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ST0501-BD111109BID FORM PROJECT IDENTIFICATION: DEFORESTROAD RECONSTRUCTION (MacArthur Blvd. to Windsor Estates) Project No. ST 05 -01 It • (NAME OF FIRM) DATE 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: - 1011 -01 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: Date: Rec'd: (b) BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. (c) BIDDER has studied carefully all reports and drawings of subsurface conditions contained in the contract documents and which have been used in preparation of the F15r contract documents. CONTRACTOR may rely upon the accuracy of the technical data contained in such reports, but not upon nontechnical data, interpretations or opinions contained therein or for the completeness thereof for CONTRACTOR's purposes. Except as indicated in the immediately preceding sentence, CONTRACTOR shall have full responsibility with respect to subsurface conditions at site. BIDDER has studied carefully all drawings of the physical conditions in or relating to existing surface or subsurface structures on the site, which are contained in the contract documents and which have been utilized in preparation of the contract documents. CONTRACTOR may rely upon the accuracy of the technical data contained in such drawings, but not for the completeness thereof for CONTRACTOR's purposes. Except as indicated in the immediately preceding sentence, CONTRACTOR shall have full responsibility with respect to physical conditions in or relating to such structures. (d) BIDDER has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies (in addition to or to supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, explorations, tests reports or similar information or data are or will be required by BIDDER for such purposes. (e) BIDDER has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by BIDDER in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. (f) BIDDER has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. (g) BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. (h) This bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from 1 -18 bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. (i) It is understood and agreed that the following quantities of work to be done at unit prices are approximate only, and are intended principally to serve as a guide in evaluating bids. (j) It is understood and agreed that the quantities of work to be done at unit prices and materials to be furnished may be increased or diminished as may be considered necessary in the opinion of the OWNER to complete the work fully as planned and contemplated, and that all quantities of work, whether increased or decreased, are to be performed at the unit prices set forth, except as provided for in the Contract Documents. 4. Bidder understands that the work will be completed in multiple phases. Phasing will require move -ins by utility and paving contractors. It is understood and agreed that all work under this contract will be completed within the bid calendar days. Completion date will be established in the Notice to Proceed. It is understood that time of completion will be a consideration in the award of the bid. 5. It is understood and agreed that the contractor's experience in this type of work will be a consideration in the award of the bid. 6. It is recommended that each bidder visit the site prior to submitting a bid. Construction constraints exist, including traffic that could affect productivity. 7. BIDDER will complete the Work for the following price(s): FAM BID PROPOSAL For DEFOREST ROAD RECONSTRUCTION MOBILIZATION (MAX. 5% OF CONTRACT) 101 1 LS Dollars $ and Cents per LUMP SUM TRAFFIC CONTROL. 102 1 LS Dollars $ and Cents per LUMP SUM 202 1,144 CY Dollars $ $ and Cents per CY REMOVE EXISTING ASPHALT PAVEMENT, COMPLETE IN PLACE. 203 7,111 SY Dollars $ $ and Cents per SY 1 -20 103 32.33 STA ROW PREPARATION. Dollars $ $ and Cents per STATION 104 1 LS PREPARE AND IMPLEMENT SWPPP. Dollars $ $ and Cents per LS 105 2 EA PROJECT SIGNS. Dollars $ $ and Cents per EA 201 5,136 CY UNCLASSIFIED STREET EXCAVATION. Dollars $ $ and Cents per CY UNCLASSIFIED COMPACTED EARTH FILL. 202 1,144 CY Dollars $ $ and Cents per CY REMOVE EXISTING ASPHALT PAVEMENT, COMPLETE IN PLACE. 203 7,111 SY Dollars $ $ and Cents per SY 1 -20 1 -21 REMOVE EXISTING CONCRETE PAVEMENT AND FLATWORK, COMPLETE IN PLACE. 204 2,604 SY Dollars $ $ and Cents per SY REMOVE AND RESET /REPLACE EXISTING MAILBOXES, COMPLETE IN PLACE. 205 8 EA Dollars $ $ and Cents per EA REMOVE EXISTING CONCRETE PIPE ( < =24" DIAMETER), COMPLETE IN PLACE. 206 684 LF Dollars $ $ and Cents per LF REMOVE EXISTING CONCRETE PIPE ( >24" DIAMETER), COMPLETE IN PLACE. 207 26 LF Dollars $ $ and Cents per LF CUT & PLUG EXISTING RCP REGARDLESS OF SIZE, COMPLETE IN PLACE. 208 9 EA Dollars $ $ and Cents per EA REMOVE EXISTING STORM SEWER INLET REGARDLESS OF SIZE OR TYPE, COMPLETE IN PLACE. 209 5 EA Dollars $ $ and Cents per EA ADJUST EXISTING SAN SEWER MANHOLE TO GRADE, COMPLETE IN PLACE. 210 3 EA Dollars $ $ and Cents per EA ADJUST SAN. SEWER MAINLINE CLEANOUT TO GRADE, COMPLETE IN PLACE. 211 1 EA Dollars $ $ and Cents per EA 1 -21 1 -22 ADJUST SAN. SEWER SERVICE CLEANOUT TO GRADE, COMPLETE IN PLACE. 212 1 EA Dollars $ $ and Cents per EA ADJUST WATER VALVE TO GRADE, COMPLETE IN PLACE. 213 7 EA Dollars $ $ and Cents per EA ADJUST WATER METER TO GRADE, COMPLETE IN PLACE. 214 7 EA Dollars $ $ and Cents per EA RELOCATE AND ADJUST WATER METERS TO GRADE, COMPLETE IN PLACE. 215 9 EA Dollars $ $ and Cents per EA REMOVE AND SALVAGE FIRE HYDRANTS, COMPLETE IN PLACE. 216 4 EA Dollars $ $ and Cents per EA ADJUST OR RELOCATE FIRE HYDRANTS TO GRADE, COMPLETE IN PLACE. 217 4 EA Dollars $ $ and Cents per EA 8" LIME STABILIZATION SUBGRADE, COMPLETE IN PLACE. 218 12,499 SY Dollars $ $ and Cents per SY LIME (HYDRATED) (TYPICALLY 42 LBS /SY), COMPLETE IN PLACE. 219 262.5 TON Dollars $ $ and Cents per TON 1 -22 1 -23 8" THICK CONTINUOUS REINFORCED CONCRETE PAVEMENT — ROADWAY WITH 6" INTEGRAL CURB, COMPLETE IN PLACE. 220 11,629 SY $ $ Dollars and Cents per SY 8" THICK CONTINUOUS REINFORCED STAMPED CONCRETE PAVEMENT - ROADWAY, COMPLETE IN PLACE. 221 34 SY $ $ Dollars and Cents per SY 6" THICK CONTINUOUS REINFORCED STAMPED CONCRETE PAVEMENT — MEDIAN, COMPLETE IN PLACE. 222 67 SY Dollars $ $ and Cents per LF 6" THICK CONTINUOUS REINFORCED CONCRETE PAVEMENT — DRIVEWAYS AND ALLEYS, COMPLETE IN PLACE. 223 721 SY $ $ Dollars and Cents per SY CONCRETE CONSTRUCTION JOINT — DRILL AND EPDXY GROUT 18" #4 BARS ON 12" CENTERS, COMPLETE IN PLACE. 224 725 LF $ $ Dollars and Cents per LF 4" THICK REINF. CONCRETE SIDEWALKS ADJACENT TO CONCRETE CURB, COMPLETE IN PLACE. 225 2,333 SY Dollars $ $ and Cents per SY 5' WIDE REINFORCED CONCRETE SIDEWALKS INTEGRAL WITH RETAINING WALL. (RETAINING WALL PAID FOR SEPARATELY) COMPLETE IN PLACE. 226 907 SY $ $ Dollars and Cents per SY 1 -23 REINF. CONCRETE RETAINING WALL INTEGRAL WITH CONCRETE SIDEWALKS, (SIDEWALK PAID FOR SEPARATELY) COMPLETE IN PLACE. 227 3,416 SF $ $ Dollars and Cents per SF FORMLINER FOR REINF. CONCRETE RETAINING WALL INTEGRAL WITH CONCRETE SIDEWALKS, (RETAINING WALL PAID FOR SEPARATELY) COMPLETE IN PLACE. 228 3,416 SF $ $ Dollars and Cents per SF INTEGRAL COLOR FOR REINF. CONCRETE RETAINING WALL INTEGRAL WITH CONCRETE SIDEWALKS, (RETAINING WALL PAID FOR SEPARATELY) COMPLETE 229 3,416 SF IN PLACE. $ $ 1 -24 Dollars and Cents per SF TXDOT SPREAD FOOTING RETAINING WALL "RW 1 (H) C (MOD) ", COMPLETE IN PLACE. 230 5,768 SF Dollars $ $ and Cents per SF FORMLINER FOR TXDOT SPREAD FOOTING RETAINING WALL "RW 1 (H) C (MOD) ", (RETAINING WALL PAID FOR SEPARATELY) COMPLETE IN PLACE. 231 5,768 SF $ $ Dollars and Cents per SF INTEGRAL COLOR FOR TXDOT SPREAD FOOTING RETAINING WALL "RW 1 (H) C (MOD) ", (RETAINING WALL PAID FOR SEPARATELY) COMPLETE IN PLACE. 232 5,768 SF $ $ Dollars and Cents per SF TEMPORARY ASPHALT PAVEMENT (2" HMAC), COMPLETE IN PLACE. 233 1,846 SY Dollars $ $ and Cents per SY 1 -24 1 -25 TEMPORARY ASPHALT PAVEMENT (2" HMAC WITH 4" AGGREGATE BASE), COMPLETE IN PLACE. 234 159 SY Dollars $ $ and Cents per SY RAISED PAVEMENT MARKERS, CLASS C, TYPE W, COMPLETE IN PLACE. 235 28 EA Dollars $ $ and Cents per EA RAISED PAVEMENT MARKERS, CLASS C, TYPE I -C, COMPLETE IN PLACE. 236 6 EA Dollars $ $ and Cents per EA RAISED PAVEMENT MARKERS, CLASS C, TYPE I -R, COMPLETE IN PLACE. 237 8 EA Dollars $ $ and Cents per EA RAISED PAVEMENT MARKERS, CLASS C, TYPE II A -A, COMPLETE IN PLACE. 238 948 EA Dollars $ $ and Cents per EA 18" WHITE, SOLID TYPE I PAVEMENT MARKINGS, COMPLETE IN PLACE. 239 572 LF Dollars $ $ and Cents per LF PAVEMENT MARKING SYMBOLS, COMPLETE IN PLACE. 240 4 EA Dollars $ $ and Cents per EA TREE REMOVAL AND DISPOSAL, COMPLETE IN PLACE. 241 77 EA Dollars $ $ and Cents per EA 1 -25 Iimel TREE INSTALLATION, COMPLETE IN PLACE. 242 6 EA Dollars $ $ and Cents per EA TURF ESTABLISHMENT, COMPLETE IN PLACE 243 5,092 SY Dollars $ $ and Cents per SY REMOVE AND REPLACE METAL BEAM GUARD FENCE, COMPLETE IN PLACE. 244 332 LF Dollars $ $ and Cents per LF INSTALL TxDOT PR -1 RAILING, COMPLETE IN PLACE. 245 672 LF Dollars $ $ and Cents per LF REMOVE AND REPLACE 4 -FOOT WIRE MESH FENCE WITH WOOD POSTS TO MATCH EXISTING, COMPLETE IN PLACE. 246 140 LF $ $ Dollars and Cents per LF IRRIGATION SYSTEM REPAIR /ADJUSTMENT, COMPLETE IN PLACE. 247 1 LS Dollars $ $ and Cents per LUMP SUM REMOVE AND RESET TRAFFIC SIGNS, COMPLETE IN PLACE. 248 6 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL NEW TRAFFIC SIGNS, COMPLETE IN PLACE. 249 6 EA Dollars $ $ and Cents per EA Iimel 1 -27 CONSTRUCT BARRIER FREE RAMP AT INTERSECTION, COMPLETE IN PLACE. 250 19 EA Dollars $ $ and Cents per EA CONSTRUCT BARRIER FREE RAMP AT ALLEY, COMPLETE IN PLACE. 251 2 EA Dollars $ $ and Cents per EA 4 -INCH THICK REINFORCED CONCRETE MOW STRIP AT SPREAD FOOTING RETAINING WALLS, COMPLETE IN PLACE. 252 255 SY $ $ Dollars and Cents per SY TXDOT MODIFIED C411 CONCRETE RAIL ON SPREAD FOOTING RETAINING WALL, COMPLETE IN PLACE. 253 550 LF Dollars $ $ and Cents per LF METAL BEAM GUARD RAIL TRANSITION, COMPLETE IN PLACE. 254 1 EA Dollars $ $ and Cents per EA GROUT ABANDONED STORM SEWERS WITH FLOWABLE FILL, COMPLETE IN PLACE. 255 280 CY Dollars $ $ and Cents per CY FURNISH /INSTALL12" RCP (CL III), COMPLETE IN PLACE. 301 16 LF Dollars $ $ and Cents per LF FURNISH /INSTALL 18" RCP (CL III), COMPLETE IN PLACE. 302 537 LF Dollars $ $ and Cents per LF 1 -27 309 13 EA Dollars $ $ and Cents per EA INLET EXTENSIONS FOR TYPE I INLET, COMPLETE IN PLACE. 310 21 EA $ $ Dollars and Cents per EA 1 -28 FURNISH /INSTALL 21" RCP (CL III), COMPLETE IN PLACE. 303 251 LF Dollars $ $ and Cents per LF FURNISH /INSTALL 24" RCP (CL III), COMPLETE IN PLACE. 304 401 LF Dollars $ $ and Cents per LF FURNISH /INSTALL 30" RCP (CL III), COMPLETE IN PLACE. 305 191 LF Dollars $ $ and Cents per LF FURNISH /INSTALL 36" RCP (CL III), COMPLETE IN PLACE. 306 574 LF Dollars $ $ and Cents per LF TRENCH SAFETY SYSTEM FOR STORM DRAINAGE CONSTRUCTION, COMPLETE IN PLACE. 307 1,970 LF Dollars $ $ and Cents per LF STORM DRAIN MANHOLE STRUCTURE, COMPLETE IN PLACE. 308 1 EA Dollars $ $ and Cents per EA TYPE 1 INLET, COMPLETE IN PLACE. 309 13 EA Dollars $ $ and Cents per EA INLET EXTENSIONS FOR TYPE I INLET, COMPLETE IN PLACE. 310 21 EA $ $ Dollars and Cents per EA 1 -28 Iixi FURNISH AND INSTALL 2'X2' DROP INLET WITH CONCRETE CURB, COMPLETE IN PLACE. 311 1 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL 2'X2' DROP INLET, COMPLETE IN PLACE. 312 1 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL CONNECTION TO EXISTING STORM DRAIN MANHOLE, COMPLETE IN PLACE. 313 1 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL 10" (SCHEDULE 40) PVC PIPE AND CONNECT TO EX. STORM PIPING, COMPLETE IN PLACE. 314 14 LF $ $ Dollars and Cents per LF FURNISH AND INSTALL 14 -INCH GRATE INLET, COMPLETE IN PLACE. 315 1 EA Dollars $ $ and Cents per EA 8" PVC WASTEWATER PIPE (SDR -35), COMPLETE IN PLACE. 401 148 LF Dollars $ $ and Cents per LF WASTEWATER MAINLINE CLEANOUT, COMPLETE IN PLACE. 402 1 EA Dollars $ $ and Cents per EA Iixi CONNECTION TO EXISTING WASTEWATER MANHOLE, COMPLETE IN PLACE. 403 1 EA Dollars $ $ and Cents per EA SANITARY SEWER SERVICE, COMPLETE IN PLACE. 404 1 EA Dollars $ $ and Cents per EA TRENCH SAFETY & SUPPORT - SAN. SEWER, COMPLETE IN PLACE. 405 148 LF Dollars $ $ and Cents per LF IQYI] 8" PVC WATER PIPE, COMPLETE IN PLACE. 501 70 LF Dollars $ $ and Cents per LF 6" PVC WATER PIPE, COMPLETE IN PLACE. 502 75 LF Dollars $ $ and Cents per LF 12" GATE VALVE, COMPLETE IN PLACE. 503 1 EA Dollars $ $ and Cents per EA 8" GATE VALVE, COMPLETE IN PLACE. 504 1 EA Dollars $ $ and Cents per EA 6" GATE VALVE, COMPLETE IN PLACE. 505 3 EA Dollars $ $ and Cents per EA IQYI] 1 -31 CUT & PLUG EX. WATERLINE, REGARDLESS OF SIZE, COMPLETE IN PLACE. 506 1 EA Dollars $ $ and Cents per EA CONNECT TO EX. 12" WATERLINE, COMPLETE IN PLACE. 507 2 EA Dollars $ $ and Cents per EA CONNECT TO EX. 8" WATERLINE, COMPLETE IN PLACE. 508 1 EA Dollars $ $ and Cents per EA INSTALL FIRE HYDRANT AND VALVE ASSEMBLY, COMPLETE IN PLACE. 509 3 EA Dollars $ $ and Cents per EA TRENCH SAFETY & SUPPORT — WATERLINE, COMPLETE IN PLACE. 510 229 LF Dollars $ $ and Cents per LF 10" WATER MAIN LOWERING AT PAVING STA 25 +75, COMPLETE IN PLACE. 511 1 LS Dollars $ $ and Cents per LUMP SUM FURNISH AND INSTALL NEW 1" WATER SERVICE, COMPLETE IN PLACE. 512 2 EA Dollars $ $ and Cents per EA TRAFFIC SIGNAL INSTALLATION AT MACARTHUR BLVD. AND DEFOREST ROAD, COMPLETE IN PLACE. 601 1 EA Dollars $ $ and Cents per EA 1 -31 1 -32 TRAFFIC SIGNAL POLE WITH 28 -FOOT MAST ARM, COMPLETE IN PLACE. 602 1 EA Dollars $ $ and Cents per EA TRAFFIC SIGNAL POLE WITH 32 -FOOT MAST ARM, COMPLETE IN PLACE. 603 1 EA Dollars $ $ and Cents per EA TRAFFIC SIGNAL POLE WITH 36 -FOOT MAST ARM, COMPLETE IN PLACE. 604 1 EA Dollars $ $ and Cents per EA TRAFFIC SIGNAL POLE WITH 44 -FOOT MAST ARM, COMPLETE IN PLACE. 605 1 EA Dollars $ $ and Cents per EA PEDESTRIAN SIGNAL POLE, COMPLETE IN PLACE. 606 2 EA Dollars $ $ and Cents per EA TRAFFIC SIGNAL POLE FOUNDATION TYPE 24 -A, COMPLETE IN PLACE. 607 12 LF Dollars $ $ and Cents per LF TRAFFIC SIGNAL POLE FOUNDATION TYPE 30 -A, COMPLETE IN PLACE. 608 24 LF Dollars $ $ and Cents per LF TRAFFIC SIGNAL POLE FOUNDATION TYPE 36 -A, COMPLETE IN PLACE. 609 28 LF Dollars $ $ and Cents per LF 1 -32 1 -33 TRAFFIC SIGNAL CONTROLLER FOUNDATION, COMPLETE IN PLACE. 610 1 LS Dollars $ $ and Cents per LUMP SUM 3- SECTION SIGNAL HEAD WITH BACKPLATE, COMPLETE IN PLACE. 611 8 EA Dollars $ $ and Cents per EA 5- SECTION SIGNAL HEAD WITH BACKPLATE, COMPLETE IN PLACE. 612 4 EA Dollars $ $ and Cents per EA PEDESTRIAN SIGNAL SECTIONS, COMPLETE IN PLACE. 613 8 EA Dollars $ $ and Cents per EA PEDESTRIAN PUSH BUTTON AND SIGN ASSEMBLIES, COMPLETE IN PLACE. 614 8 EA Dollars $ $ and Cents per EA UNI- DIRECTIONAL OPTICOM DETECTOR, COMPLETE IN PLACE. 615 1 LS Dollars $ $ and Cents per LUMP SUM VIDEO IMAGING VEHICLE DETECTION SYSTEM, COMPLETE IN PLACE. 616 1 LS Dollars $ $ and Cents per LUMP SUM 12 STRAND CORNING ANYLAN PRE - TERMINATED FIBER CABLE, COMPLETE IN PLACE. 617 1,067 LF Dollars $ $ and Cents per LF 1 -33 CONSTRUCT 2 -INCH PVC, SCHEDULE 40, CONDUIT, COMPLETE IN PLACE. 618 890 LF Dollars $ $ and Cents per LF CONSTRUCT 4 -INCH PVC, SCHEDULE 40, CONDUIT, COMPLETE IN PLACE. 619 85 LF Dollars $ $ and Cents per LF CONSTRUCT 4 -INCH PVC, SCHEDULE 40, CONDUIT BY OTHER THAN OPEN CUT (BORE), COMPLETE IN PLACE. 620 360 LF Dollars $ $ and Cents per LF GROUND BOX TYPE C, COMPLETE IN PLACE. 621 8 EA Dollars $ $ and Cents per EA 3 CONDUCTOR (NO. 6) GAUGE WIRE, COMPLETE IN PLACE. 622 210 LF Dollars $ $ and Cents per LF 1 CONDUCTOR (NO. 6) GAUGE BARE WIRE, COMPLETE IN PLACE. 623 1,331 LF Dollars $ $ and Cents per LF 1 CONDUCTOR (NO. 8) GAUGE WIRE, COMPLETE IN PLACE. 624 975 LF Dollars $ $ and Cents per LF 1 CONDUCTOR (NO. 12) GAUGE WIRE, COMPLETE IN PLACE. 625 3,880 LF Dollars $ $ and Cents per LF 1 -34 1 -35 OPTICOM CABLE, COMPLETE IN PLACE. 626 725 LF Dollars $ $ and Cents per LF VIDEO CABLE, COMPLETE IN PLACE. 627 616 LF Dollars $ $ and Cents per LF POWER SERVICE AND PEDESTAL EQUIPMENT, COMPLETE IN PLACE. 628 1 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL MISCELLANEOUS SIGN ASSOCIATED WITH TRAFFIC SIGNAL MAST ARMS, COMPLETE IN PLACE. 629 1 LS $ $ Dollars and Cents per LUMP SUM 5 CONDUCTOR (NO. 14) GAUGE WIRE, COMPLETE IN PLACE. 630 358 LF Dollars $ $ and Cents per LF 7 CONDUCTOR (NO. 14) GAUGE WIRE, COMPLETE IN PLACE. 631 205 LF Dollars $ $ and Cents per LF 10 CONDUCTOR (NO. 12) GAUGE WIRE, COMPLETE IN PLACE. 632 160 LF Dollars $ $ and Cents per LF 20 CONDUCTOR (NO. 12) GAUGE WIRE PER TxDOT, COMPLETE IN PLACE. 633 482 LF Dollars $ $ and Cents per LF 1 -35 TOTAL BASE BID PRICE (A) (Total of Items 101 thru 637): $ TOTAL TANGIBLE PERSONAL PROPERTY: $ BID SUMMARY (A) TOTAL BASE BID, ITEMS #101 THRU #637: TOTAL CALENDAR DAYS: (B) TOTAL CALENDAR DAYS X $1000.00 BASIS FOR COMPARISON OF BIDS = A + B: Iirrel FURNISH AND INSTALL UPS SYSTEM, COMPLETE IN PLACE. 634 1 EA Dollars $ $ and Cents per EA FURNISH AND INSTALL ILLUMINATED STREET NAME SIGN ON TRAFFIC SIGNAL MAST ARM, COMPLETE IN PLACE. 635 4 EA $ $ Dollars and Cents per EA TRAFFIC SIGNAL CONFIRMATION RED LIGHT WITH ENFORCEMENT PANEL IN CABINET, COMPLETE IN PLACE. 636 4 EA $ $ Dollars and Cents per EA CABINET MOUNTED COMMUNICATION EQUIPMENT, COMPLETE IN PLACE. 637 1 LS Dollars $ $ and Cents per LUMP SUM TOTAL BASE BID PRICE (A) (Total of Items 101 thru 637): $ TOTAL TANGIBLE PERSONAL PROPERTY: $ BID SUMMARY (A) TOTAL BASE BID, ITEMS #101 THRU #637: TOTAL CALENDAR DAYS: (B) TOTAL CALENDAR DAYS X $1000.00 BASIS FOR COMPARISON OF BIDS = A + B: Iirrel The bid with the lowest amount for A + B will be considered the low bid. The award of the contract amount will be on the basis of the base bid (A) only. NOTE: A TIME BID OF MORE THAN 400 CALENDAR DAYS SHALL BE CONSIDERED NON - RESPONSIVE AND WILL BE REJECTED 8. BIDDER agrees that all Work awarded will be completed within Calendar Days. Contract time will commence to run as provided in the Contract Documents. 9. Communications concerning this Bid shall be addressed to the address of BIDDER indicated on the applicable signature page 10. 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). 11. 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 -37