 11.51 $ 51 213 MULCH WOOD CHIP SF 230.00 S 52 213 HYDRO MULCH ACRE 0.20 $ 53 213 MULCH TACKIFIER LB 2302.00 $ 54 213 WEED BARRIER SF 230. $ 55 213 STEEL EDGING LF $ 57 214 SHRUBS 10 CU. IN. EACH7v$ $ 58 214 SHRUBS CUTTINGS EACH$ 59 215 TRANSPLANT CONIFEROUS TREE 8 FOOT)EACH 60 1 304 AGGREGATE BASE COURSE CLASS 6 TON 7,769.00 1 $ 61 304 RECYCLED ASPHALT CY 265.0 $ 62 403 HOT BITUMINOUS PAVEMENT GRADING S 100 PG 64-28 TON 3,552.00 $ 63 403 HOT BITUMINOUS PAVEMENT GRADING SG 100 PG 58-28 TON 5,532.00 $ 64 412 CONCRETE PAVEMENT 6INCH COLORED YOSEMITE BROWN SY 155. $ 65 501 SHEET PILE SF 520.00 S 66 1 503 DRILLED CAISSON 30 INCH LF 554. $ 67 504 STONE VENEER SF 795.0 $ 68 506 GROUTED RIPRAP TYPE H 24-INCH CY 1,150.00 $ 69 506 RIPRAP TYPE M 12-INCH CY 9.00 $ 70 506 RIPRAP TYPE L 9-INCH CY 2.0 $ 71 506 RIPRAP TYPE VL 6-INCH CY 5.0 $ 72 506 GROUTED BOULDERS CY 330.0 $ 73 1 506 RIPRAP SPECIAL) (12-INCH) CY 738.0 $ 74 514 PIPE RAILING ANODIZED ALUMINUM LF 178. $ 75 515 WATERPROOFING MEMBRANE SY 780. $ 76 601 CONCRETE CLASS D BRIDGE CY 588.0 $ 77 601 STRUCTURAL CONCRETE COATING SY 486.00 $ 79 602 REINFORCING STEEL LB 15 790.00 - $ BO 602 REINFORCING STEEL EPDXY COATED LB 56,428.00 S Page 2 of 4 ADDENDUM 1 REVISED BID SCHEDULE Pro ect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26Jan-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM NO.81 REF. NO. CONTRACT ITEM UNIT EST.H UNIT PRICE COST 603 18 INCH REINFORCED CONCRETE PIPE CIP LF 123.0 S 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 326. $ 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3.0 $ 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 25.0- $ 85 603 21 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 96.0 $ 86 603 24 INCH REINFORCED CONCRETE PIPE CIP LF 17. $ 87 603 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 237. $ 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 1 4. $ 89 603 30 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 486. $ 90 603 30 INCH REINFORCED CONCRETE END SECTION EACH 1. $ 91 .603 36 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 367. $ 92 603 36 INCH REINFORCED CONCRETE END SECTION EACH 1. $ 93 603 14 x 23 ELLIPTICAL RCP CIP LF 77.0 $ 94 603 14 x 23 ELLIP17CAL RCP END SECTION EACH 1. $ -95 604 INLET SPECIAL INLEr2 EACH 1.00 $ 96 604 INLET SPECIAL INLET 4 EACH 1. S 97 604 AREA INLET IA WITH GRATE - EACH 1.0 S 98 604 AREA INLET 7 WITH GRATE EACH I.0 $ 99 604 MANHOLE 6-FOOT EACH 4. S 100 604 MANHOLE 5-FOOT EACH 3.00S l0l 604 MANHOLE, 5-FOOT SPECIAL MH PD-I0220 EACH L $ 102 604 MANHOLE 4-FOOT EACH i. s 103 604 CONCRETE HEADWALL CIP LS 1.0 $ 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL TEMPORARY EACH 0. $ 105 606 BRIDGE RAIL SPECIAL LF 234. $ 106 607 FENCE BARBED WIRE WITH METAL POSTS 4-STRAND LF 1567.0 $ 107 607 FENCE, SINGLE RAIL LF 4,939.0 $ 108 607 BARBED WIRE GATE 16-FOOT EACH 1.0 s 109 608 CONCRETE SIDEWALK 6INCH Sy 26.00 S 110 608 CONCRETE TRAIL 5 INCH FIBERMESH Sy 4,431.0 $ 111 608 CONCRETE TRAIL 81NCH FIBERMESH Sy 71.0 $ 112 608 SIDEWALK RAMP TYPE2A Sy 1.0 $ 113 609 CURB AND GUTTER, TYPE 2 SECTION JIB LF 431.0 $ 114 609 CURB AND GUTTER, TYPE 2, SECTION IB LF 5,402.0 $ Us 610 COLORED CONCRETE MEDIAN COVER 4" SF 1,516.00 $ 116 610 COLORED CONCRETE MEDIAN COVER BRIDGE SF 2,106.00 $ 117 612 DELINEATOR TYPE I) 1 EACH 15.0 $ 118 1 612 IDELINEATOR TYPE III - EACH 16.00 S 119 613 2 INCH CONDUIT LF 1 702.0 $ 120 613 14 INCH CONDUIT I LF 1 585. 1 $ Page 3 of 4 ADDENDUM I REVISED BID SCHEDULE Pro ect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS Date: 26-Jan-06 ADDENDUM #1 Bid Tab Engineers Estimate ITEM REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 121 613 5INC14 CONDUIT LF 585.0 $ 122 613 6 INCH CONDUIT LF 234.0 $ 123 613 CONCRETE FOOTING FOR SCULPTURE 24-INCH EACH 4.00 $ 124 614 SIGNS RUNNING DEER NATURAL AREA PARKING LOT) EACH 7.0 $ 125 615 EMBANKMENT PROTECTOR, TYPE 5 REMOVE AND REPLACE EACH L $ 126 618 PRESTRESSED CONCRETE SLAB SLIB !GIRDERS SF 8540. $ 127 619 16-INCH HDPE DR I 1 LF 877. $ 128 619 16-INCH HOPE, DR 11, 90 DEGREE ELBOW EACH 1.0 $ 129 619 CONNECT TO EXISTING 16-INCH HOPE FORCE MAIN EACH 2. $ 130 619 24-INCH STEEL PIPE 0.25-INCH THICKNESS LF 346. $ 131 619 24-INCH STEEL CASING 0.25-INCH THICKNESS LF 158. $ 132 619 304NCH STEEL CASING, 0.25-INCH THICKNESS LF 58. $ 133 619 CONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2.0 $ 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1. $ 135 619 BLOW -OFF PUMPING TO SANITARY SEWER PRPA LS 1.0 $ 136 619 SANITARY SEWER BYPASS PUMPING AB FORCE MAIN LS L $ 137 619 SANITARY SEWER BYPASS PUMPING BOXELDER SS LS L $ 138 619 HYDROSTATIC TESTING 16-INCH HOPE FORCE MAIN LS LO $ 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS LS L $ 140 619 CORROSION CONTROL TEST STATION EACH 3. $ 141 619 24-INCH SANITARY SEWER CIPP 0.50-INCH THICKNESS LF 1,944.00 $ 142 619 2-INCH AIRNACUUM VALVE VAULT EACH 3. $ 143 619 l0-INCH BLOW OFF ASSEMBLY EACH 2. $ 144 622 WHEEL STOP EACH 14.0 $ 145 623 2-INCH, SCHEDULE 40 PVC CONDUIT AND FITTINGS LF 850. $ 146 623 6-INCH CLASS 50 DUCTILE IRON PIPE SLEEVING LF 650.00 $ 147 623 8-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 220. $ 148 623 10-INCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38.00 $ 149 626 MOBILIZATION LS 1. $ I50 630 CONSTRUCTION TRAFFIC CONTROL LS 1. $ 151 630 CONCRETE BARRIER TEMPORARY LF 0.00 S TOTALS $ Page 4 of 4 Proiect: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab INO. I REF. NO. CONTRACT ITEM I I UNIT EST, UNIT PRICE I COST Ili 1 610 COLORFD CONCRETE MEDIAN COVER (4"1 1 SF 1.516.0 I $ - I 116 1 610 COLORED CONCRETE MEDIAN COVER BRIDGE I SF 1 2,106.04 $ 111 1 612 DELINEATOR (TYPE I EACH 1 15.0 S Page 4 of 5 Project: EAST PROSPECT ROAD IMPROVEMENTS - Road Closed (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM REF. NO. CONTRACT ITEM UNIT QUA. UNIT PRICE COST TOTALS $ Page 5 of 5 Project: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEM NO.1 REF. NO. CONTRACT ITEM UNIT ESTQUA. UNIT PRICE COST 201 CLEARING AND GRUBBING LS LO $ 2 202 REMOVAL OF OBSTRUCTIONS LS Lo $ 3 202 REMOVAL OF INLETS EACH 1.00 $ 4 202 REMOVAL OF BUILDING STRUCTURE LS 1. $ 5 202 REMOVAL OF PIPE - LF 1,997.0 $ 6 202 REMOVAL OF ASPHALT PAVEMENT SY 17,8132. $ 7 202 ASPHALT MILLING 0INCH TO 3 INCH SY 1,302.0 $ 8 202 REMOVAL OF BARBED WIRE FENCE LF 5,799.00 S 9 202 REMOVAL OF BUCK & RAIL FENCE STOCKPILE LF 1,857.0 $ l0 202 REMOVAL OF 2-RAIL FENCE STOCKPILE LF 330,00 Is 11 202 REMOVAL OF MANHOLE EACH Lo $ 12 202 REMOVE TREES EACH 37. $ 13 202 REMOVE AIR VAC EACH 2.0 $ 14 202 REMOVE OF SIDEWALK SY 26.0 $ 15 202 REMOVE CURB & GUTTER LF 34. $ 16 202 PLUG CULVERT EACH 2.001 1 S 17 202 PLUG PIPE EACH 1.0 $ IS 203 UNCLASSIFIED EXCAVATION CY 32808.0 $ 19 203 EMBANKMENT CY 48,823. $ 20 203 MUCK EXCAVATION (AS DIRECTED BY THE ENGINEER) CY 250. $ 21 203 DOZING AS DIRECTED BY ENGINEER HOUR 40, $ 22 203 POTHOLING HOUR 32. $ 23 206 STRUCTURE EXCAVATION CY 2,162.00 $ 24 206 STRUCTURE BACKFILL CLASS ] CY 627. $ 25 206 STRUCTURE BACKFILL CLASS 2 CY 92. $ 26 206 MECHANICAL REINFORCEMENT OF SOIL CY 627.00 $ 27 206 TYPE II BEDDING CY 350.0 $ 28 206 FILTER MATERIAL, CLASS A CY 410.0 $ 29 207 STOCKPILE TOPSOIL CY 11,436.00 $ 30 207 TOPSOIL CY 13,619.00 $ 31 207 SOIL PREPARATIONIFINE GRADING ACRE 12.4 $ 32 208 SILT FENCE LF 9,216.00 $ 33 208 CONCRETE WASHOUT STRUCTURE EACH 1. $ 34 208 STABILIZED CONSTRUCTION ENTRANCE EACH 2.06$ 35 208 INLET PROTECTION EACH 9.00$ 36 210 ADJUST CITY OF FORT COLLINS WATER VALVE BOX EACH 1.0 $ 37 210 ADJUST CITY OF FORT COLLINS WATER MANHOLE EACH 3.0 $ 38 210 ADJUST BOXELDER MANHOLE - EACH 5.00 $ Page 1 of 5 Project: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITE REF. NO. CONTRACT ITEM UNIT EST.QUA UNIT PRICE COST 39 210 MODIFY BOXELDER MANHOLE EACH 3.0 $ 40 210 RELOCATE SIGN EACH 2.0 $ 41 210 RELOCATE MAILBOX EACH 1. $ 42 210 RESET BARB WIRE FENCE LF 1,567.00 Is 43 210 RESET BUCK & RAIL FENCE LF 1010.00 $ 44 210 RESET GATE EACH 4.0 $ 45 210 IRRIGATION REPAIR BEHNKE LS 1.0 $ 46 212 SEEDING SEED MIX A ACRE 4.7 $ 47 212 SEEDING SEED MIX B ACRE 5.5 $ 48 212 SEEDING SEED MIX C ACRE 1.23 $ 49 212 SEEDING SEED MIX D ACRE 0.2 $ 50 213 MULCH(WEED FREE HAY ACRE 11.51 $ 51 213 MULCH(WOOD CHIP SF 230.00 $ 52 213 HYDRO MULCH ACRE 0.2 $ 53 213 MULCH TACKIFIER LB 2,302.00 Is 54 213 WEED BARRIER SF 230. $ 55 213 STEEL EDGING LF 40. $ 57 214 SHRUBS 10 CU. INJ 77= EACH 77- 170. $ 58 214 SHRUBS CUTTINGS EACH 301. $ 59 215 TRANSPLANT CONIFEROUS TREE 8 FOOT EACH 1. $ 60 304 AGGREGATE BASE COURSE CLASS 6 TON 8,062. $ 61 304 RECYCLED ASPHALT CY 265.00 $ 62 403 HOT BITUMINOUS PAVEMENT GRADING S 100 G 64-28 TON 3,552 $ 63 403 HOT BITUMINOUS PAVEMENT GRADING SG 100 PG 58.28 TON 5,750.00 $ 64 412 CONCRETE PAVEMENT (6 INCH COLORED YOSEMITE BROWN) SY 155.00 $ 65 501 SHEET PILE SF 520.00 $ 66 503 ORIT.LF.n CAISSON (10 INCH) I F 554 nfl c 67 504 STONE VENEER SF 795.0 $ 68 506 GROUTED RIPRAP TYPE H 24-INCH CY 1,150.0 $ 69 506 RIPRAP TYPE M 12-INC14 CY 1 9.0 $ Page 2 of 5 Proiect: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEOM REF. NO. CONTRACT ITEM UNIT QUA. UNIT PRICE COST 77 601 STRUCTURAL CONCRETE COATING SY 486.0 601 IF 79 602 REINFORCING STEEL LB 15,790.0 $ 80 602 REINFORCING STEEL EPDXY COATED LB 56 428.0 $ 81 603 18 INCH REINFORCED CONCRETE PIPE CIP LF 123.0 $ 82 603 18 INCH RUBBER GASKET REINFORCED CONCRETE PIPE (CIP) LF 326. $ 83 603 18 INCH REINFORCED CONCRETE END SECTION EACH 3.0 $ 84 603 21 INCH REINFORCED CONCRETE PIPE CIP LF 1 25. $ 85 603 21 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 86.0 $ 86 603 24 INCH REINFORCED CONCRETE PIPE CIP LF 17. $ 87 603 24 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 237. $ 88 603 24 INCH REINFORCED CONCRETE END SECTION EACH 4.0 $ 89 603 301NCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 486. $ 90 603 301NCH REINFORCED CONCRETE END SECTION EACH I. $ 91 603 36 INCH RUBBER GASKET REINFORCED CONCRETE PIPE CIP LF 367. $ 92 603 36 INCH REINFORCED CONCRETE END SECTION EACH I. $ 93 603 14 x 23 ELLIPTICAL RCP CIP LF 77. $ 94 603 14 x 23 ELLIPTICAL RCP END SECTION EACH 1.0 $ 95 604 INLET SPECIAL INLET 2 EACH 1. $ 96 604 INLET SPECIAL INLET 4 EACH 1. $ 97 604 AREA INLET IA WITH GRATE EACH 1. $ 98 604 AREA INLET 7, WITH GRATE EACH 1. $ 99 604 MANHOLE, 6-FOOT EACH 4. $ 100 604 MANHOLE 5-FOOT EACH 3.0 $ 101 604 MANHOLE, 5-FOOT SPECIAL MH PD-10220 EACH 1. $ 102 604 MANHOLE, 4-FOOT EACH 1.0 $ 103 604 CONCRETE HEADWALL CIP LS 1.0 S 104 606 IMPACT ATTENUATOR, SAND FILLED BARREL TEMPORARY EACH 4.00$ 105 606 BRIDGE RAIL, SPECIAL LF 234.0 $ 106 607 FENCE BARBED WIRE WITH METAL POSTS 4-STRAND LF 1,567.0( $ 107 607 FENCE SINGLE RAIL LF 4,939.0 $ 108 1 607 BARBED WIRE GATE 16-FOOT EACH 1. $ 109 608 CONCRETE SIDEWALK 61NCH SY 26. $ 110 608 CONCRETE TRAIL 5INC IBERMESH SY 4,43E $ 111 609 CONCRETE TRAIL 8 INC IBERMESH SY 71.00$ 112 608 SIDEWALK RAMP, TYPE 2A SY 1. $ 113 609 CURB AND GUTTER, TYPE 2, SECTION IIB LF 431.0 $ 114 1 609 1 CURB AND GUTTER TYPE 2 SECTION IB LF 5.402.0 $ Page 3 of 5 Project: EAST PROSPECT ROAD IMPROVEMENTS - Under Traffic (Poudre River Bridge to Summit View Drive) Owner: CITY OF FORT COLLINS ADDENDUM #3 Bid Tab ITEOM REF. NO. CONTRACT ITEM UNIT EST. QUA115 UNIT PRICE COST 610 COLORED CONCRETE MEDIAN COVER 4" SF 1,516.0 $ 116 610 COLORED CONCRETE MEDIAN COVER, BRIDGE SF 2,106.00 $ - 117 612 DELINEATOR (TYPE I) EACH 15.0 $ 118 612 DELINEATOR(TYPE III EACH 16. $ 119 613 2 INCH CONDUIT LF 702.00 $ 120 613 41NCH CONDUIT LF 585.00 $ 121 613 5 INCH CONDUIT LF 585. $ 122 613 6INCH CONDUIT LF 234.0 $ 123 613 CONCRETE FOOTING FOR SCULPTURE, 24-INCH EACH 4. $ 124 614 SIGNS RUNNING DEER NATURAL AREA PARKING LOT) EACH 7. $ 125 615 EMBANKMENT PROTECTOR TYPE 5 REMOVE AND REPLACE EACH 1. $ 126 618 PRESTRESSED CONCRETE SLAB SLl8 /GIRDERS SF 8,540.0 $ 128 619 4. d 16-INCH HDPE DR 11, 90 DEGREE ELBOW EACH 1.0 $ 129 619 CONNECT TO EXISTING 16-INCH HDPE FORCE MAIN EACH 2.0 $ 130 619 24-INCH STEEL PIPE, 0.25-INCH THICKNESS LF 346. $ 131 619 24-INCH STEEL CASING, 0.25-INCH THICKNESS LF 159.00 $ 132 619 30-INCH STEEL CASING, 0.25-INCH THICKNESS LF 58. $ 133 619 CONNECT TO EXISTING 24-INCH STEEL FORCE MAIN EACH 2.0 $ 134 619 CONNECT TO EXISTING 30-INCH STEEL CASING EACH 1. $ 135 619 BLOW -OFF PUMPING TO SANITARY SEWER PRPA LS 1 1. $ 136 619 SANITARY SEWER BYPASS PUMPING AB FORCE MAIN LS 1. $ 137 619 SANITARY SEWER BYPASS PUMPING OXELDER SS LS 1. $ 138 619 HYDROSTATIC TESTING 16-INCH HDPE FORCE MAIN LS 1. $ 139 619 HYDROSTATIC TESTING 24-INCH STEEL FORCE MAIN AND BUTT STRAPS LS i.00 $ 140 619 CORROSION CONTROL TEST STATION EACH 3.0 $ 141 619 24-INCH SANITARY SEWER CIPP, 0.50-INCH THICKNESS LF 1 1,944.0 $ 142 619 2-INCH AIR/VACUUM VALVE VAULT EACH 3. $ 143 619 10-INCH BLOW OFF ASSEMBLY EACH 2.0 $ 144 622 WHEEL STOP EACH I4. $ 145 623 2-INCH SCHEDULE 40 PVC CONDUIT AND FITTINGS LF 850. $ 146 623 6-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 650.0 $ 147 623 8-INCH CLASS 50 DUCTILE IRON PIPE, SLEEVING LF 220.0 $ 148 623 104NCH ROUND VALVE BOX AND STAKE ASSEMBLY EACH 38. $ 149 626 MOBILIZATION LS I.Go 150 630 CONSTRUCTION TRAFFIC CONTROL LS 1.0 $ 151 630 CONCRETE BARRIER(TEMPORARY) LF 485.0 $ Page 4 of 5