ST9401-BD 980430 (3) W&A #94-093
PAVING & DRAINAGE
SECTION P
PROPOSAL
FOR
PAVING AND DRAINAGE IMPROVEMENTS
TO DENTON-TAP ROAD
FROM COTTONWOOD CREEK TO STATE HIGHWAY No. 121 BYPASS
Coppell, Texas
Date: March 1998
TO:
THE CITY OF COPPELL
255 Parkway Boulevard
P. O. Box 478
Coppell, Texas 75019
Gentlemen:
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, including without limitation those dealing with the disposition of Bid security.
This Bid will remain subject to acceptance for ninety days after the day of Bid opening. BIDDER will
sign and submit the Agreement with the Bonds and other documents required by the Bidding
Requirements within fifteen 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:
3.1. BIDDER has examined copies of all the Bidding Documents and of the following Addenda
(receipt of which is hereby acknowledged):
DATE NUMBER
/-/~z7 -IF~ df 'g
3.2. 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.
3.3. BIDDER has studied carefully all reports and drawings of subsurface conditions and drawings
of physical conditions which are identified in the Supplementary Conditions as provided in paragraph
P-1 of 39
SECTION P-PROPOSAL
W&A#94-093
PAVING & DRAINAGE
4.2 of the General Conditions, and accepts the determination set forth in paragraphs SC-4.2.1.1 and
SC-4.2.1.2 of the Supplementary Conditions of the extent of the technical data contained in such
reports and drawings upon which BIDDER is entitled to rely.
3.4. 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 3.3 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 the Work at the Contract
Price, within the Contract Time and in accordance with the other terms and conditions of the
Contract Documents, including specifically the provisions of paragraph 4.2 of the General
Conditions; and no additional examinations, investigations, explorations, tests, reports or similar
information or data are or will be required by BIDDER for such purposes.
3.5. 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
: ',--k- at ~,~ Contract Pdce, within the Contract Time and in accordance with the other terms and
cot, .... ,~,,~ ,:', the Contract Documents, including specifically the provisions of paragraph 4.3 of the
General ;-anditions.
-'-".r~ER has correlated the results of all such observations, examinations, investigations.
explorations, tests, reports and studies with the terms and conditions of the Contract Documents.
3.7. BIDDER has given ENGINEER wdtten notice of all conflicts, errors or discrepancies that it has
discovered in the Contract Documents and the wdtten resolution thereof by ENGINEER is
acceptable to BIDDER.
4. 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 bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other
BIDDER or over OWNER.
5. BIDDER will complete the Work for the pdces indicated in the following schedule:
P-2 of 39
~SECTION P ' PROPOSAL
QUAN, UNIT
DESCRIPTION & PRICE IN WORDS
pAVING , DRAINAGE & WATER IMPROVEMENTS
Unclassified street excavation, including
placing excavated materials as
controlled-density fill as specified,
complete for the sum of
FI V'F DOLLARS
and /t~r..P CENTS
per Cubic Yard.
Controlled-density fill for roadway
embankment, complete for the sum of
DOLLARS
and _% I~ i/f~,'r,/' )~) v,,,' CENTS
per Cubic Yard.
~ 6,190 CY
/
~ 2. 26,991 CY
r: 3. 23,601
CY
Imported sandy clay borrow matedal
with liquid limit less than 45 and a
plasticity index less than 25, complete
for the sum of
S 1 x DOLLARS
and F/F'rT' CENTS
per Cubic Yard.
4. 22.4 STA
Right-of-way preparation including
removal of all items not specified by a
specific pay item fences and trees,
complete for the sum of
~lx JhJ,~DFJr~I;DOLLARS
and /'l/n CENTS
per Station.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
S' 7J- $ 1.5".<' ; ? F5~--~---
P-3 of 39
SECTION
~EM
NO.
p-pROPOSAL
QUAN, UNIT
1,856 SY
266 LF
I LS
1 LS
DESCRIPTION & PRICE IN WORDS
Remove existing concrete street
pavement and dispose off-site,
complete for the sum of
FF)/4 Iz- DOLLARS
and /L~ CENTS
per Square Yard.
Remove existing Rolled Asphalt Curb
and dispose off-site, complete for the
sum of
DOLLARS
and ~o CENTS
per Linear Foot.
Remove existing Bddge over Denton
Creek, break off piers to 1 '-0" below
proposed grade, remove abutments and
dispose off-site, complete for the sum of
F/PrTE/4,./tT
-FII/Z~ 'T'/J~/J ,,FV n/.L/ DOLLARS
and A20 CENTS
per Lump Sum.
Dismantle existing 12" Water Line
attached to existing bridge over Denton
Creek, including removal of 12" gate
valves as indicated in plans and deliver
to city storage yard, complete for the
sum of
DOLLARS
and ,1)o CENTS
per Lump Sum.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ 7qzq'
" $ I o tl '
P-4 of 39
~~TION N
I~EOM' QUA ·
9, 285
p.pROPOSAL
UNIT
LF
I LS
11.
2 EA
12
95 LF
13.
2 EA
DESCRIPTION & PRICE IN WORDS
Remove existing Metal Beam Guard
Fence, complete for the sum of
FIZg DOLLARS
and /~n CENTS
per Linear Foot.
Remove and replace City Park Exercise
Warm-up Area to equal or better
condition, complete for the sum of
F I/-~- T#O/,/.r-~/!~ DOLLARS
and Nr) CENTS
per Lump Sum.
Remove and dispose off-site existing
curb inlet & concrete flume at Station
201 +50, complete for the sum of
DOLLARS
and A~ CENTS
per Each.
Remove and dispose off-site existing
48" R.C.P. Storm Drain Pipe, complete
for the sum of
EitT/-/-~/t2 DOLLARS
and /L/C) CENTS
per Linear Foot.
Remove and dispose off-site existing
48" Sloping Headwall, complete for the
sum of
F/fiT'~'~.,A/ ~#/J~p DOLLARS
and /,/'O CENTS
per Each.
W&A #94-093
PAVING & DRAINAGE
U N IT TOTAL
PRICE PRICE
_~- - s / yz, s' '
7r3o" $ i ,-/o~ '
)~' $ 17/o'
P-5 of 39
I[ F '!!' -
16
p, pROPOSAL
QUAN- UNIT
1 LS
I LS
18,943 SY
17. 284.1 TON
18.
17,764 SY
DESCRIPTION & PRICE IN WORDS
Remove and dispose off-site existing 2-
10'x5' Multiple Box Culvert, including
headwalls, complete for the sum of
')"'/xJ~'_)~fy '~nu_~,ui'bDOLLARS
and fty~ CENTS
per Lump Sum.
Remove and dispose off-site existing 2-
6'x5' Multiple Box Culvert, including
headwalls, complete for the sum of
DOLLARS
and /IJo CENTS
per Lump Sum.
Preparation and manipulation of 6" lime
stabilized subgrade, complete for the
sum of
C)/z2E DOLLARS
and T'/xJf_yurr',~y~CENTS
per Square Yard.
Hydrated Lime, complete for the sum of $
and
per Ton.
DOLLARS
CENTS
8" 3,000 PSI reinforced concrete street
pavement including integral curb,
complete for the sum of
T/,~rfvTY' '77-J~-E DOLLARS
and ,/2//~ CENTS
per Square Yard.
UNIT
PRICE
W&A #94-093
'PAVING & DRAINAGE
TOTAL
PRICE
$ ~ ~:~:::~ -
P-6 of 39
!.!i~TiON p. pROPOSAL
,-15M QUAN. UNIT
:19 253 SY
i
~,0. 802 SY
;21. 915 SY
22. 12 SY
23. 34 LF
DESCRIPTION & PRICE IN WORDS
6" 3,000 PSI reinforced concrete
ddveway pavement including integral
curb, complete for the sum of
')'~J)~.l-~ 7"~,~;"~"~ DOLLARS
and fZ2o CENTS
per Square Yard.
5' wide 4" 3,000 PSI concrete sidewalk
including reinforcing steel, complete for
the sum of
T E UFy' DOLLARS
and ///O CENTS
per Square Yard.
Brick Pavers per City Detail Sheet SD7
including 6" 3,000 PSI reinforced
concrete base, complete for the sum of
-<-,IX T'r' DOLLARS
and /t/r) CENTS
per Square Yard.
4' Wide 3000 PSI concrete flume per
Detail on Sheet 3 of the plans, complete
in place for the sum of
DOLLARS
and A/r3 CENTS
per Square Yard.
6" Rolled Asphalt Curb per Detail on
Sheet 3 of the plans, complete for the
sum of
DOLLARS
and AJ~;~ CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ '/'7 '
$ _cq ?oo'
P-7 of 39
i :~CTION
i
~26,
27.
p.pROPOSAL
QUAN. UNIT
46 SY
575 LF
1 LS
755 SY
DESCRIPTION & PRICE IN WORDS
6' Wide Compacted Limestone
Screenings Jogging Path, complete for
the sum of
DOLLARS
and ,4/cO CENTS
per Square Yard.
Metal Beam Guard Fence, including 25'
Terminal Anchor Section, terminal
connection at wingwall, rails and posts
per City Detail Sheet SD3, complete for
the sum of
T/~J~rr~ ~_ DOLLARS
and A/,-'~ CENTS
per Linear Foot.
Place minimum 4" topsoil and
hydromulch seed parkways and slopes,
complete for the sum of
7"ldE/urr y /:2 ~/~ T~{/~t(Z~LLARS
and /Vt3CENTS
per Lump Sum.
Grade and prepare existing pavement
edge and place 2" Type "D" HMAC
temporary pavement surface on 6"
compacted flexible base, complete for
the sum of
DOLLARS
and ///'~:;ENTS
per Square Yard.
· W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
TOTAL
PRICE
/-In- $ J ~qo '
z <" $ I ./../ .~ 7L <""
P-8 of 39
~ ROPOSAL
QUAN.UNIT
~28, 538 EA
~29. 420 EA
30. 5 SY
6 EA
32.
601 LF
DESCRIPTION & PRICE IN WORDS
Reflectorized P-15W 4" White pavement
markers per City Detail Sheet SD2,
complete for the sum of
~ E m./fj~l DOLLARS
and I¢llrTY CENTS
per Each.
Non-reflectorized P-7W 4" White
pavement markers per City Detail Sheet
SD2, complete for the sum of
DOLLARS
and F'iFI'~r'CENTS
per Each.
Furnish and Install 6" to 8" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
DOLLARS
and ,/~/,o CENTS
per Square Yard.
Pull (Service) Box per City Detail Sheet
SD15, complete for the sum of
and A,4-~ CENTS
per Each.
3" Schedule 40 P.V.C., pipe conduit for
traffic signals and street lighting,
complete in place including end plugs
and markers for the sum of
,/~z~/,J~ DOLLARS
and ~y~/x/'/"'/~ CENTS
per Linear Foot,
UNIT
PRICE
W&A #94-093
~AVING & DRAINAGE
TOTAL
PRICE
Z ~'---'-~ $ los'o'
P-9 of 39
36.
37.
p,pROPOSAL
QUAN. UNIT
290 LF
198 LF
382 LF
95 LF
204 LF
DESCRIPTION & PRICE IN WORDS
0' to 4' Tall Gravity Retaining Wall and
Tree Wells per Detail on Sheet 41 of the
Plans, complete in place for the sum of
DOLLARS
and ~,~ CENTS
per Linear Foot.
4' to 6' Tall Gravity Retaining Wall and
Tree Wells per Detail on Sheet 41 of the
Plans, complete in place for the sum of
ONe-//~yQF~-I~ ,=)FPr-=/,eDOLLARS
and tt,'r~ CENTS
per Linear Foot.
Pedestrian Handrail per Detail on Sheet
41 of the Plans, complete for the sum of
THleT-r
DOLLARS
and 7un CENTS
per Linear Foot.
8" P.V,C. Storm Drain Pipe, complete in
place including trench, bedding, and
backfill, for the sum of
'F}/IgT'r 'T'~ DOLLARS
and ~ CENTS
per Linear Foot.
21" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
DOLLARS
and fZ/r_D CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
F;AVING & DRAINAGE
TOTAL
PRICE
$ A.<'~ ~r)'
$ 3o b
$ I $370
P-10 of 39
!
~CTION
I0.
p,pROPOSAL
QUAN- UNIT
93 LF
135 LF
110 LF
316 LF
DESCRIPTION & PRICE IN WORDS
27" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
F I FTT" DOLLARS
and /f Jr,.) CENTS
per Linear Foot.
30" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
S Ix "FY DOLLARS
and k2o CENTS
per Linear Foot.
33" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
DOLLARS
and /L/c;> CENTS
per Linear Foot.
36" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
,,~-/Z=z ,/-/T/Y' DOLLARS
and A/r) CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ q6s'o -
~0 ' $ F5 inn '
7r) ' $ 7 7ever '
P-11 of 39
!
ECT1ON P ' pROPOSAL
[EM QUAN.
UNIT
170 LF
172 LF
311 LF
247 LF
DESCRIPTION & PRICE IN WORDS
45" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
and /f j,9 CENTS
per Linear Foot.
51" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
/DUE///,/7,up~,~'j~ ,/~JE~)" ,~E)~OLLARS
and i. JoCENTS
per Linear Foot.
54" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
~)f2~;/,/z/~,~ _-~XfZ'DOLLARS
and A/'/9 CENTS
per Linear Foot.
60" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, and backfill, for the sum of
and /'L/OCENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PA~ING & DRAINAGE
TOTAL
PRICE
/ ~ $ 7-1 um'
./q,-<'' $ 7-4 ?z/n -
//~ $ z/? 7~:~
P-12 of 39
,~CTION
50,
p.pROPOSAL
QUAN. UNIT
195 LF
5 EA
I EA
2 EA
I EA
DESCRIPTION & PRICE IN WORDS
60" Class IV R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, and backfill, for the sum of
7'Az~/,/L/~/~F.t> J'~F/"'Y DOLLARS
and ~ CENTS
per Linear Foot.
10' Recessed Curb Inlet per City Detail
Sheet SD10, complete for the sum of
'T'/TjF,~/'ry'
and
per Each.
.z//./~TZ~,'~.'Z>DOLLARS
CENTS
12' Recessed Curb Inlet per City Detail
Sheet SD10, complete for the sum of
TldEgO']~ E/~IIf'J//.,x./Z3F--trJ,~DOLLAR S
and /t/r_.~ CENTS
per Each.
3'x3' Drop Inlet per City Detail Sheet
SD12, complete for the sum of
TlxJr_d7r' f/,~o /~//,~,E[J) DOLLARS
and /1//3 CENTS
per Each.
Special Grate Inlet per Detail on Sheet
31 of the Plans, complete for the sum of
and
per Each.
T'A/~,xP'--~x/J'~DOLLARS
//./,~ CENTS
W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
TOTAL
PRICE
,~.r~" $ ] 7_,,_~*,~c -
P-13 of 39
55
p.pROPOSAL
QUAN. UNIT
I EA
3 LF
118 LF
15 EA
2 EA
DESCRIPTION & PRICE IN WORDS
60" Type "B" Headwall, complete for the
sum of
Foz-i~_~ T'~<R,~,r> DOLLARS
and z~)~ CENTS
per Each.
3' Wide 2:27 Concrete Trench Backfill or
C.T.B. to base of bddge ~ncmte
dpmp, complete for the sum of
and ~ CENTS
per Linear Foot.
Asphalt Pavement Removal and Repair
at Denton-Tap Road crossing including
sawing breakout groove, C.T.B. ba~fill,
and 2" Type "D" HMAC patch, ~mplete
for the sum of
~/~y DOLORS
and ~ CENTS
per Linear Foot.
adjust existing water line gate valve box
to grade, complete for the sum of
'7"~.do IlufuD~-f~I~ DOLLARS
and b'D CENTS
per Each.
Adjust existing sanitary sewer manhole
to grade, complete for the sum of
<FvFx-.//~dz>F-Io F)FFYDOLLARS
and be, CENTS
per Each.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ /-/de:~ '
.S'CZ::>"" $ ,I S"~O"
P-14 of 39
i ~CTION
.60.
p.pROPOSAL
QUAN- UNIT
3 EA
I EA
23 LF
38 If
1 LS
DESCRIPTION & PRICE IN WORDS
Relocate or Adjust to grade existing fire
hydrants, complete including fittings,
blocking and all work, for the sum of
Tuao T':Be~t.F.~4~4"> DOLLARS
and ,~v'r3 CENTS
per Each.
Lower existing 12" water line centered at
storm drain crossing per detail on Sheet
3 of the plans, complete for the sum of
Fo/~ ~ #/d,v~ DOLLARS
and /V~ CENTS
per Each.
6" P.V.C. DR-14 Water Line including
trench, embedment and backfill,
complete for the sum of
DOLLARS
and /t~ CENTS
per Linear Foot.
16" D.I. Class 250 Polywrapped Water
Line including trench, embedment and
backfill, complete for the sum of
r~'//z.~/z~-$J-2 ~,~)E)OLLARS
and A/'o CENTS
per Linear Foot.
Elevated 16" Water Line Crossing at
West Bridge including connections to
bridge, foundations, steel supports and
connections, 16" D.I. Water Line, straps
and paint, complete for the sum of
?'id Eif)TY ~ V~ Th/azt M w /) D O L LA R S
and ,/Jr_) CENTS
per Lump Sum.
UNIT
PRICE
. W&A #94-093
PaViNg & DRAINAGE
TOTAL
PRICE
$ ~,~ -
P-15 of 39
~T~N1ONP-PROPOSAL
,,~ OUAN. UNIT
2 EA
1 LS
63.
2 EA
64.
I EA
DESCRIPTION & PRICE IN WORDS
Relieve water pressure on existing line,
remove plug and blocking and connect
to existing 16" Water line, complete for
the sum of
F) L,,'E j-/qxyr>i,rb DOLLARS
and /jn CENTS
per Each.
Salvage and Install existing 2" Air
Release and Vacuum Valve on 16"
Water Main, including 2" galvanized
steel pipe, pipe and valve support
structure, insulation, and electrical
service, complete for the sum of
Fo,~T'/' R,,'F /,)#x,,Z:tr_-EF) DOLLARS
and /t~ CENTS
per Lump Sum.
2" Copper Water Service and Tap per
City Detail Sheet SD18, including 51
L.F. of Copper Line, Bronze Ball Valve
and Meter Box with Locked Lid,
complete for the sum of
T/c,~rru~ 7',z/~z~'
and //,/~, CENTS
per Each.
Fire Hydrant Assembly per City Detail
Sheet SD16, including hydrant
extensions and reflective marker,
complete in place for the sum of
7"~/~---,F-r 'T'~/-/_~/,..~yy> DOLLARS
and /L/,--~ CENTS
per Each.
W&A #94-093
PAVING & DRAINAGE
UNIT TOTAL
PRICE PRICE
P-16 of 39
Pi:! OSAL
1.0 TON
100 CY
1,820
1,688
LF
LF
69.
700 LF
DESCRIPTION & PRICE IN WORDS
Cast Iron Fittings, complete in place
including Polywrap, blocking and
accessories for the sum of
T/-/,eI~F_, Z"~,~c,f~,~ DOLLARS
and /~'<P CENTS
per Ton.
Crushed Stone at Unstable Trench
(exceeding normal bedding) complete
for the sum of
DOLLARS
and /Jt9 CENTS
per Cubic Yard.
Provide Trench Safety Systems for
Water and Storm Drain Improvements in
accordance with the Trench Safety Plan
and OSHA regulations for the sum of
.'Tu-z:~ DOLLARS
and ,4,'t~ CENTS
per Linear Foot.
Silt Fence non-reinforced complete for $
the sum of
O/t./~r DOLLARS
and //,/~ CENTS
per Linear Foot.
Silt Fence with reinforcing wire complete $
for the sum of
D,,'/2~ DOLLARS
and ,F~/rT')~ CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ ~-
$
/ ,r__e $ /z:2. ra '
P-17 of 39
pROPOSAL
QUAN. UNIT
70 8 EA
/'OTAL PARTS MATERIAL TAX EXEMPT
DESCRIPTION & PRICE IN WORDS
Install Inlet Treatment and Maintain
Erosion Control during Construction
Phase, for the sum of
and /Un
per Each.
LANDSCAPING & IRRIGATION - BASE BID
1. 7 LF
DOLLARS
CENTS
TOTAL - PART I
q Bb T~77 ""
2" Schedule 40 P.V.C. Irrigation Sleeve
installed 2'-0" deep including cap at
ends and tape to mark end of sleeve,
complete for the sum of
DOLLARS
2. 533 LF
and ~,,v'f,,~/r>" CENTS
per Linear Foot.
4" Schedule 40 P.V.C. Irrigation Sleeve
installed 2'-0" deep including cap at
ends and tape to mark end of sleeve,
complete for the sum of
DOLLARS
3. 302 LF
and .~y'f_,~/7 CENTS
per Linear Foot.
6" Schedule 40 P.V.C. Irrigation Sleeve
installed 2'-0" deep including cap at
ends and tape to mark end of sleeve,
complete for the sum of
~///'~ DOLLARS
/!~ CENTS
and
per Linear Foot. ,
UNIT
PRICE
W&A #94-093
PaViNg & DRAINAGE
TOTAL
PRICE
$
ZTq' $ /E~
P-18 of 39
:t~ :::lqON P ' pROPOSAL
: ;~
..~
QUAN UNIT
'
2 EA
1,700
LF
240 LF
320 LF
DESCRIPTION & PRICE IN WORDS
2" Water Service for landscape irrigation
system according to City Standard
Detail SD18, complete in place including
meter box for the sum of
DOLLARS
and A,'~> CENTS
per Each.
2" Double Check Valve for landscape
irrigation system according to City
Standard Detail SD18, complete in
place including meter box for the sum of
DOLLARS
and ~ CENTS
per Each.
2-1/2" P.V.C. pipe (200 P.S.I.) with
related fittings, complete in place for the
sum of
DOLLARS
and A~ CENTS
per Linear Foot.
2" P.V.C. pipe (200 P.S.I.) with related
fittings, complete in place for the sum of
DOLLARS
and /c"!,=7"Y' CENTS
per Linear Foot.
1-1/2" P.V.C. pipe (200 P.S.I.) with
related fittings, complete in place for the
sum of
DOLLARS
and A,'r
per Linear Foot.
CENTS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ 17,~:~ '
C~0 ' $ I ~d::~o -
' .~ ' $ ,,c"/t:z2 -
P-19 of 39
i10.
p.pROPOSAL
QUAN. UNIT
640 LF
1,620 LF
4,000 LF
13.
30 EA
70 EA
DESCRIPTION & PRICE IN WORDS
1-1/4" P.V.C. pipe (200 P.S.I.) with
related fittings, complete in place for the
sum of
O,4./.~ DOLLARS
and ,c)r/',r' CENTS
per Linear Foot.
1" P.V.C. pipe (200 P.S.I.) with related
fittings. complete in place for the sum of
DOLLARS
and /un CENTS
per Linear Foot.
3/4" P.V.C. pipe (200 P.S.I.) with related
fittings, complete in place for the sum of
DOLLARS
and /L/n CENTS
per Linear Foot.
Hunter PGP Rotary Heads, complete in
place for the sum of
DOLLARS
and .4,,~p CENTS
per Each.
Rainbird 1812 Spray Heads, complete in
place for the sum of
DOLLARS
and
per Each.
/Z/rP CENTS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
s -
$ qC~DO -
$ /Zoo-
$ / 7,r'O '
P~20 of 39
T
"~ OUAN. UNIT
,'o.
307 EA
15,000 LF
16
4 EA
17.
13 EA
2 EA
DESCRIPTION & PRICE IN WORDS
Rainbird 1804 Pop-up Spray Heads,
complete in place for the sum of
DOLLARS
and Nr) CENTS
per Each.
14 Gauge Wire, complete for the sum of $
DOLLARS
and rr/F 7'F--~,v' CENTS
per Linear Foot.
Irdtrol 1-1/2" 700 Sedes valve, fittings,
round valve box, wire connectors and
gravel, complete in place for the sum of
T/..,do /-.//,,,,~p2-~'. 19 DOLLARS
and /wt-D CENTS
per Each.
Irdtrol 2" 700 Series valve, fittings, round
valve box, wire connectors and gravel,
complete in place for the sum of
T~,d o ,//,Tx.,~2/Z ~. t~ ,19Ff f' DO LLA R S
and /u~ CENTS
per Each.
Mini-Clik freeze sensors, complete in
place for the sum of
(9/,//= #qx/Dl~fZ> ,z"~k'TY DOLLARS
and /t/D CENTS
per Each.
P-21 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$
? nn ' $ f::~m-
ZSo ' $ {z..rrD '
15" ' $ 'ZZ2fD -
C:I'ION P ' pROPOSAL
-~M OUAN. UNIT
~0.
i19. 2 EA
! 20. 13 EA
'21. 1 EA
22 I EA
10 EA
and
per Each·
DESCRIPTION & PRICE IN WORDS
Mini-Clik rain sensors, complete in place $
for the sum of
rPX/E://~/~:~.D~-/7~ DOLLARS
and /v,o CENTS
per Each.
Quick couplers, complete in place for $
the sum of
,%F//f ,~ry' /:'-/ ~ DOLLARS
and /fYrD CENTS
per Each.
MEI-IU-S-R 16-Station controller on $
stainless steel pedestal, complete in
place for the sum of
c~E vf zvr>,' /~/~/// ///-/,~/~t'~/~DOLLARS
and /Jr) CENTS
per Each.
MES-IS-S 8-Station controller on $
stainless steel pedestal, complete in
place for the sum of
7"//,cYJ~tz/b DOLLARS
/ty,,-> CENTS
Live Oak, 100 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
DOLLARS
and /!/~:p CENTS
per Each.
UNIT
PRICE
· W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ _'~,~<P -
7__<' - s 9 7,5' -
7,,<'c~p' s 7~'~-
7e:z~ - $ 7.oevr_,' -
P-22 of 39
'::~CTION P' pROPOSAL
-~- ' UNIT
m'EM OUAN.
12 EA
33 EA
26¸
32 EA
27.
8
28.
14 EA
DESCRIPTION & PRICE IN WORDS
Shumard Red Oak, 100 gallon container
with backfill, fertilizers and guying,
complete in place for the sum of
~t~.z/r~/ ~Q~c~r,,Jzf D DOLLARS
and /g,9 CENTS
per Each.
Cedar Elm, 100 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
DOLLARS
and ///r~ CENTS
per Each.
"Tuscarora" Crape Myrtle, 65 gallon
container with backfill, fertilizers and
staking, complete in place for the sum of
77/~--/r,r/-/z//uz:Tyj:::, ~k--77~ DOLLARS
and /vr-~ CENTS
per Each.
Aristocrat Pear, 65 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
rrbz/.g- IJq/uDyTY~ DOLLARS
and ~<:p CENTS
per Each.
Oklahoma Redbud, 30 gallon container
with backfill, fertilizers and staking,
complete in place for the sum of
DOLLARS
and /Z/C> CENTS
per Each.
UNIT
PRICE
W&A #9-4 093
PAVING & DRAIN,\GE
TOTAL
PRICE
$ ~/c~ · -
P-23 of 39
£CTION P ' pROPOSAL
QUAN. UNIT
8 EA
30.
14 EA
31
52 EA
32.
99 EA
33
1,675 EA
DESCRIPTION & PRICE IN WORDS
Austrian Pine, 30 gallon container with
backfill, fertilizers and staking, complete
in place for the sum of
'7'HEEr. H~J~uD,~/Tb DOLLARS
and A20 CENTS
per Each.
Leyland Cypress, 65 gallon container
with backfill, fertilizers and staking.
complete in place for the sum of
Fozty-- HTJ/dF~r}"~ DOLLARS
and ,n./r~ CENTS
per Each.
Maidengrass, 5 gallon with backfill and
fertilizers, complete in place for the sum
of
TL,JFx,'TY F/y',F,, DOLLARS
and //~-") CENTS
per Each.
Tam Juniper, 5 gallon with backfill and
fertilizers, complete in place for the sum
of
DOLLARS
and /L/c~ CENTS
per Each.
'Big Blue' Lidope, 4" pot with fertilizers,
complete in place for the sum of
DOLLARS
and
per Each.
CENTS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$
2_Z,' $ ZJ 2F5 '
P-24 of 39
, C'T1ON P ' pROPOSAL
UNITJO ·
i 797 EA
~,,~
~ 35 3,336 SF
3,336 SF
37. 172 LF
38 I LS
DESCRIPTION & PRICE IN WORDS
Purple Wintercreeper, 1 gallon with
fertilizer, complete in place for the sum
of
and
DOLLARS
CENTS
per Each.
4" Bed preparation with fertilizer,
complete in place for the sum of
and
per Square Foot.
DOLLARS
CENTS
2" Mulch Topdressing, complete in place $
for the sum of
~;,f,,'~ DOLLARS
and /¢/<:::2 CENTS
per Square Foot.
4" Steel Bed Edging, complete in place $
for the sum of
and
per Each.
DOLLARS
CENTS
Hydromulch Bermuda Grass or
Hydromulch Rye Grass (estimated
55,636 square feet), complete in place
for the sum of
<::::KI/Kft/ 7'//,'Y-I ~<~,'p DOLLARS
and ///~::> CENTS
per Lump Sum,
UNIT
PRICE
W&A #94-093
PA~VING & DRAINAGE
TOTAL
PRICE
$
P-25 of 39
! ':~,CTION P ' pROPOSAL
QUAN. UNIT
~'.,~
DESCRIPTION & PRICE IN WORDS
OTAL pARTS MATERIAL TAX EXEMPT
A.__~_T.~R_LTERNATE BID - LANDSCAPING
I LS
~;:
TOTAL - PART II BASE BID
s ' l '11, 11o Fe' '
~ bt~O'
Herbicide and scalp ryegrass (estimated
55,636 square feet) the following spdng
after initial planting and overseed with
Bermuda Grass to establish a
permanent turf grass, complete in place
for the sum of
FIt/E- TI4'os</In,/D DOLLARS
and /2L~ CENTS
per Lump Sum.
FOTAL PARTS MATERIAL TAX EXEMPT
~1. BRIDGE - BASE BID
~ 1. 1,462 SY
TOTAL PART II - ALTERNATE BID
(Part II Base Bid - Item 38 + Part II ALTERNATE BID Item 38A)
6" 3,000 PSI Reinforced Concrete
Riprap for channel slope protection and
Hike and Bike Trail, including reinforcing
steel and jointing per Detail on Sheet
23A of the Plans, complete for the sum
of
DOLLARS
and fV~ CENTS
per Square Yard.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
s Iqt, llo-r°
.C'n- $ 731c:vD '
P-26 of 39
. pROPOSAL
UNIT
ouAN.
534 CY
".3. 4 EA
4 10,912 SF
5. 53 SY
DESCRIPTION & PRICE IN WORDS
Furnish and Install 18" Gabion Baskets
per notes on Sheet 23A of the Plans
and project specifications, including
geotextile, wire baskets, stone, and all
materials, labor and work to complete
the baskets in place for the sum of
~::>NE Ii/,INI2;'i'C:;' -~./~'Ty'DO LLA R S
and /Vr~ CENTS
per Cubic Yard.
Furnish and Install 3'x3'x3' Gabion
Baskets as indicated on Sheet 22 of the
Plans, including geotextile, wire baskets,
stone, and all materials, labor and work
to complete the baskets in place for the
sum of
rP,~F J/~/~p~r~ 5/xl>DO LLA RS
and A/r-> CENTS
per Each.
Furnish and Install Sheet Piles per
Detail Sheets 23A and S9 of the Plans
and Specifications, complete in place for
the sum of
T~]F-~J~'/' TH~-~ DOLLARS
and 7"J-/-IjZ-f;r' CENTS
per Square Foot.
Furnish and Install 12" to 18" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
DOLLARS
and X/,.~ CENTS
per Square Yard.
UNIT
PRICE
W&A #94-093
1SAVING & DRAINAGE
TOTAL
PRICE
$ 3q7,<j
P-27 of 39
· EM QUAN.
~68
!
p. PROPOSAL
UNIT
LF
6 EA
224 LF
560 LF
10
910 LF
DESCRIPTION & PRICE IN WORDS
4" SDR 35 P.V.C. Type "A" perforated
plastic pipe underdrain under channel
dprap, complete for the sum of
-~ I~ "FF~' ~ DOLLARS
and ~O CENTS
per Linear Foot.
4" SDR 35 P.V.C. Cleanout per Detail $
on Sheet 32 of the Plans, complete for
the sum of
Turn tI~D I2~-D FIfrY/ DOLLARS
and ,~Jn CENTS
per Each.
Const~ 18" diameter Concrete Piers $
as shown in the plans, including steel
reinforcement, complete for the sum of
~i ~.~ DOLORS
and ~ CENTS
per Linear Foot.
Construct 30" diameter Concrete Piers $
as shown in the plans, including steel
reinforcement, complete for the sum of
~ ~~ f~OL~RS
and ~ CENTS
per Linear Foot.
Construct 36" diameter Concrete Piers $
as shown in the plans, including steel
reinforcement, complete for the sum of
~ ~-~)~N~ DOLORS
and ~D CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ 5"F~.~;2~
Z,5' o' $ I ~'oo -
?D - $ 2,~1~ "
I q o' $ 7 ~ ttr'x~'
P-28 of 39
'~iONP- PROPOSAL
~M OUAN. UNIT
" 44 CY
i1,
i
135 CY
13.
2'15
58.1
618.8
103
CY
CY
CY
DESCRIPTION & PRICE IN WORDS
Construct 30" diameter Concrete column
as shown in the plans, including steel
reinforcement, complete for the sum of
DOLLARS
and ~o CENTS
per Cubic Yard.
Furnish and Install Concrete for bridge
abutments, including steel
reinforcement, complete for the sum of
.<;F_VFtu//f4~D RFTY DOLLARS
and ~ CENTS
per Cubic Yard.
Furnish and Install Concrete for intedor
bents, including steel reinforcement,
complete for the sum of
,~',VF]UIt#N!"~f~ F/frJDOLLARS
and MR CENTS
per Cubic Yard.
Furnish and Install Concrete for slabs
except bddge curbs and sidewalks,
including steel reinforcement, complete
for the sum of
and /Vn CENTS
per Cubic Yard.
Furnish and Install Concrete for
approach slabs, including steel
reinforcement, complete for the sum of
and A49 CENTS
per Cubic Yard.
P-29 of 39
UNIT
PRICE
· W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ Z,~,4r'ko'
75'D' $ 1 o I ~ <b'
7~o"' $ LI~ s"l,,q''
k co' $ q o '
$ 35 z/
!
!I~CTION
p-PROPOSAL
;.1~.,,~ 'QUAN. UNIT
."3
~ 192 CY
DESCRIPTION & PRICE IN WORDS
Furnish and Install Concrete for bddge
curb and sidewalk, including steel
reinforcement, complete for the sum of
"P/~ )~~ 'T'~-JF,,f-3Y ~F~O LLARS
and /b~ CENTS
per Cubic Yard.
:17.
2,984
LF
Furnish and Install Precast Concrete
Beams, including steel reinforcement,
complete for the sum of
t0m/~-rY T]4C,~r~_ DOLLARS
and //)O CENTS
per Linear Foot.
440 LF Furnish and Install Armor Joints, $
complete for the sum of
DOLLARS
and /Ut~ CENTS
per Linear Foot.
19 1,480 LF Furnish and Install Special Bddge Rails, $
complete for the sum of
,/'~X ,//z4~'1~,>6~ ]7-//,E~!)"OLLARS
and ~ CENTS
per Linear Foot.
TOTAL - PART III - BASE BID
~0TAL PARTS MATERIAL TAX EXEMPT $ I
W&A #94-093
PAVING & DRAINAGE
U N IT TOTAL
PRICE PRICE
$
qo- $
P-30 of 39
r
QUAN.
P-PROPOSAL
UNIT DESCRIPTION & PRICE IN WORDS
ALTERNATE BID - CABLE CONCRETE VS. 18" GABION BASKETS
514
SY Fumish and Install 15.5"x8.5" 701bs / $
S.F. Cable Concrete Blocks or equal
internally connected with stainless steel
cable, including geotextile fabdc per
notes on Sheet 32 of the Plans and
project specifications, complete for the
sum of
,%lr vrx~TT ,~ ~ ~ DOLLARS
and ADr~ CENTS
per Square Yard.
W&A #94-093
PAVING & DRAINAGE
UNIT TOTAL
PRICE PRICE
TOTAL PART III - ALTERNATE BID
{Part III Base Bid - Item 2 + Part III ALTERNATE BID Item 2A)
I'0TAL P~RTS MATERIAL TAX EXEMPT
V. BRIDGE LIGHTING & ELECTRICAL
1. 8
EA Twin fixture, pole mounted, period type, $
area light, Moldcast # 84223-24-BZP--
ASY-DTA-ALF including cast aluminum
pole, complete in place for the sum of
t~ IxFT' ~,./~ J//J~D~,Ea~DOLLARS
and //)O CENTS
per Each.
2. 14
EA Vandal resistant surface mounted area $
light, Moldcast # MDL-5-00-10-24-TPH,
complete in place for the sum of
'~lt//n~DZ:~D DOLLARS
and /Z/'/'~ CENTS
per Each.
P-31 of 39
'f~;TION P ' PROPOSAL
QUAN. UNIT
I LS
3.
DESCRIPTION & PRICE IN WORDS
Install vertical galvanized steel riser on
power pole, install conduit from power
pole to meter base, install pull string,
install meter base and rack and
coordinate extension of power and
setting meter with T.U, Electric,
complete for the sum of
FIEF-/4~lwD~rt~ DOLLARS
and ,/t./,,? CENTS
per Lump Sum.
4. I LS Install Concrete Control Pad, Control $
Panels and Photoeel, install conduit,
wire and electdc service to proposed
light fixtures, complete for the sum of
"T'F/L2 TJ.'/~tJ.,-..~,./t,.2'J""~ DOLLARS
and 7d,9 CENTS
per Lump Sum.
W&A #94-093
P,~,VING & DRAINAGE
UNIT TOTAL
PRICE PRICE
TOTAL - PART IV - BID
'0TAL PARTS MATERIAL TAX EXEMPT $ ~ ¢J'/,-, ~O "'
TOTAL BID - PARTS I, II, III AND IV (BASE BID)
S 7c>
s 35'77
P-32 of 39
',;CTION P - PROPOSAL
O.
QUAN. UNIT DESCRIPTION & PRICE IN WORDS
HIKE AND BIKE TRAIL - ALTERNATE BID
;1. 3,170 CY
Unclassi~ed excavation, including
placing excavated materials as
controlled-density fill as specified,
complete for the sum of
DOLLARS
and ~tJt9 CENTS
per Cubic Yard.
2. 1,425 CY
Controlled-density fill for trail and
roadway embankment, complete for the
sum of
FI u/F DOLLARS
and ,~/c, CENTS
per Cubic Yard.
3. 1,905 SY
Preparation and manipulation of 6" lime
stabilized subgrade, complete for the
sum of
T"uJo DOLLARS
and AJr~ CENTS
per Square Yard.
S
28,6 TON Hydrated Lime, complete for the sum of
DOLLARS
and flYco CENTS
per Ton.
1,613 SY 12' wide 6" 3,000 PSI concrete Hike $
and Bike Trail including reinforcing steel,
complete for the sum of
7~ //~ ~ F DO,.__LLARS
and ,/Z,',~ CENTS
per Square Yard.
P-33 of 41
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL .'
PRICE
.j
, %ECTION
NO.
P-PROPOSAL
QUAN. UNIT
44 SY
DESCRIPTION & PRICE IN WORDS
14" 3,000 PSi concrete Hike and Bike
Trail including reinforcing steel,
complete for the sum of
FIdE DOLLARS
and Lln CENTS
per Square Yard.
W&A #94-093
PAVING & DRAINAGE
UNIT TOTAL
PRICE PRICE
240 SY
6' Wide Compacted Limestone
Screenings Jogging Path, complete for
the sum of
FoP__.TT DOLLARS
and /Jr> CENTS
per Square Yard.
Ho' $ 96cc --
,
I LS
57 SY
Place minimum 4" topsoil and
hydromulch seed parkways and slopes
(estimated 3,205 square yards),
complete for the sum of
DOLLARS
and ~'d~ CENTS
per Lump Sum.
6" 3,000 PSI Reinforced Concrete
Riprap for channel slope protection and
Hike and Bike Trail, including reinforcing
steel and joinring per Detail on Sheet
23A of the Plans, complete for the sum
of
DOLLARS
and ,Uc:~ CENTS
per Square Yard,
P-34 of 41
'1.
12.
13.
14.
P-PROPOSAl
QUAN. UNiT
35 SY
48 LF
65 LF
1 EA
1 EA
DESCRIPTION & PRICE IN WORDS
Furnish and Install 12" to 18" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
r2./t.,/E /./V,~.,pXZ~J'-> DOLLARS
and ,~,'d CENTS
per Square Yard.
3" Schedule 40 P.V.C., pipe conduit for
street lighting, complete in place
including end plugs and markers for the
sum of
'T'H EFF,- DOLLARS
and FIFTy" CENTS
per Linear Foot.
18" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
.%E YF~b~ Ty
DOLLARS
and A2rP CENTS
per Linear Foot.
Special Grate Inlet per Detail on Sheet
31 of the Plans, complete for the sum of
THIEF-F. 7J/F~_$,ng,,DDOLLARS
and AJ, O CENTS
per Each.
18" Type "B" Headwall, complete for the
sum of
DOLLARS
and
per Each.
X20 CENTS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL ,
PRICE
$ _~"nr~ '
7D ' $ LI ~,,r'o '
P-35 of 41
lit r'
"i
:SECTION
/
~ .,;0.
:
17.
18.
19,
p - PROPOSAL
QUAN. UNIT
28 LF
8O LF
86 LF
76 LF
1,522 LF
DESCRIPTION & PRICE IN WORDS
0' to 4' Tall Gravity Retaining Wall per
Detail on Sheet 36 of the Plans,
complete in place for the sum of
r::l M./7'~' ,5~-l/~rt./DOLLARS
and /I)O CENTS
per Linear Foot.
4' to 6' Tall Gravity Retaining Wall per
Detail on Sheet 36 of the Plans,
complete in place for the sum of
$7f,/~ JJ/4~ flk'?/' .r~YI~OLLARS
and /I)~2CENTS
per Linear Foot.
Pedestrian Handrail per Detail on Sheet
36 of the Plans, complete for the sum of
/~1 F"')'7' 'T'/-~O DOLLARS
and )Vo CENTS
per Linear Foot.
Fumish and Install Special Bridge Rail
per Section 04 Sheet S7 of the plans,
complete for the sum of
~'2x.,g///v,,~P ,~/"IY/~".,,.~O LLA RS
and ,4/~ENTS
per Linear Foot.
Single Reflective Yellow Painted Stdpe,
complete for the sum of
DOLLARS
and yr/,,( 7")r' CENTS
per Linear Foot.
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$
$ !! 7S=,"~'
P-36 of 41
.~~CTIU~"
N0.
:0.
QUAN.
406
2
UNIT
LF
22. 2 EA
23. 2 EA
24. 65 LF
DESCRIPTION & PRICE IN WORDS
Single Reflective White Painted Stdpe,
complete for the sum of
DOLLARS
and F/ /~7'y'CENTS
per Linear Foot.
24" Reflective White Painted Stop Bar,
complete for the sum of
. ~'Plu i~'_ ~ q , p lZ rj'2 ,RF'?/DOLLARS
and /u<9 CENTS
per Each.
24"x2.4" Stop Sign R1-1 per current
Edition of the Texas Manual on Uniform
Traffic Control Devices, including sign
post, all materials and work, complete
for the sum of
Tlt ~F,r, H#x,,DJTrP DOLLARS
and /fZ~2 CENTS
per Each.
Stop Ahead Sign W3-1 per current
Edition of the Texas Manual on Uniform
Traffic Control Devices, including sign
post, all materials and work, complete
for the sum of
7"//]Z~..,F. l/#~p~P DOLLARS
and A2,-~ CENTS
per Each.
Provide Trench Safety Systems for
Water and Storm Drain Improvements in
accordance with the Trench Safety Plan
and OSHA regulations for the sum of
DOLLARS
and
per Linear Foot.
CENTS
UNIT
PRICE
TOTAL :
PRICE
Zzp3"'
P-37 of 41
25.
26.
QUAN.
UNIT
I EA
-86 SY
DESCRIPTION & PRICE IN WORDS
Install Inlet Treatment and Maintain
Erosion Control during Construction
Phase, for the sum of
DOLLARS
and L/t-~ CENTS
per Each.
Reduction in 5' wide 4" 3,000 PSI
concrete sidewalk including reinforcing
steel from Section I, complete for the
sum of
'77.~)~'TvTy' 7'/-dr~ DOLLARS
and /t,'r~ CENTS
per Square Yard.
UNIT
PRICE
7.s'
TOTAL
PRICE
s 75""'
TOTAL - PART V - HIKE & BIKE TRAIL ALTERNATE BID
TOTAL PARTS MATERIAL TAX EXEMPT $ ~ ~ ~i~"""
ALTERNATE BID OPTIONS
OPTION I:
OPTION Ih
OPTION II1:
OPTION IV:
OPTION V:
OPTION VI:
OPTION VII:
TOTAL BID - PARTS !, II (ALTERNATE BID), III AND IV
TOTAL BID - PARTS I, II, III (ALTERNATE BID) AND IV
TOTAL BID - PARTS I, II (ALTERNATE BID), III (ALTERNATE BID) AND IV
TOTAL BID - BASE BID PARTS I, II, III & IV + ALTERNATE BID V
TOTAL BID - PARTS I, II {ALTERNATE BID), III & IV + ALTERNATE BID V
TOTAL BID - PARTS I, II, III (ALTERNATE BID) & IV + ALTERNATE BID V
TOTAL BID - PARTS I, II (ALTERNATE BID), III (ALTERNATE BID) & IV
+ ALTERNATE BID V
$13~67~'
$ ~ s'.~ o ~7~
$ 'Z'Th~ Iqlea
$ '~.71q' l ,/ !~
s 3Z4; 7 7/s
P-38 of 41
'it r r
SECTION P - PROPOSAL
W&A #94-093
'PAVING & DRAINAGE
6. BIDDER acknowledges that the quantities indicated in the previous schedule are not
guaranteed and may be changed to conform with the Work. BIDDER has read paragraph 9.10 of the
SupplementarY Conditions and understands that the quantities shown in the previous schedule and
as modified by change order will be the actual quantities paid by the OWNER for the completion of
the Work.
7. BIDDER agrees that the Work shall be substantially completed within Z~?~ working days and
completed and ready for final payment within ~,¢,o working days from the date when the Contract
Time commences to run.
8. BIDDER accepts the provisions of the Agreement a's to liquidated damages in the event of
failure to complete the work on time.
9. 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.
Respectfully ,~.b tt d,
By
Title
Address
Phone No. 2---ILJ .'~'F:~-
FAX No. /?,-//2/
Submitted by
a corporation
Doing business as
Communication concerning this Bid should be directed to the attention of
p Izo ~ Irr~ ~,rt, e-7/,~,/,r f, r7
P-37 of 39
SECTION
p-PROPOSAL
BID AFFIDAVIT
W&A #94-093
PAVING & DRAINAGE
The undersigned certifies that the bid pdces contained in this bid have been carefully reviewed and are
submitted as correct and final. Bidder further certifies and agrees to furnish any and/or all commodities
upon which pdces are extended at the price offered, and upon the conditions contained in the
Specifications of the Notice to Bidders. The pedod of acceptance of this bid will be ninety (90) calendar
days from the date of the bid opening.
STATE OF 'T" E]~ f~, COUNTY OF '~"'~t:qL.L.i:~. <,
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
'J"E,~r~_% , on
th,s day personally appeared
who after being by me duly
sworn, did depose and say:
'1 -c,TF--t/F_J/.2 p[7---I D/') y am a
to execute the foregoing on behalf of the said ri'~ ,~lrlJ _
duly authorized officer/agent for
and have been duly authorized
C t,yz2c.T-Ej, tcTi r~ d trig,
I hereby certify that the foregoing bid has not been prepared on collusion with any other Bidder or
individual(s) engaged in the same line of business pdor to the official opening of this bid. Further. I certify
that the Bidder is not now, nor has been for the past six (6) months, directly or indirectly concemed in any
pool. agreement or combination thereof, to control the pdce of services/commodities bid on, or to
influence any individual(s) to bid or not to bid thereon."
Name and address of Bidder
Title:
SUBSCRIBED AND SWORN to before me by the above named p/Z/12DV'
on this the
day of
Af::>J~JL.- ,19.~
Nota~'~R~jb ic in an ~ r the State of
P-38 of 39
SECTION P ' PROPOSAL
AFFIDAVIT OF SAFETY RECORD
W&A #94-093
PAVING & DRAINAGE
(We) the undersigned do declar~/~and affirm that (my) (our) firm or corporation (has) (have) received
citation from the Occupational Safety and Health
~drninistration (OSHA) within the past two (2) y~./~ and (I) (VVe) do further declare and affirm that (my) (our) firm or
corporation (has) (have) experienced worker injudes related to construction safety on projects
w~lnin the past two (2) years.
~4am~ ~ Subcontractor Name of Firm
0fficer's Name & Title
Cr"vz/ 7' 'utT) r_D,
Officer' s'STF~ ~,% TitljOe F-,.I LD)") T' )
Sig rr~re~oo!~r
Date
,Signature of Officer
Date
STATE OF TEXAS §
§
COUNTY OF Dr Z-JJ §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day appeared
for ~ ~'~c~ C~~ known ~o me to be the pemon whose name is subscribed to the
foregoing instrument and acknowledged to me that (he) ~~ executed the same for the pu~oses and
considerations therein expressed as the act and deed of said fi~ or ~oration, and in the ~pacity therein
expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
3() DAY C~~ P.rZ..t~/~ ,19 ?_,~::~A.D.
Notary Public in and for the State of Texas
P-39 of 39