ST9401-BD 980430 (2) 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: March1998
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
Werk as specified or indicated in the Contract Documents for the Contract Pdce 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
BIDpER has familiarized itself with the nature and extent of the Contract Documents, Wo~,
'~~ ~~4ty, 8nd all local conditions 8nd Laws and Regulations that in any manner may affect cost,
ss, Performance or furnishing of the Work.
Y I conditions which are identified in the Supplementa~ Conditions as provided in paragraph
.SEcTlOr~ P ' PROPOSAL
ITEM QUAN. UNIT
NO,
DESCRIPTION & PRICE IN WORDS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
pAVING, DRAINAGE & WATER IMPROVEMENTS
6,190 CY Unclassified street excavation, including
placing excavated materials as
controlled-density fill as specified,
complete for the sum of
~'LF ~,' ~/'j DOLLARS
26,991 CY
and /v'u
per Cubic Yard.
CENTS
Controlled-density fill for roadway
embankment, complete for the sum of
~ ~ Y,, DOLLARS
23,601 CY
22.4 STA
and /~ c CENTS
per Cubic Yard.
Imported sandy clay borrow matedal
with liquid limit less than 45 and a
plasticity index less than 25, complete
for the sum of
_,%/A. DOLLARS
and /U; c~
per Cubic Yard.
CENTS
Right-of-way preparation including
removal of all items not specified by a
specific pay item fences and trees,
complete for the sum of
/ I-~; ~L rV (.;,"/L..r//.~,,2Zd~OLLARS
and /U'c CENTS
per Station.
P-3 of 39
: 6F_CTIqN
P-PROPOSAL
W&A#94-093
PaViNg & DRAINAGE
ITEM
N0.
QUAN. UNIT
1,856 SY
DESCRIPTION & PRICE IN WORDS
Remove existing concrete street
pavement and dispose off-site,
complete for the sum of
~ tzc b/' P--E tJ DOLLARS
UNIT
PRICE
TOTAL
PRICE
; 7.
266 LF
I LS
and
per Square Yard.
CENTS
Remove existing Rolled Asphalt Curb
and dispose off-site, complete for the
sum of
, C'~'--~' DOLLARS
and /~--!~
perLinearFoot.
CENTS
Remove existing Bridge over Denton
Creek, break off piers to 1 '-0" below
proposed grade, remove abutments and
dispose off-site, complete for the sum of
f-",5 /':'F"'f :f'7,TAj,c, r,- A,,~,) DOLLARS
/
8. I LS
%::..
'::.
.
and tb'c CENTS
per Lump Sum.
Dismantle existing 12" Water Line
attached to existing bddge over Denton
Creek, including removal of 12" gate
valves as indicated in plans and deliver
to city storage yard, complete for the
sum of
and
per Lump Sum.
DOLLARS
CENTS
P-4 of 39
~CTION
P-PROPOSAL
W&A #94-093
PAVING & DRAINAGE
' ITEM QUAN.
NO.
UNIT
9. 285 LF
10. I LS
11. 2 EA
12. 95 LF
13.
i 2
.,..
EA
DESCRIPTION & PRICE IN WORDS
Remove existing Metal Beam Guard
Fence, complete for the sum of
""'2 (:/? C ~'~ DOLLARS
L
and /U,,, CENTS
per Linear Foot.
Remove and replace City Park Exercise
Warm-up Area to equal or better
condition, complete for the sum of
.//~'/p '~'/~e.,~ ~ ,%,,..,p DOLLARS
and /~'~' CENTS
per Lump Sum.
Remove and dispose off-site existing
curb inlet & concrete flume at Station
201+50, complete for the sum of
CrT;?~-~/ ~",'~/.~c-, ~.: ~ A-..~- ~? DOLLARS
and /'%'~' CENTS
per Each.
Remove and dispose off-site existing
48" R.C.P. Storm Drain Pipe, complete
for the sum of
' ~; ~- ( '7"d¥ A----
and /
per Linear Foot.
DOLLARS
CENTS
Remove and dispose off-site existing
48" Sloping Headwall, complete for the
sum of
.F'{ ~' c~,-2A-v'~ DOLLARS
and i'L'; CENTS
per Each.
Tr'
P-5 of 39
If
U N IT TOTAL
PRICE PRICE
Sg(::;TION P - PrOPOSaL
ITEM
N0-
14.
QUAN. UNIT
1 LS
15.
I LS
16. 18,943
SY
17, 284,1 TON
..J
SY
DESCRIPTION & PRICE IN WORDS
Remove and dispose off-site existing 2-
10'x5' Multiple Box Culvert, including
headwalls, complete for the sum of
_.~';~ ~ '/'~'iJ,., ~;-~+~, .o DOLLARS
and /,b/ o CENTS
per Lump Sum.
Remove and dispose off-site existing 2-
6'x5' Multiple Box Culvert, including
headwalls, complete for the sum of
,_~ / ><. '/'~L'.'oc, -¢ ~A-..¢ DOLLARS
and /~'~; CENTS
per Lump Sum.
Preparation and manipulation of 6" lime
stabilized subgrade, complete for the
sum of
per Square Y~rd.
DOLLARS
CENTS
Hydrated Lime, complete for the sum of
))~j,/cu-f~ '~.~'c,,~ ~ DOLLARS
and AJ ~ CENTS
per Ton.
8" 3,000 PSI reinforced concrete street
pavement including integral curb,
complete for the sum of
r/i.
and
per Square Yard.
DOLLARS
CENTS
P-6 of 39
T
UNIT
PRICE
600~':"
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$
/
SECTION
NO*
19.
P - PROPOSAL
QUAN. UNIT
253 SY
DESCRIPTION & PRICE IN WORDS
6" 3,000 PSI reinforced concrete
driveway pavement including integral
curb complete for the sum of
]'~ e';~- ~ ~"~/~' ')ru~ DOLLARS
UNIT
PRICE
~,~...-
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
20.
802 SY
and /4jc
per Square Yard.
CENTS
5' wide 4" 3,000 PSI concrete sidewalk
including reinforcing steel, complete for
the sum of
~//c'~7'7 u~)/-'d'' DOLLARS
2_-/
21.
915 SY
and /~-' CENTS
per Square Yard.
Brick Pavers per City Detail Sheet SD7
including 6" 3,000 PSI reinforced
concrete base, complete for the sum of
c-r v' ,~: .~-'F ~7 DOLLARS
~'¢' 6'3"C
/
12 SY
and /~
per Square Yard.
CENTS
4' Wide 3000 PSI concrete flume per
Detail on Sheet 3 of the plans, complete
in place for the sum of
Fc' it FV )g'/d ~ DOLLARS
34 LF
and
per Square Yard.
CENTS
6" Rolled Asphalt Curb per Detail on
Sheet 3 of the plans, complete for the
sum of
and /L),p
per Linear Foot.
DOLLARS
CENTS
P-7 of 39
' ~I~CTION P ' PROPOSAL
24.
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
U-j ~-"~v,~/~ DOLLARS
and ~'~-" ~ 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
//~ / -d.-%:P DOLLARS
and /U;c~ CENTS
per Linear Foot.
Place minimum 4" topsoil and
hydromulch seed parkways and slopes,
complete for the sum of
/"."i ;,~ i"7 ,;"-7d · DOLLARS
and ;,~Z.:'~:, CENTS
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
"7'7C.~ ,.:'y,,,,'5'~,'' ,:' -'C DOLLARS
and /l-:u CENTS
per Square Yard.
P-8 of 39
· W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
TOTAL
PRICE
c~
/;
SECTION
ilTEM
f
P - PROPOSAL
QUAN. UNIT
538 EA
420 EA
5 SY
6 EA
LF
'~
~ '...~
',
.~.
'~ ......l 'F
DESCRIPTION & PRICE IN WORDS
Reflectorized P-15W 4" White pavement
markers per City Detail Sheet SD2,
complete for the sum of
and ~ fd,~h
per Each.
DOLLARS
CENTS
Non-refiectodzed P-TW 4" White
pavement markers per City Detail Sheet
SD2, complete for the sum of
/,,/7..--'''''~
', ½ ~ DOLLARS
and "7'~//?--/n7 CENTS
per Each.
Furnish and Install 6" to 8" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
:c.~--"' (/'jru/",f DOLLARS
and / ~ CENTS
per Square Yard.
Pull (Service) Box per City Detail Sheet
::
L ~ LLARS
and /L/;-- 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
and
per Linear Foot.
DOLLARS
CENTS
P-9 of 39
UNIT
PRICE
,)
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
',~SlSCYiO'N P- PROPOSAL
ii~S.M QUAN. UNIT
i 33. 290 LF
.!
;
i
34. 198 LF
[
;
'; ~. 382 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
Z'::--/(:, F/"'1 7 ~ v~ DOLLARS
and i'b)c
per Linear Foot.
CENTS
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
and A-U CENTS
per Linear Foot.
Pedestrian Handrail per Detail on Sheet
41 of the Plans, complete for the sum of
' / i.,,~,,-="',r,--,;'~',.?"21,~' ""'
/ ~,~- ~' <~ DOLLARS
and /'L-)~-- CENTS
per Linear Foot.
;36. 95
LF
backfill, for the sum of
/ /L h' "/
and
per Linear Foot,
8" P.V.C. Storm Drain Pipe, complete in
place including trench, bedding, and
DOLLARS
CENTS
LF
21" Class Ill R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, joinring, collars and
wyes, for the sum of
and
per Linear Foot.
DOLLARS
CENTS
P-10 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ '2-,~ 'Talc
//Z
'; CT ON P- PROPOSAL
~'II'EM QUAN. UNIT
NO.
J38. 93 LF
39. 135 LF
40. 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
and /
per Linear Foot.
DOLLARS
CENTS
30" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
~'-~'~/C',~, F"/ ~'~' j DOLLARS
and
per Linear Foot.
CENTS
33" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
.. c.2 ~ ~-.",'~- / r ['~'/~ i
and
per Linear Foot.
DOLLARS
CENTS
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':."i ~ /:/.7'c/ ~:."'/u/:/J,T'DOLLARS
and /v)(jU CENTS
per Linear Foot.
P-11 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
Od
TOTAL
PRICE
CTM ~.~
~5~CTION' P - PROPOSAL
;ITEM QUAN. UNIT
42. 170 LF
i
i
_
: 43. 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
E~,, j' /A,~ ,,-, ,,) i':5..-v2 /L A-' DO LIARS
and /1_i, 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
and ,,~j'~, CENTS
per Linear Foot.
'7//., ;t/~ .5'-e'V~-~';rJ
DOLLARS
54" Class III R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, backfill, jointing, collars and
wyes, for the sum of
O^e_ //,.,~_J~-eJ I%ri"7
~ DOLLARS
and /',/c
per Linear Foot.
CENTS
60" Class II1 R.C.P. Storm Drain Pipe,
complete in place including trench,
bedding, and backfill, for the sum of
and /~/'~ CENTS
per Linear Foot.
P-12 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ /L~ '7~0
s
/ '
s
,I
!5~CTION
!rrEM
1'40.
46.
P-PROPOSAL
QUAN. UNIT
195 LF
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
DOLLARS
UNIT
PRICE
2__..~3'-"'~'2
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
47.
5 EA
and
per Linear Foot.
CENTS
10' Recessed Curb Inlet per City Detail
Sheet SD10, complete for the sum of
7_2_ O0
ii. co~ '
>"' C,,- ,'- .-, /:-. /"'% a H~-.'--d/r'-~' ,:',/DOLLARS
I EA
2 EA
I EA
'T"
and /V% CENTS
per Each.
12' Recessed Curb Inlet per City Detail
Sheet SD10, complete for the sum of
,/C, e_,-,:/.-~ J,'x//~.,,.,Zre-dI DOLLARS
and /x/~ CENTS
per Each.
3'x3' Drop Inlet per City Detail Sheet
SD12, complete for the sum of
/'7'A ,. ~' e --^ AT" -, 4/,"%/ DOLLARS
and /,,/~ CENTS
per Each.
Special Grate Inlet per Detail on Sheet
31 of the Plans, complete for the sum of
F'o i /'/~,-,c/,'e-~.'4I DOLLARS
,~r' Tc?e .,,,, .
and H ~ CENTS
per Each.
P-13 of 39
i SECTIO~I
ITEM
~ NO.
i
; 52.
P-PROPOSAL
QUAN. UNIT
I EA
3 LF
118 LF
DESCRIPTION & PRICE IN WORDS
60" Type "B" Headwall, complete for the $
sum of
and
per Each.
CENTS
Y Wide 2:27 Concrete Trench Backfill or
C.T.B. to base of bridge concrete
riprap, complete for the sum of
"'7"'~- ~ ,~ ,-) ,f.~2~' %OLLARS
and A-4 CENTS
per Linear Foot.
Asphalt Pavement Removal and Repair
at Denton-Tap Road crossing including
sawing breakout groove, C.T.B. backfill,
and 2" Type "D" HMAC patch, complete
for the sum of
"/~,, ,< ,~ ~'% ;~ DOLLARS
UNIT
PRICE
I
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ 7-'7 do
s 2z~> s ~
and ,k"'~'
per Linear Foot.
CENTS
Adjust existing water line gate valve box
to grade, complete for the sum of
'/~,-,~' } f ," ~//'~"; .' DOLLARS
and /%-b CENTS
per Each.
Adjust existing sanitary sewer manhole
to grade, complete for the sum of
~,~, v'E /,"if: ~p r~v DOLLARS
and A'/J CENTS
per Each.
P-14 of 39
~'Z-O
$ ,/',.,d ~O
SECTION
P-PROPOSAL
· W&A #94~093
PAVING & DRAINAGE
ITEM QUAN.
NO.
UNIT
56. 3 EA
57. I EA
5& 23 LF
59. 38 LF
LS
DESCRIPTION & PRICE IN WORDS
Relocate or Adjust to grade existing fire
hydrants, complete including fittings,
blocking and all work, for the sum of
~.. Ld-Vuq,~ /'~/c, ,,.,,.~,~.~ DOLLARS
and AJ'''' 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
/c, ~' ,"',~ ~ S'/-,'~2 DOLLARS
and ~o CENTS
per Each.
6" P.V.C. DR-14 Water Line including
trench, embedment and backfill,
complete for the sum of
"X ..,"""1 k"~ ,;,, DOLLARS
and
per Linear Foot.
CENTS
16" D.I. Class 250 Polywrapped Water
Line including trench, embedment and
backfill, complete for the sum of
' ,- DOLLARS
and /1,~, 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
and /n.,'~ CENTS
per Lump Sum.
P-15 of 39
UNIT
PRICE
TOTAL
PRICE
$ ~
/
-
$ l/C) $
P-PROPOSAL
W&A #94-093
PAVING & DRAINAGE
TITEM QUAN. UNIT
N0.
61. 2 EA
62. 1 LS
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
r~,,//~C;~ 7.'~, (,4,~ 0 DOLLARS
and /L.~ 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
'~'/' d//'~" .///'4'k'.?/,-''~y DOLLARS
and /~.'c 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
; X fE~7'L/ /'7L,''/~'~/~'~¢ DOLLARS
and /,1.,;c CENTS
per Each.
Fire Hydrant Assembly per City Detail
Sheet SD16, including hydrant
extensions and reflective marker,
complete in place for the sum of
,, . DOLORS
and ~'~ CENTS
per Each.
P-16 of 39
U N IT TOTAL
PRICE PRICE
/'COo °~' $ 2_,c~o ~'~
s 5 Z
~ECTI01<I P- PROPOSAL
~ITEM GUAN. UNIT
i65. 1.0 TON
~66. 100 CY
DESCRIPTION & PRICE IN WORDS
Cast Iron Fittings, complete in place
including Polywrap, blocking and
accessories for the sum of
and /Z/',,, CENTS
per Ton.
Crushed Stone at Unstable Trench
(exceeding normal bedding) complete
for the sum of
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ _5d -';
1,820 LF
1,688 LF
700
LF
per Cubic Yard,
DOLLARS
CENTS
Provide Trench Safety Systems for
Water and Storm Drain Improvements in
accordance with the Trench Safety Plan
and OSHA regulations for the sum of
K:://L..'~' DOLLARS
and './~:'/L--' CENTS
per Linear Foot.
Silt Fence non-reinforced complete for
the sum of
('~t~' ~-~'
and F-/ : T V
per Linear Foot.
DOLLARS
CENTS
Silt Fence with reinforcing wire complete
fo~m of
per Linear Foot.
DOLLARS
CENTS
P-17 of 39
"il~CTlOl~ P- PROPOSAL
,ITEM
70.
QUAN. UNIT
8 EA
DESCRIPTION & PRICE IN WORDS
Install Inlet Treatment and Maintain
Erosion Control dudng Construction
Phase, for the sum of
Jd~c,~,; //~,,~,.~ ~c~ DOLLARS
and '/J"~ CENTS
per Each.
iTOTAL PARTS MATERIAL TAX EXEMPT
LANDSCAPING & IRRIGATION - BASE BID
TOTAL - PART I
/
1. 7 LF
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
and /Ajc~
per Linear Foot.
DOLLARS
CENTS
533
302
LF
LF
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
and /b'~
per Linear Foot.
DOLLARS
CENTS
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
and
per Linear Foot.
DOLLARS
CENTS
P-18 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
(.3} c:
G'
'SECTION
~ ~0.
4.
I~ - PROPOSAL
QUAN. UNIT
2 EA
2 EA
6. 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
~ .- ~"/Kd~' h'u'~ ,~/t ~
~(~ 7"'~ ~ DOLORS
and ~c' 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
¢'.'//,, /~/c~ ,~D~r) DOLLARS
and /L,;~.> CENTS
per Each.
2-1/2" P.V.C. pipe (200 P.S.I.) with
related fittings, complete in place for the
sum of
and
per Linear Foot.
DOLLARS
CENTS
2" P.V.C. pipe (200 P.S.I.) with related
fittings, complete in place for the sum of
C. / "~ DOLLARS
and _~,/ ><2 /"'7' 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
./ . t T ul
and / ~,/~
per LinearrFoot.
DOLLARS
CENTS
P-19 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
zsT
~ECTION P - PROPOSAL
1~).M QUAN. UNIT
9. 640 LF
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
& DOLLARS
UNIT
PRICE
/-
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
and ?L3;' CENTS
per Linear Foot.
10. 1,620 LF
1" P.V.C. pipe (200 P.S.I.) with related
fittings, complete in place for the sum of
DoLoRs
and ~:~/~-/"Y/7 /~c''~ CENTS
per Linear Foot.
11. 4,000 LF
1Z 30 EA
7O Elk
3/4" P.V.C. pipe (200 P.S.I.) with related
fittings, complete in place for the sum of
//~-')~ DOLLARS
and ~'//- h ',/~ ;';~ CENTS
per Linear Foot.
Hunter PGP Rotary Heads, complete in
place for the sum of
'/c~.~f'j"'? c,-/~-'~ DOLLARS
and 7t,"~~ CENTS
per Each.
Rainbird 1812 Spray Heads, complete in
place for the sum of
and
per Each.
DOLLARS
CENTS
P-20 of 39
2/
PROPOSAL
,.
14.
QUAN. UNIT
3O7 EA
15,000 LF
DESCRIPTION & PRICE IN WORDS
Rainbird 1804 Pop-up Spray Heads, $
complete in place for the sum of
v DOLLARS
and ,/L,)O CENTS
per Each.
14 Gauge Wire, complete for the sum of $
fi-,//c> DOLLARS
and / z,,2 ~z'C ~/~' CENTS
per Linear Foot.
16. 4 EA
Irritrol 1-1/2" 700 Sedes valve, fittings,
round valve box, wire connectors and
gravel, complete in place for the sum of
'/f /' ;'//// 3/E,,.'~, DOLLARS
, ,,'?,, ~ b~
and A-''c CENTS
per Each,
,?
17. 13 EA
2 EA
Irritrol 2" 700 Sedes valve, fittings, round
valve box, wire connectors and gravel,
complete in place for the sum of
and /!y',~ CENT8
per Each.
Mini-Clik freeze sensors, complete in
place for the sum of
,~':"O ~ '7'~7' DOLLARS
and /1,,)~ CENTS
per Each.
P-21 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
/ z,
~EGTION P - PROPOSAL
,.~EM QUAN, UNIT
19, 2 EA
20, 13 EA
I EA
1 EA
DESCRIPTION & PRICE IN WORDS
Mini-Clik rain sensors, complete in place
for the sum of
7':~ ./'7,/m/ F~ ~ c'<' DOLLARS
and ~/=~ CENTS
per Each.
Quick couplers, complete in place for
the sum of ,
C/,t../~ ,/X/~A, ,2 ,~,,-r') DOLLARS
and /tt2~ CENTS
per Each.
M51-1U-S-R 16-Station controller on
stainless steel pedestal, complete in
p_!ace for the sum of ,..
DOLLARS
and /UC. CENTS
per Each.
M5S-IS-S 8-Station controller on
stainless steel pedestal, complete in
place for the sum of .
and ///L/,~ CENTS
per Each.
Live Oak, 100 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
.YT/.'~ ,'/"'~,,b' :;;~,'v) ~ DOLLARS
and Aj'~ CENTS
per Each·
P-22 of 39
UNIT
PRICE
· W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
,SF, GTION P - PROPOSAL
~'~M QUAN. UNIT
24. 12 EA
DESCRIPTION & PRICE IN WORDS
Shumard Red Oak, 100 gallon container
with backfill, fertilizers and guying,
complete in place for the sum of
~'-'>/y,, ,~ ,2/Z~-,-y DOLLARS
and /l~ CENTS
per Each.
' 25. 33 EA
,,
32 EA
8 EA
14 EA
Cedar Elm, 100 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
~'/,', ./'/~M ?/L 09 /gA-: DOLLARS
and /I~L, CENTS
per Each.
"Tuscarora" Crape Myrtle, 65 gallon
container with backfill, fertilizers and
staking, complete in place for the sum of
and 7b L; CENTS
per Each.
Aristocrat Pear, 65 gallon container with
backfill, fertilizers and guying, complete
in place for the sum of
',,~/,.:'~,. ~i' L//, '~ ,.?. L ~ &"}'~'
/. ~. ,, ~ DOLLARS
and /'tO CENTS
per Each.
Oklahoma Redbud, 30 gallon container
with backfill, fertilizers and staking,
complete in place for the sum of
'? /H'~ ~-,q;'~c_~) , ~ DOLLARS
b,-,,:, .
and M CENTS
per Each.
P-23 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$ //
$ _7/`5 ZF-d;
r
SECTION- P. ' PROPOSAL
W&A #94-093
PAVING & DRAINAGE
QUAN.
:NO.
;
,29. 8
!30. 14
I
;
r
31. 52
99
f
1,675
UNIT DESCRIPTION & PRICE IN WORDS
EA Austrian Pine, 30 gallon container with
backfill, fertilizers and staking, complete
in place for the sum of
DOLLARS
and /LL CENTS
per Each.
EA Leyland Cypress, 65 gallon container
with backfill, fertilizers and staking,
complete in place for the sum of
and yb CENTS
per Each.
EA
Maidengrass, 5 gallon with backfill and
fertilizers, complete in place for the sum
of
DOLLARS
and /L,'~P CENTS
per Each.
Tam Juniper, 5 gallon with backfill and
fertilizers, complete in place for the sum
of
and
per Each.
DOLLARS
CENTS
'Big Blue' Liriope, 4" pot with fertilizers,
complete in place for the sum of
.,~) c.)' DOLLARS
and ~/tx' ,;b, jT "'/ CENTS
per Each.
P-24 of 39
UNIT
PRICE
TOTAL
PRICE
/C,
iS~CTibN' P- PROPOSAL
!ITEM QUAN. UNIT
?
34. 797 EA
3,336 Sf
3,336 SF
172 LF
I LS
DESCRIPTION & PRICE IN WORDS
Purple Wintercreeper, I gallon with
fertilizer, complete in place for the sum
of ~gFC¢ DOLLARS
and A~ CENTS
per Each.
4" Bed preparation with fertilizer,
complete in place for the sum of
~L')~'> DOLLARS
per Square Foot.
2" Mulch Topdressing, complete in place
for the sum of
and
per Square Foot.
DOLLARS
CENTS
4" Steel Bed Edging, complete in place
for the sum of
"'~' 2 DOLLARS
and AJc~ CENTS
per Each.
Hydromulch Bermuda Grass or
Hydromulch Rye Grass (estimated
55,636 square feet), complete in place
for the sum of
/~t' ("'~'
and
';DOLLARS
CENTS
per Lump Sum.
P-25 of 39
UNIT
PRICE
.~---L-~
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
;SECTION
P-PROPOSAL
.rrEU
; NO.
QUAN. UNIT
DESCRIPTION & PRICE IN WORDS
~TOTAL PARTS MATERIAL TAX EXEMPT
TOTAL - PART II BASE BID
:m
ALTERNATE BID - LANDSCAPING
I LS 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
~ :,~'c ~t, C ~'j// LLARS
and /~.,Cl CENTS
per Lump Sum.
TOTAL PARTS MATERIAL TAX EXEMPT
BRIDGE - BASE BID
TOTAL PART II - ALTERNATE BID
(Part II Base Bid - Item 38 + Part II ALTERNATE BID Item 38A)
/
1. 1,462 SY 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
c:FC "'h / L, ' ~" DOLLARS
and /~j c, CENTS
per Square Yard.
P-26 of 39
UNIT
PRICE
W&A #94-093
PAVIN(~ & DRAINAGE
TOTAL
PRICE
zf
~EECTION P - PROPOSAL
ITEM QUAN. UNIT
;2. 534 CY
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
and Aj~ CENTS
per Cubic Yard.
4
EA
10,912 SF
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 ~lace for the
sum of
and A,u, 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
,. A,;~/,' Z?~7,,L-; DOLLARS
and h/~, CENTS
per Square Foot.
Furnish and Install 12" to 18" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
("~_'~'u ~2."r~ i"':'V DOLLARS
and f")~ CENTS
per Square Yard.
P-27 of 39
UNIT
PRICE
/7o '
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
%.
/
f
$ ~ '7/c7
~ 5~CT~ON
;
P - PROPOSAL
QUAN. UNIT
368 LF
~ 6.
DESCRIPTION & PRICE IN WORDS
4" SDR 35 P.V.C. Type "A" perforated
plastic pipe underdrain under channel
riprap, complete for the sum of
"'7"'/F/X .(E' DOLLARS
and /L'I~; CENTS
per Linear Foot.
6 EA
4" SDR 35 P.V.C. Cleanout per Detail
on Sheet 32 of the Plans, complete for
the sum of
b/C,F-.'~' /KL''AZ--O/%~;a9 DOLLARS
224
560
910
LF
LF
LF
and /U';, CENTS
per Each.
Construct 18" diameter Concrete Piers
as shown in the plans, including steel
reinforcement, complete for the sum of
and /1.,~ CENTS
per Linear Foot.
Construct 30" diameter Concrete Piers
as shown in the plans, including steel
reinforcement, complete for the sum of
"
(../7~'~ ,'/~'r~ ,fl.,_%-;n ~/A/'Y DOLLARS
and h"~' CENTS
per Linear Foot.
Construct 36" diameter Concrete Piers
as shown in the plans, including steel
reinforcement, complete for the sum of
and (L.,,., CENTS
per Linear Foot.
P-28 of 39
W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
TOTAL
PRICE
/ I b+
Zf/zc-'
C,j
.'S~GTiO~I
QUAN.
11. 44
P - PROPOSAL
UNIT
CY
DESCRIPTION & PRICE IN WORDS
Construct 30" diameter Concrete column
as shown in the plans, including steel
reinforcement, complete for the sum of
..~"~ -~. /'/b,,.,,?~c'Yp ~/ /d'r 7 DOLLARS
and AJc CENTS
per Cubic Yard.
135 CY
Furnish and Install Concrete for bddge
abutments, including steel
reinforcement, complete for the sum of
(~,c-T'y
;,~7/~,',-'~ //&, M.~/'Z,-e~ /' D'OLLARS
and ~ CENTS
per Cubic Yard.
13. 58.1 CY
618.8 CY
103 CY
Furnish and Install Concrete for intedor
bents, including steel reinforcement,
complete for the sum of
~./,-~, ./'7/~,.~- ~,'le~.p DOLLARS
and /""'~; CENTS
per Cubic Yard.
Furnish and Install Concrete for slabs
except bridge curbs and sidewalks,
including steel reinforcement, complete
for the sum of
/'77, / ,/4/,,;,,~,9,:~,_,~
' t ,/,~,'r~a ,-' DOLLARS
and PJ~' CENTS
per Cubic Yard.
Furnish and Install Concrete for
approach slabs, including steel
reinforcement, complete for the sum of
and
per Cubic Yard.
CENTS
P-29 of 39
. W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
d.,'-~
TOTAL
PRICE
$ 7'1:' 2,5'd
,.j
'T"
P-PROPOSAL
,,,,---
16.
QUAN. UNIT
192 CY
DESCRIPTION & PRICE IN WORDS
Furnish and Install Concrete for bddge
curb and sidewalk, including steel
reinforcement, complete for the sum of
//~' 2P-' .¢,.."Le'F) DOLLARS
and
per Cubic Yard.
CENTS
17.
2,984 LF
Furnish and Install Precast Concrete
Beams, including steel reinforcement,
complete for the sum of
a:'d ~,'-7w'% .;~7-,/ E'Y,--) DOLLARS
and Aja CENTS
per Linear Foot.
440 LF
Furnish and Install Armor Joints,
complete for the sum of
and ,A) v CENTS
per Linear Foot.
1,480 LF
PARTS MATERIAL TAX EXEMPT
. , ,'~.
Furnish and Install Special Bridge Rails,
complete for the sum of
DOLLARS
and ,/L-b CENTS
per Linear Foot.
TOTAL - PART III - BASE BID
/
P-30 of 39
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
77
$ ZZ-~. '7
s 'Zo 7 2 oo
/
,/
'SECTION- P - PROPOSAL
:ITEM QUAN. UNIT DESCRIPTION & PRICE IN WORDS
i
~1. ALTERNATE BID - CABLE CONCRETE VS. 18" GABION BASKETS
514 SY Furnish 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
~']~ ~Z /':I/~ P ,~ /Z,~'Y;' DOLLARS
and /-.C, CENTS
per Square Yard.
TOTAL PART III - ALTERNATE BID
(Part III Base Bid - Item 2 + Part III ALTERNATE BID Item 2A)
; ~
!TOTAL PARTS MATERIAL TAX EXEMPT $ (~ 7~ L)Db '
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
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
5~y< Z"~'~, .,c f~.'.~ DOLLARS
and ~,%-L, CENTS
per Each.
Vandal resistant surface mounted area
light, Moldcast # MDL-5-00-10-24-TPH,
complete in place for the sum of
L R
~DOLA S
and /L,.;c. CENTS
per Each.
P-31 of 39
¢.2ep, OcL;"
.. SEECTION' P - PROPOSAL
QUAN. UNIT
1 LS
DESCRIPTION & PRICE IN WORDS
Install vertical galvanized steel dser on
power pole, install conduit from power
pole to meter base, install pull stdng,
install meter base and rack and
coordinate extension of power and
setting meter with T.U. Electric,
complete for the sum of ,~.
7~'o~,.'~ //'~ ~,/'~.cv DOLLARS
and /'L'/'/ CENTS
per Lump Sum.
4. I LS
Install Concrete Control Pad. Control
Panels and Photocel. install conduit.
wire and electric service to proposed
light fixtures. complete for the sum of
DoLLARs
: '-<TOTAL PARTS MATERIAL TAX EXEMPT
~,.
,,,,,,__
and ,'~ CENTS
per Lump Sum.
TOTAL - PART IV - BID
TOTAL BID - PARTS I, II, III AND IV (BASE BID)
P-32 of 39
W&A #94-093
PAVING & DRAINAGE
UNIT
PRICE
TOTAL
PRICE
'~CTIdN" P' PROPOSAL
QUAN. UNIT DESCRIPTION & PRICE IN WORDS
HIKE AND BIKE TRAIL - ALTERNATE BID
3,170 CY
Unclassified excavation, including
placing excavated materials as
controlled-density fill as specified,
complete for the sum of
._~'--~:-/,/.-~-'r'J DOLLARS
and
per Cubic Yard.
CENTS
2. 1,425 CY
1,905 SY
28.6 TON
1,613 SY
Controlled-density fill for trail and
roadway embankment, complete for the
sum of
and /L-')
per Cubic Yard.
DOLLARS
CENTS
Preparation and manipulation of 6" lime
stabilized subgrade, complete for the
sum of
~c~ ~-/,"'?-- DOLLARS
and /4.2~ CENTS
per Square Yard.
Hydrated Lime, complete for the sum of
/"")/A-"~q""T "~'~ DOLLARS
and /i,)~ CENTS
per Ton.
12 wide 6" 3,000 PSI concrete Hike
and Bike Trail including reinforcing steel,
complete for the sum of
and
per Square Yard.
CENTS
P-33 of 41
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
!5~CTib~ P -PROPOSAL
QUAN. UNIT
44 SY
240 SY
LS
SY
DESCRIPTION & PRICE IN WORDS
14" 3,000 PSI concrete Hike and Bike
Trail including reinforcing steel,
complete for the sum of
~-)r?jg" //~,.,~a~"~ /%'~'PDOLLARS
and /1j,, CENTS
per Square Yard.
6' Wide Compacted Limestone
Screenings Jogging Path, complete for
the sum of
'-~',~ ]'E'T~'/U DOLLARS
and
per Square Yard.
CENTS
Place minimum 4" topsoil and
hydromulch seed parkways and slopes
(estimated 3,205 square yards),
complete for the sum of
.~E,',--' //gV/L ~- f' rO ~,;? DOLLARS
and /U:~ 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
~/c/'~'' DOLLARS
and /'J" CENTS
per Square Yard.
P-34 of 41
UNIT
PRICE
--
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
!
:: 5i~CTION P ' PROPOSAL
ilT,:""M QUAN. UNIT
·
! 10. 35 SY
DESCRIPTION & PRICE IN WORDS
Furnish and Install 12" to 18" Diameter
Hard Limestone Rock Rubble Riprap,
complete in place for the sum of
~'~%"u' j'VL~'?'U/ DOLLARS
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
$
11.
48 LF
and /"J'
per Square Yard.
CENTS
3" Schedule 40 P.V.C., pipe conduit for
street lighting, complete in place
including end plugs and markers for the
sum of
.F~:' ~/;~ DOLLARS
LF
and /U'~.,
per Linear Foot.
CENTS
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'-'/.F
and /l,,',~
per Linear Foot,
DOLLARS
CENTS
Special Grate Inlet per Detail cn Sheet
31 of the Plans, complete for the sum of
and A-~ CENTS
per Each.
18" Type "B" Headwall, complete for the $
sum of
",. 7-/,/L f'--/ ,,'L DOLLARS
and /[,O CENTS
per Each.
P-35 of 41
5F_CTiON P - PROPOSAL
C, EM QUAN-
!,,;0.
.. 15. 28
UNIT DESCRIPTION & PRICE IN WORDS
LF
E15. 8O LF
17. 86 LF
· ~ 76
LF
LF
0' to 4' Tall Gravity Retaining Wall per
Detail on Sheet 36 of the Plans,
complete in place for the sum of
E/E/'t/t/ ~/~" J"' DOLLARS
and 71xu 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
b~3b",/"///~.,,_/,,'~'~9 fz~'/f,,"'c/DOLLARS
and /t/e CENTS
per Linear Foot.
Pedestrian Handrail per Detail on Sheet
36 of the Plans, complete for the sum of
and /t.~u CENTS
per Linear Foot.
Furnish and Install Special Bridge Rail
per Section 04 Sheet S7 of the plans,
complete for the sum of
/ > DOLLARS
and /.,,'u CENTS
per Linear Foot.
Single Reflective Yellow Painted Stripe,
complete for the sum of
and / 6: A..,-/
per Linear Foot.
DOLLARS
CENTS
P-36 cf 41
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
/2 oc,.e
/ 0
ECTiON P - PROPOSAL
'EM QUAN.
10.
20. 406
21. 2
UNIT DESCRIPTION & PRICE IN WORDS
LF Single Reflective White Painted Stripe, $
complete for the sum of
E) ~ DOLLARS
and ':"~ CENTS
per Linear Foot.
EA 24" Reflective White Painted Stop Bar,
complete for the sum of
DOLLARS
and /~;~ CENTS
per Each.
22. 2 EA
/ ,.,
and
per Each.
23. 2 EA
24"x24" 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
DOLLARS
and
per Each.
/tju CENTS
24. 65 LF
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
DOLLARS
CENTS
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 ' / ~ ~ CENTS
per Linear Foot.
P-37 of 41
UNIT
PRICE
W&A #94-093
PAVING & DRAINAGE
TOTAL
PRICE
71
· VVeLR
PAVING & DRAINAGE
ITEM
NO.
25.
QUAN.
UNIT DESCRIPTION & PRICE IN WORDS
I EA Install Inlet Treatment and Maintain $
Erosion Control during Construction
Phase, for the sum of
~'~ /L/~'t-4,t~-o /(Aj DOLLARS
and /tO CENTS
per Each.
26. -86 SY Reduction in 5' wide 4" 3,000 PSI
concrete sidewalk including reinforcing
steel from Section I, complete for the
sum of
~''-L:u' -c:'Y~ '7~-d'/d D O L LA R S
UNIT
PRICE
TOTAL
PRICE
/
s'''
/7
and /Uo
per Square Yard.
CENTS
TOTAL - PART V - HIKE & BIKE TRAIL ALTERNATE BID
TOTAL PARTS MATERIAL TAX EXEMPT $ ~ ODD '
OPTION I:
OPTION I1:
OPTION II1:
OPTION IV:
OPTION V:
OPTION VI:
OPTION VII:
ALTERNATE BID OPTIONS
TOTAL BID - PARTS I, II (ALTERNATE BID), III AND IV
TOTAL BID - PARTS I, 11, III (ALTERNATE BID) AND IV
TOTAL BID - PARTS I, II (ALTERNATE BID), II1 (ALTERNATE BID) AND IV
S3.36C- 3B'L
s3 3-/z-.' w
TOTAL BID - BASE BID PARTS I, II, I11 & IV + ALTERNATE BID V ~$~. S'Z/(~SO ~'
TOTAL BID- PARTS I, II (ALTERNATE BID), III & IV + ALTERNATE BID V~$,.3, 5° 2-0 G'~Lfi. ~2'
't b'
TOTAL BID - PARTS I, II, III (ALTERNATE BID) & IV + ALTERNATE BID V $5,. V~ 7.72-0 -'
TOTAL BID - PARTS I, II (ALTERNATE BID), III (ALTERNATE BID) & IV
+ ALTERNATE BID V ,,~
P-38 of 41
vvc~
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
t~e Work.
7. BIDDER agrees that the Work shall be substantially completed within ,Z'70 .. working days and
completed and ready for final payment within :~c'~0 working days from the date when the Contract
Time commences to run.
BIDDER accepts the provisions of the Agreement a's to liquidated damages in the event of
',~ilure 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.
Title
Address
Respectfully submitted,
Phone No.
FAX No.
L+-
· ~{Imunication concerning this Bid should be directed to the attention of
a corporation
P-37 of 39
5~CTION
P-PROPOSAL
W&A #94-093
PAVING & DRAINAGE
BID AFFIDAVIT
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 prices are extended at the price offered, and upon the conditions contained in the
Specifications of the Notice to Bidders. The period of acceptance of this bid will be ninety (90) calendar
days from the date of the bid opening.
STATE OF ~ K',.~ / COUNTY OF .Z,~,~ /l~ /
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
swom, did depose and say:
/ ~ XD,, , on
who after being by me duly
!
/
execute the foregoing on behalf of the said
am a duly
authorized officer/agent for
and have been duly authorized
AND SWORN to before me by the above named
_~ 0 "" day of /-fpc ,' /
P-38 of 39
Nqtary Public in and for the State of
(
~ ~ NOTARy PUBLIG
~ State of Texas
Cornre. ExD. 03/2T/2000
j~ and address of Bidder:
_
;: ~li~ne: C_~ c/'c/'~-
:..: .~.:~:.~.
hereby certify that the foregoing bid has not been prepared on collusion with any other Bidder or
~i'dvidual(s) engaged in the same line of business pdor to the official opening of this bid. Further, I certify
~t~t~e Bidder is not now nor has been for the past six (6) months directly or indirectly concerned in any
~;1~:i, agreement or combination thereof to control the price oi services/commodities bid on, or to
~._i'lt~ence any individual(s) to bid or not to I~id thereon."
.B
~' 5EECTION P ' PROPOSAL
W&A #94-093
PAVING & DRAINAGE
AFFIDAVIT OF SAFETY RECORD
(I) (We) the undersigned do declare and affirm that (my) (our) firm or corporation (has) (have) received
L:::P citation from the Occupational Safety and Health
Administration (OSHA) within the past two (2) years and (I) (We) do further declare and affirm that (my) (our) firm or
corporation (has) (have) experienced ~, worker injuries related to construction safety on projects
wiffiin the past two (2) years,
Name of Subcontractor
Officers Name & Title
S~gnature of Officer
Date
Name of Firm
Officers Name & Title
Signature of Officer'
Date
, STATE OF TEXAS §
a Notary Public in and for the State of Texas, on this day appeared
known to me to be the person whose name is subscribed to the
~ /Z'~.z,c .~ "T,', ,:.
Impgoing instrument and ackhowledged to me that (he) (she) (they) executed the same for the purposes and
mmiderations therein expressed as the act and deed of said firm or corporation, and in the capacity therein
~Gt~r,N UNDER MY HAND AND SEAL OF OFFICE THIS
/
DAY OF ,,~ ,~:c, , 19}J;. A.D.
¥
Notary ~-bu~-.io.~n.d..f.9'.~t.,h?...S..t~te of Texas
! TERESA J. ~)AVISSON
NOTARy PUBLIC
...............................
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