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ST0301A-BD100402BID FORM PROJECT IDENTIFICATION Bethel R - oad II r ST 03 -01A in Coppell, Texas BID OF n DATE L� (NAME OF } THIS BID IS SUBMITTED TO: City of Coppell (hereinafter called OWNER) c/o Purchasing Agent 255 Parkway Boulevard P.O. 9478 Coppell, Texas 75019 CITY OF COPPELL BID NO: - 0310 -02 1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Advertisement or Notice to Bidders and Instructions to Bidders. This Bid will remain subject to acceptance for ninety (90) days after the day of Bid opening. BIDDER will sign and submit the Agreement with other documents required by the Bidding Requirements within fifteen (15) days after the date of OWNER's Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged): No: Z Date: x l' (f `3 Rec'd: i z fe z 1 -17 Bidding Documents BETHEL ROAD 11, Phase I (Bethel (toad from Penfolds Lane to Denton Top Road) Project 0 ST 03.01A Bid No, UNIT PRICE BID SCHEDULE BABE BID Item Plan Unit description and Price In Words Unit MCA Total Price Mobilization (Max, 6% of Contract) 101 9 LS F A.e.l. z ff ! jr :s;.... Dollars Cents Per Lump Sum 9q t. 7 7.0 '7,d a Traffic Control 102 9 LS ✓�ge.-�i..�,G., ��'L'Ciaisr w•s _ DoIIare '� Statme Cents Per Lump Sum ,y ,r Prep ROW 903 98 STA • Dollars ' '� Csnts Per Station 7 �j, 0 2._. Prepare and Implement SWPPP 904 9 LS ° -reuO v / �+ Dollars C ents Per Lump Sum 8 Zim (� Project Signs 906 2 EA - , - ji✓a.. `i _ ✓xd. y C Dollars Cents Per Each Unclassifled Excavation (Roadway & Channel) 906 3,860 CY Dollars Cents Per Cublc Yards .6 2 ZJZ .:5V Unclassifled Compacted Earth Fill 907 9,260 CY Dollars rats Per Cublc Yards �1 ' 5r D3 7 1-20 Bidding Documents BETHEL ROAD 11, Phase I (Bethel Road from Penfofds Lane to Denton Tap Road) Pfoject 0 ST 03.01A Bid No. Item I Plan Remove and Dispose of Asphalt Pavement 108 4,4€6 13Y r--- — Gents Per Lump Sum Concrete Removal 108 1,412 SY --r U is Per Square Yards �0. Remove and Reset Existing Mailbox 110 1 EA Dollars .[ /o Cents Per Linear Foot f act 00 Remove Existing Concrete Pipe ( 24" 111 1 161 1 LF ants Per Linear Foot Remove Existing Concrete Pipe ( >24" Diam) 112 1eo LF .e _ Dollars 'Tlv- e Gents Per Linear Foot 03 113 6 rEA Remove Existing Inlet Box 113 6 Fro � r � Dollare Cants Per Each _ 6 $' ff, 7,y po;Zy7 7J Adjust Existing Sanitary Sewer 114 1 0 f EA Gents Per Each 24 22. X00 J Adjust Existing Valve Box to Grade 11S 2 EA Dollars Cents per Lump Sum Y 1-21 Bidding Doouments BETHEL ROAD 11, Phase I (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03.01A Bid No. Item No. Plan JQU=t1bL - Unit - Deser €ptlon and - Prtee in - Words Unit Price Total PrIne Remove Existing and Install Now Fire Hydrant and Valve Assembly 116 2 EA F .' Dollars Cents Per Each D ¢d Zr 8" Lime Subgrade Treatment 117 8,353 SY Dollars , leas. Cen Per Square Yards 3. �•�! 2 ,3 / Q Lime 118 175 TON Dilate ante per Ton �¢/ �J'� —' . 7J 8" Re nforced Concrete Pavement with 6" Integral Curb 119 7,400 5Y ' Dollars Cents Per Square Yards 94L 10" Reinforced Concrete pavement with 6" Integral Curb 120 582 SY Dollars rwCants Per Square Yards J - 3e f� 10" Reinforced Concrete Stamped Roadway - Crosswalks 121 237 SY de+ GlSci�""�— _ Yar Per Square Yards 06 2-e? 6" Reinforced Concrete Stamped 6" Roadway - Crosswalks 122 282 SY &�a�..G Dollars •5 Cents Per S uare Yards 9J7 Zdo Z¢ 3. ,3 2 - 6" Reinforced Concrete Stamped Pavement - Medians 123 132 SY . -5 S,P Dollars ` __* A - j a z 4Conts , Per Square Yards 778'/ / z 1-22 Bidding Documents BETHEL ROAD 11, Phase 1 (Bethel Road from Penfolds Lane to Denton "Cap Road) Protect # ST 03 -01A Bld No, item Plan - unit Description and - Price - In Words Unit Total 6" Reinforced Concrete Driveways 124 1,040 SY -� 34+CJI 3 , p - o Dollars Cents Per S ware Yards Asphalt Pavement for Pave Transition (6" HMAC) 126 994 SY f .'_2 eA.Y C Dollars Cents Per Square Yards •2.� b0 3 Monolithic Median Nose 126 4 Dollars . -a Gents Per Each J 2 aa o a GYJ.c� a Reinforced Concrete Pavement Street Headers 127 529 LF Dollars • Cents Per Linear Foot , .©O CD 6 4" Relnf. Concrete Sidewalks 928 986 SY • Dollars ants Per Square Yards 4; • 79 - 3 7,: 3Z) Barrier Free Ramps 429 14 EA ��� �� ✓��,�� Cents Per Each Dollars G,S 47 a Ba. � Raised Pavement Marker, Class C, Type Y 930 6200 EA R a Dollars Cents Per Each .el g /• joev Raised Pavement Marker, Class C, Type W 139 290 EA 7;;c Dollars -Z �9r gar C nts Per Each 1-23 Sldding Documents BETHEL ROAD 11, Phase I (Bethel (toad from Penfolds Lane to Denton Tap Road) Project # ST 03 -01A Bid No. Item Plan Qua l3nit- Aeecrtption and Prlee In- Wards— Unit Price Total prine L Raised Pavement Marker, Glass C, Type I -A 132 170 EA Dollars Cents Per Each a Raised Pavement Marker, Class C, Type I -C 133 370 EA 1 15 �� J_,( Dollars Cents Per Each Pavement Markings 134 1 LS Dollars ants Per Lump Sum 40 8 Z p , 9 Roadside Sign Assembly (Relocation) 136 5 EA � M - .�ies�. ✓o...� Dollars • Cents Per Each Roadside Sign Assembly (Hew Installation) 136 1 EA w Dollars Cents Per Each 4e. `76 Repa r, Replace andl or Modify Existing Irrlgatlon Systems 137 1 L �q, i ' Dollars d. _ants Per Lump Sum 2 2. 2.f3 .? 2. 4 PO Repair, Replace and! or Modify Existing Landscape 136 1 LS 9E&; d/1 r— Dollars Cents Per Lump Sum 2 , /q z G , / 9 Tres Protection 139 1,276 LF d.r § - -- Dollars Cents Per Linear 1-24 Bidding Documents BETHEL ROAD 11, Phase I (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03.OIA Bld No, Item Plan - Unit - description -and- Price -in- Words— Unit prion Total Prins Block Sodding 140 2,228 SY Z^ r o Dollars Cents Per Square Yards ¢ Combination Rail wlwindows (Tx Classlc)(42" Tall) 747 740 LF - Dollars Cents Per Linear Foot Safety Guardrail Termination 142 6 EA X.cis Cents Dollars Per Ea e T1,2 Transition 943 6 EA �a►. %ar.� <i� J � /y /Y Dollars w Cents Per Each . 2,1 3, Installation of Highway Traffic Signals 144 1 EA •�l� d e Fi�'Sner dollars y Cents Per Each .4/ / 7 .s Remove and Deliver Existing Traffic Signal Pole and Most Arm Assembly 145 1 Pro Dollars ants Per Each 7� Traffic Signal Pole Assembly 1413 1 EA 9�..rtdrr,/i.aPlrr�/LZ-W Dollars C ants Per Each Drill Shaft (30 In) 147 10 LF IF - Cents Per LlmuLbM � o V 1-26 Bidding Documents BETHEL ROAD il, Phase I (Bathe[ Road from Penfolds Lane to Denton Tap Road) Project #6 ST 03 -01A Bid No. Ite Plan Unit_ Des erlption_and_P_ries_In_W_ords Un To tal Ulan Mae Pad Pole Assembly (Including foundation) 146 4 EA f 947 S 2 o a Dollars Cents Per Each Pedestrian Signal Sections (remove and relocate) 1 6 EA 10 0-2-5 — f d . Dollars ...! -n. Cents Per Each Pedestrian Push Button and Sign Assemblies (remove and relocate) 160 6 EA Dollars CaMs P E ¢ O 2" PVC Conduit 151 71 LF Div Dollars !S`ev A 224 Canis Per Linear Foot ?J 7 O 3" PVC Conduit 162 1,921 LF / Dollars �J,e,m.., Cents Per Linear loot / $" PVC Conduit (SORER) 163 120 LF IL Dollars Cen s Per Linear Foot fib- 1. 2 2. Q a Ground Boxe 164 B EA dalrL ti /. a&. - ,. Dollars Gents Per Each T fie- 20, m d Backplate for 3- Seclion Signal Head 786 2 EA i?oflars /=e Canis Per Each „y 2.�� 1-20 8ldding Documents BETHEL ROAD 11, Phase I (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03 - 01A Bid No, item No- Flan Qug0JTfy -Unit- Description- and- Price -In Words— Unit edge Total Prfriq Backplate for 5- Ssotlan (House) signal Head 158 1 4 EA Dollars Cents Per Each VEH SIG SEC (12 IN) LED (GRN ARW) 157 4 EA Dollars I ZT bga g o �t Cents Per Eaoh VEH SIG SEC (12 IN) LED (GRN) 158 6 EA Dollars Cents Per Each ZJ� J3 Ale VEH SIG SEC (12 IN) LEO (YEL ARW) 158 4 EA Dollars Cants Per Eac O VEH SIG SEC (12 IN) LED (YEL) 160 6 EA Dollars ° Cents Per Each 2G2. 66 / - 7 VEH SIG SEC (12 IN) LED (RED) 169 6 EA / ►eirfQ,Ctfi . _. • Dollars Gents Per Each a 1 Conductor #8 Bare WI re 162 288 LF 'V - 8 � /GZd Dollars nts Per Each 9 Conductor #8 XHHW Wire 163 296 LF Dollars Cents Per Lump Sum !�� 337 � 1-27 Bidding Documents 13ETHEL ROAD 11, Phase 1 (Bathe] (toad from Penfoids Lane to Denton Tap Road) Project # ST 03 -01A Bid No. Ite Plan _Unit Descrlptlon anti P - In Words Unit Total 1 Conductor #6 Bare Wire 964 296 LF Ala ix D.4 s s Par Lina r Foot Z?6'.2T Traff c Signal Cable, 10 Conductor (TY A)(14 AWG) 166 362 LF� Dollars Cinte Per LI aear Foot Traffic Signal Gable, 16 Conductor (TY A)(14 AWO) 166 262 LF ! r� r Ze►Zent Per Linear Foo Trafffe Signal Cable, 3 Conductor (TY A)(14 AWG) 167 262 LF Dollars nts Per Linear Foot Vldea Imaging Vehicle Detection System, Camera Assembly 169 4 EA J- - * ' 01. ?. d Dollars a ! f5a5zxv e C onti Video Imaging Vehicle Detection System, Processing Unit 169 1 EA .._ Ir c pig" 3. / .Do 31 X3. a a Video Imaging Vehicle Detection System, setup 170 1 EA � 210 „prllars cents Pa i*a cS� VIVDS Communication Cable 171 610 LF e7 Dollars 7 D - Yl 1-28 Bidding Dacumsnts BETHEL ROAM 11, Phase i (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03.OIA Bid No. - Ite Plan -Unit- Description- and - Price -In Words— lJnit Total Uni- Directional Opticom Detector (remove and relocate) 172 1 EA L1� r_eSa i���dMrCy�dr� — - _— Dollars - Cents Per Ea—ph Traffic Signal Conflrmation Lights 773 4 EA Dollars o 4-0 . �p Relocate Illuminated street Name (ILSN) Sign 174 1 EA Dollars 16" RCP (CL III) 178 20 LF Dollars •tents Per Linear Foot 21" RCP (CL 111) 176 70 LF 4 Dollars Segen Per Linear Foot 60 90 24" RCP (CL [II) 177 100 LF ' r�ll�ltl�dvr Dollars Cents Per Linear Foot (.t -� .,O d 30" RCP (CL 111) 176 266 LF Dollars Cents Per Linear Foot Z Za'•aQ 36" RCP (CL 111) 179 320 LF Dollars ants Per linear Foot 1-29 Bldding Documents BETHEL ROAD il, Phase I (Bethel Road from Peniolds Lane to Denton Tap Road) Project # ST 03.01A Bid No. Item Plan Un[t 068orl a ncLP_rlc�in�N�rds Un To Trench Safety System for Storm Drains, Water and Sanitary Sewer Lines 180 1,244 LF p Dollars z o ✓ � ants Per Linear Foci Std. 8' Recessed Curb Inlet 181 2 EA 1�iAa�r' Dollars Cente Per Each Std. 10' Recessed curb fnlet 182 2 EA ti '0- rk I f-49 a u &. Dollars Cents Per Each Std. 20' Recessed Curb Inlet 183 2 EA DoAars k0tPLA :71) ��1'1 vu Cents Per Each Std. 20' Curb Inlet wl Open Back 184 1 EA rL. (� 4Gl5or -fin Ga fy! T c Dal rs `© ' Cents Per Each � 4' x 4' Drop Inlet 186 1 EA '(�aJt, �0ArW7 _ 11E M Nl tiwi �i' Dollars L Cents Per Each Type A Storm Drain Manhole 18e 1 EA G-t1 Dollars ants Per Each 18" 0906 DR 18 PVC Waterline 187 866 LF oqua . tADlt4y 1>l ,4Tr'-'w C f �, .� I Dollars I i -11i � Cents Per Linear Foot 1-30 BTdding Documents BETHEL ROAD If; Phase I (Bethel Road from Penfolds Lane to Denton Tap Road) Project## ST 03 -01A Bid No. Item ­No. Plan - Quantity - Unit Description and Price In Words Unit RE'Ail Total — Prina W 0900 DR 14 PVC Waterline 186 16 LF �6 - 2 ( , F - M LA. Dollars Gents Per Linear Foot 1`6," x 6" Wapping Sleeve and Valve 169 a EA - �•uF -�'M (�c:�K['�a�'� �J�� 7C t 1 C ; C k�A-L - f < Dollars _ Cents Par Each S" Gate Valve 190 1 EA &),Jcc�Wi,A" - �'Q© 4•`�' C 1 `` �� Cents Per Each Dollars Air Release Valve (Type 1) 191 1 EAR t� Y �' ` "� 0 79 to 4 4 S NrA s.( Dollars Cents Per Each 12" PVC Wastewater Pipe (SDR -35) 192 42 LF A L {� , , Apxy '6-T�, {iM t"^ �I I L. Dollars Cents Per Linear Foot , Sanitary Sewer Manhole 193 1 EA ri. uc�,ri Dollars 01 Cants Per Each Remove Old Structure (Large)(Bridge)(MOT Item 104) 194 1 LS " ►9r Q tC'� � �� 0 0 Ouo w Dollars Cents Per Lump Sum Drllied Shaft (18'%TxD0T Item 416) 195 111 LF (9� Dollars Cents Per Linear Foot 1-31 Bldding Documents BETHEL ROAD 11, Phase 1 (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03 -D1A Bld No. Item Plan U nit Description and Price In Words Unit Total Drilled Shaft (30 ")(TxDOT Item 416) 196 236 LF Dollars at L Cents Per Linear Foot CL C Cone (Abutments & Wingwalls)(MOT Item (420) 197 66 CY Dollars , { • `�. Cents Per Cubic Yards CI_ C Cone (Bent)(TOOT item 420) 798 46 CY r. 6L (914-0 �n.Y �j6jE Dollars 3T, `0`T"7, Cents P er Cubic Yards CL 8 Concrete (Appr Slab)(TxDOT Item 420) i L 199 222 CY �C 77 Dollars tow Cents Per Cubic Yards Rip Rap (Conc)(CL 13)(6 IN)(TxDOT Item 432) 200 337 CY -W ' l D ollars Cents Per Cubic Yards Relnforc Concrete Slab (Bridge)( DoT Item 422) 201 7,367 SF Dollars —� U Cents Per Square Foot t Prestressed Concrete Beam (Type C)(TxDOT Item 426) 202 780 LF 0A4 . = ' A^^' .. Dollars Cents Per Linear Foot Armor Joint (With Seal)(TxDOT Item 203 87 454) LF P Dollars Csnta Per Linear Foot 1-32 Siddfng Documents BETHBL ROAD 11, Phass I t (Bethel Road from Penfolds Lane to Denton Tap Road) Project # ST 03 -01A Sid No. Item _JL" Plan Quantity- Unit Description and Price in Words Unit Total Cement Treated Base eackfill (TkDOT Item 5328) 204 620 CY J � �b Dollars Cents Per Cubic Yard � Decorative RailIn at Bridg e 208 256 LF �g ' - , tiles Nt_ Dollars Cents Per Linear Foot Cast In Place Retaining Wall 206 3,220 SF k Doll Aollare Cents Per Square Faot Rail (TY 411) 207 618 LF `L "�� 0 , Dollars Cents Per Linear Foot Street Lighting 208 1 LS f �i� L( T C ents Per L S Bridge Banner Poles 208 1 LS Ake aVn -( -Pu bents Per Lumt) Sum Bridge Sidewalk 210 216 SY l 7 vt D '3 Dollars t::k Cents Per Square Yards TOTAL BID ITEMS BASE BID 101 thru 209 $ f ( 9( 1 9. 01 9 TANGIBLE PERSONAL PROPERTY COST 1 -33 g ce 1 000 . vo 81dding Documents i BID SUMMARY SUBTOTAL BID ITEMS #100 THRU #206 TOTAL BID ITEMS BASE BID (A) TOTAL TIME 270 CALENDAR DAYS The awarded contract amount will be on the basis of the Base Bid (A) only. S. Communications concerning this Bid shall be addressed to the address of BIDDER indicated on the applicable signature page. 9. BIDDER understands that the Owner is exempt from State Limited Sales and Use Tax on tangible personal property to be incorporated into the project. Said taxes are not included in the Contract Price (see Instructions to Bidders). 10. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. The City of Coppell reserves the right to delete any. portion of this project as it may deem necessary to stay within the City's available funds. Should the City elect to delete any portion, the contract quantities will be adjusted accordingly. PROPOSAL GUARANTY ➢ - A Proposal Guaranty shall be provided in accordance with Item 102.5 of the Standard ` Specifications for Public Works Construction — North Central Texas Council of Governments Fourth Edition. SUBMITTED ON Signature: 1 -34 Bidding Documents