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