HomeMy WebLinkAbout0850-72_Baseline Avenue/Almeria Avenue - Sewer Project_10.4ESIFfe
BID SHEET TAB - CITY OF FONTANA
BID OPENING DATE: February 4, 1993.. TIME: 2:00 p.m.
LOCATION: City Hall, 8353 Sierra Avenue, Fontana, CA.
SUBJECT: Construction of Baseline Avenue and Almeria Avenue Trunk
Sewer System
RESS & PHONE
BOND
INS.
AMT.
Peter C. David Co.
.K.E.0 Conpany
Mladen Grbavac Construction
5 Argonaut, Ste 25C
Laguna Hills, .. 9265E
200 N. Sherman
Corona, 91720
P.O. Box 150
✓
✓
111 p 1
63
Arcadia,.91006
1 R4f11 �Tnn un
- & Cu. , GPAs
Kershaw. Construction Co.
140.46 Santa Ana
v
-
Fontana,' 92335 •
Tamar Engineering
8582 Heilman
L.-
S lQ/
_
Corona, .91720 .
Kenko Inc.
1025 Calimesa Blvd.
�j 371
Caliznesa, Ca.- 92320
Christeve Corp.
233 Longley Way
Arcadia, CA 91007
i,-.
;,.
G 7 C,
C.P. Construction Co.
P.O. Box 1206
v✓-
.A -
Ontario, CA 91762
Bonadiman-McCain, Inc.
P.O. Box 6444
✓
✓'.
C 1 \
San Bernardino, CA
92412
Maj ich Bros_.
1286 E. Calaveras St.
V.--
✓
639
Al€aDena, Qa:91001
Miramontes
P.O. Box 90095
16 '1
City of Industry 91715
Albert W. Davies, Inc'
8737 Helms Aven
,,-
✓
41,4
'l.laden Buntich Const. Co.
Rancho, Cucamonga,
8823 Fenwick St.
CA
5 7 6
Sunland, CA 91040
Utah Pacific Construction
40940 Eleanora Way
-,,.--.
✓
513 3
Murrieta, Ca. 92562
Mobassaly Eng., Inc.
P.O. Box 295
_
Azusa, CA 91702
✓
✓
51 1
Gq a�v
I.I0
cro
Oce
4-32-
c�u
ti0
Page 2
BID SHEET TAB CITY OF FONTANA
BID OPENING DATE: Feb. 4, 1993
TIME: 2:00 P.m.
LOCATION: City Hall, 8353 Sierra Avenue, Fontana, CA.
SUBJECT: Baseline Ave. & Almeria Ave. Trunk Sewer
NAME COMPANY
17. B&A Const., Inc.
18. ? J?r iA (�i.;`��Ac;i+ut.
19. Vicco Construction, Inc.
20. Colich &'Sons
21. Merlin Johnson Const.
22. S. J. Burkhardt, Inc.
23. Riverside Pipeline, Inc.
24. Yelich, Inc.
25. Calfon Cont.!
26. O.D. Beavers
ADDRESS & PHONE. BOND
15842 Boyle
Fontana, CA 92335
4879 Calle Estrada.
La 7- erne, CA 91750
547 W. 140th St.
Gardena, CA 90248
P.O. Box 777
Mentone, CA 92359
6157 Marlatt St.
Mira Lana, CA 9175
3131 Van Buren Blvd.
Rit. &side, CA 9250i
?.O. Box 246
Sierra Madre, Ca
91025-
?:Q Box 7 •
Rialto, CA 92377
1704 Orange AVe.
West Covina, CA
91790
iY
INS. AMT.
j. c I 2-1_`I `1
6 y,4i4ab
62-41710'=
ti
5 9 s, -57-t-
_ �v
5-39/10-0
d
ENGINEER'S ESTIMATE
CITY OF FONTANA
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALMERIA AVENUE
TRUNK SEWER SYSTEM
ITEM DESCRIPTION
NO.
ESTIMATED UNIT UNIT TOTAL
QUANTITY PRICE AMOUNT
1. 21" V.C.P. SEWER (EXTRA STRENGTH) 3,504 LF $ 70. $ 245,280.
2. 18" V.C.P. SEWER (E.S.) 2,406 LF 60. 144,360.
3. 12" V.C.P. SEWER (E.S.) 18 LF 50. 900.
4. 8" V.C.P. SEWER (E.S.) 171 LF 40. 6,840.
5. 60" MANHOLE 21 EA 3,300. 69,300.
6. REMOVE PLUG & JOIN 21" V.C.P. 1 EA 1,500. 1,500.
7. SAWCUT AND REMOVE A.C. PAVEMENT 43,500 SF .50 21,750.
8. A.C. PAVEMENT (BASELINE AVENUE) 1,200 TONS 40. 48,000.
9. REMOVE PLUG & JOIN 18" V.C.P. 1 EA 1,500. 1,500.
10. 12" SEWER PLUG 1 EA 150. 150.
11. 8" SEWER PLUG 14 EA 100. 1,400.
12. STRIPING 1 LS 7,000. 7,000.
13. TRENCH SHORING, BRACING OR
SHIELDING AND APPURTENANT WORK 1 LS 20,000. 20,000.
14. CLEARING AND GRUBBING 1 LS 5,000. 5,000.
15. POTHOLE EXISTING UTILITIES 2 EA 500. 1,000.
16. 21" X 6" LATERAL WYE 8 EA 175 1,400.
17. 18" X 6" LATERAL WYE 44 EA 150. 6,600.
18. 6" X 4" REDUCER 52 EA 50. 2,600.
19. EXCAVATION (ALMERIA) 1 LS 10,000. 10,000.
20. 15" V.C.P. SEWER (E.S.) 28 LF 50. 1,400.
21. 15" SEWER PLUG 1 EA 300. 300.
22. APPLY DRY HYDROSEED MIX ON GRADED
AREA OF ALMERIA AVENUE 1 LS 7,000. 7,000.
• •
ENGINEER'S ESTIMATE
CITY OF FONTANA
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALMERIA AVENUE
TRUNK SEWER SYSTEM
ITEM DESCRIPTION
NO.
ESTIMATED
QUANTITY
UNIT
UNIT TOTAL
PRICE AMOUNT
23. TRAFFIC CONTROL WARNING SIGNS,
BARRICADES AND ALL RELATED WORK*
24. BRICK & MORTAR PLUG
25. REMOVE EXISTING MANHOLE AND
5 LF OF 8" V.C.P. SEWER
26. 48" MANHOLE
27. PIPE GATES PER S.B.C.F.C.D.
DETAIL SP 209
28. EROSION CONTROL SANDBAGS
1 LS $ 10,000. $ 10,000.
4 EA 500. 2,000.
1
1
2
1
LS
EA
EA
LS
3,000. 3,000.
2,500. 2,500.
1,000. 2,000.
2,000. 2,000.
SUB -TOTAL $624,780.00
10% CONTINGENCY $ 62,478.00
GRAND TOTAL $687,258.00
*INCLUDING ARTICLE 7-10.3 OF SPECIAL PROVISIONS
• CITY OF FONTANA
goladb 4,>floW
PROPOSAL BIO SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALMERIA AVENUE
TRUNK SEWER SYSTEM
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
21" V.C.P. SEWER (E.S.)
18" V.C.P. SEWER (E.S.)
8 " V.C.PSEWER (E.S.)
60" MANHOLE
6 '5% REMOVE PLUG S JOIN
3,504 LF
2,406 LF
Lf
171 LF
21 EA
10 ?A4, teo.
• 690 144- upo.
•
.510
WO V?,300.
21" VCP
SAWCUT AND REMOVE A.C.
PAVEMENT
g i7: A.C. PAVEMENT (BASELINE
q
1 EA
43,500 SF
.60 21,150.
AVENUE)
18" SEWE-R—P•LUG Jc-P
/1- • ill 445e , etto
8" SEWER PLUG
STRIPING
TRENCH SHORING, BRACING
1200 TONS
2'EA
5
14 EA_
1 LS
4o 4-(moo
It5ea®
4e►S'oo
OR SHIELDING AND
APPURTENANT WORK
CLEARING AND GRUBBING
POTHOLE EXISTING UTILITIES
21" X 6" LATERAL WYE
1 LS'
1 LS
2 EA
8 EA
P-12 - A
MOO 2010.
,oDo ,DCD.
boo I if o,
11( 1,400,
•
/i/3o/9 Z
,Qor- ILf�l'6�,
a,e71-hs- cite/
7cr /z
• CITY OF FONTANA
iiefulAvh Ix(
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALVERIA AVENUE
TRUNK SEWER SYSTEM
ITEM
NO.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
18" X 6" LATERAL WYE 44 EA
6" X 4" REDUCER 52 EA
EXCAVATION (ALMERIA) 1 LS
15" V.C.P. SEWER (E.S.) 28 LF
15" SEWER PLUG
7,2 ; HYDIv s-�D aOf •
APPLY
1 EA
1400,
110400 : 10,000•
I0 1 1 bo.
300 3w.
GRADED AREA OF ALMERIA AVE. 1 LS
* TRAFFIC CONTROL WARNING
1-6
SIGNS, BARRICADES AND
ALL RELATED WORK
BRICK 8 MORTAR PLUG
REMOVE EXISTING MANHOLE
AND 5 LF OF 8" V.C.P.
SEWER
48" MANHOLE
PIPE
C.
1 LS
4 EA
1 LS
1 EA
PER S.B.C.F.C.D. SP209 2 EA
EROSION CONTROL SANDBAGS 1 LS
1 oo0 "
460.
tot000 lope
5000
250P
to
(1, oco
*INCLUDING ARTICLE 7-10.3 OF SPECIAL PROVISIONS
L TOTAL, 0 '?o • 1,71410i
P-12 - e Ib (Da loo A ,09'Obist
fc4641D Ttaf + &17,143 • i9(571,
DATE: f•I$- 1
• SEGMENT 1•
.•
EXHIBIT 'B` uar
eae ovA heroin are booed *idler
loroosaatloa provided to ONoli
lwee: by oliews
Omit
beat available ladaatry data at the tL
ENGINEER'S COST ESTIMATE CITY AND DEVELOPER ARE RESPONSIBLE preparation.
Mai•laof . eaoaoeit Osioe l:1.i
FOR EACH SEGMENT OF THE MASTER PLAN OF SEWERS PROJECT., "eat'
ASELINE AVENUE AND BEECH AVENUE TO ALMERIA AVE
. I PRI
y0
a
J. 'IV V.C.P. Ciw11t* i1RSMSTM)
t. MMMMOL*
•
1 8. .-4 soosessioss
Rirue
• y. ISM rule Caa1 ..► AMA* •
•J.21.1 Lr
sort A.
.�. Li iiJ
1. ieMOVIS eiK.ST. ► * ainat Ertel. C.r ss
• As. is/►Matl•R a4.44 OL. r
4. A .C. *AVSMI * 1
M. RTRI ,ICM cif M�oRMO
1ftNOR osann4Ml& ervils W
•. .
A. Mamba/AI /•t.b 111lU4 O.
4. 14* rSC. a021•110 . 0•11M/6 Olaf #TILL asMv
o VA
3
ASS ar
e Lr
1 LS
1 d
I I R$ leae!<
1 1.S
I La
1 Ls
I LS
L.
411.40
600•• LS
tucuApep
/LS
to C00.•VLS
E
• ape.
53.326.••
�. 000.••
a 000••
10. 000
DEVELOPER RESPONSIBILITY
fy� ! ..S CCMST •
` er 1 A 4LL-
r�.ry •u C • TR16u1'6 10%4.00 .
21,
143."
TQTAL
1... A• ai; t= MMN IMO Aa>s 410 dB Li• • lgr S 200
•
ITEM
I: ALMERIA AVENUE AND BA- ELINE_AVENUE TO WALNUT B�H'I•AV NUGHLAND/HAVEN)
PPRRII
Q.ANTITVLUN1T:
• Ia• 4sW45 Jawul C merRA• i riesmoGTM
a. 11,0 a a• Lwn•ItAL *vim
t. ti • •ssesR MMN (u TR^ *itSt. T$ 4
S. tL • a d • L.A7tttt4t- Sniff
1411EVA.TICI,J
SWOP*MnGM3 sita11RaMli /fp IwUR1eNWt
Ago allm..w
la Go s 44 Rimssco R
iTsmelt £ [COMM a•*Ai/
. /Iio_ON ept1M'OL. aMtpi/"M
:� {�i'ia:t�• a . i• .1
ITEM
,.1.: agev1A+AAa'f/R mite/VMS
alielefirt rip slaws max RowCS e11Sf. A•C
. d#'SS1i eit I4,61N [ .iuv.* irriatwmfl+)
.Ir1wAirtNa •
+; Itlllewa AIR ol[ swrtvr+a AmOmpaRyssix . .
?. i CON wm`F MLN a 616_14 1ACADGf
. q
r�.
Li
UNIT GE
BL G}
SUB -TOTAL
•
I NcwpSD
so0.~J r
mh
480.
a 000.°!
O•
DEVELOPER
88 LF
2
W
'•e
2,•.•ao
Sir R
Vre
RESPONSIBILITY
25.•• - i 2 too•°•
•• - • • w
2113 a-r 2O.`•J1-,
4� a IC>r1'+/EA
2S•� Lr 1 25"/LF
0 eA too
51. •zs.
4,400. •e
7.126.••
9C0a
ll••�LNOR�
1MCtuoev
NO18 ' T►�
t
17EVE_o1•1-qNE co
S 9 2.350"
E$9ONSIBILITY
SUBTOTAL
GRAND T^ •f
4 q,' 7. °°
$ 66G.84 OO
9_2,350- °°
•
CITY OF FONTANA
• FAI6v,b
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALMERIA AVENUE
TRUNK SEWER SYSTEM
ITEM ESTIMATED UNIT TOTAL
NO. DESCRIPTION QUANTITY PRICE AMOUNT
1. 21" V.C.P. SEWER (E.S.) 3,504 LF
2. 18" V.C.P. SEWER (E.S.) 2,406 LF
3. 8" V.C.P. SEWER (E.S.) 171 LF
4. 60" MANHOLE 21 EA
5. REMOVE PLUG & JOIN
21" VCP 1 EA
6. SAWCUT AND REMOVE A.C.
PAVEMENT 43,500 SF
7. A.C. PAVEMENT (BASELINE
600 1,500 .
060 21,15D. i
AVENUE)
1200 TONS
2 EA
4b
,DD
9.
8" SEWER PLUG
14 EA 100 1,4-ob.
10.
STRIPING
1 LS 1/000 /MO.
11.
TRENCH SHORING, BRACING
OR SHIELDING AND
APPURTENANT WORK
1 LS'
W,000
,24/0,"ice
12.
CLEARING AND GRUBBING
1 LS
/000
6,000.
13.
POTHOLE EXISTING UTILITIES
2 EA
gj00
I iCCO,
14.
21" X 6" LATERAL WYE
8 EA
11(
14-u(),
P-12 - A
CITY OF FONTANA
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
BASELINE AVENUE AND ALVERIA AVENUE
TRUNK SEWER SYSTEM
ITEM
NO. DESCRIPTION
ESTIMATED UNIT TOTAL
QUANTITY PRICE AMOUNT
15. 18" X 6" LATERAL WYE
16. 6" X 4" REDUCER
44 EA
52 EA
17.
EXCAVATION (ALMERIA)
1
LS
10400
10,000,
18.
15" V.C..P. SEWER (E.S.)
28
LF
%
• LL4tO.
19.
15" SEWER PLUG
1
EA
300
3c;
20.
4APPLY SOIL STERILANT ON
GRADED AREA OF ALMERIA AVE.
1
LS
-7-100
600.
21.
TRAFFIC CONTROL WARNING
SIGNS, BARRICADES AND
ALL RELATED WORK
1
LS
(0400
I4I .
22.
BRICK & MORTAR PLUG
• 4
EA
600
21000.
23.
REMOVE EXISTING MANHOLE
AND-5 LF OF 8" V.C.P.
SEWER
1
LS
5000
31000 ,
24.
48" MANHOLE
1
EA
1,50
q,50°'
/i10394
25.
PIPE GATES PER S.B.C.F.C.D. SP209
2
EA
I DOD
26.
EROSION CONTROL SANDBAGS
1
LS
/1/000
11000 ,
INCLUDING ARTICLE 7-10.3 OF SPECIAL PFOVISIONS
P-12 - B
•
6t
A
.6U��DiA�l� #
II �,n
((L(P , I Jv..
06/0 (Dtmop
A 60,I4a.
th -10-rm
%il,74.3,
•
EXHIBIT 'B'
Unit costs used herein are based either I.
formation provided to 'Caginess by client,
the best available industry data et the tL
ENGINEER'S COST ESTIMATE CITY AND DEVELOPER ARE RESPONSIBLE preparation. 'Caginess assume. no re.pon.iba
for the exactness of such unit prices in six
DATE: 6-18-92 'FOR EACH SEGMENT OF THE MASTER PLAN OF SEWERS PROJECT. • _ •
1: BASELINE AVENUE AND BEE H A N E A A AVENUE DEVELOPER RESPONSIBILITY
ITEM /UNIT UNIT PRICE TOTAL
3.21°1 um70'• Lr S 225.380,°'
L 210 v.c.r Ccxre. elastA na)
! GO' os'. ieW .AA.IWO%.a 1.0 i!A
se LP
4 fir
gTL1p
T AND REMOVE GI.t A.C. 01/UMC• T
1fi" V.C.rj Mltµ ru4G Cwri*A rt.WN&T1A
s 11' V.0 T• (wxTR.► siirowS11.0
Lr
• 11'1 L9
�Mo nit mulaT. MA.1NOLs owe r nvr 1r tar sun ogt iii
4. A .C. *AV Mew/ V
r. SympiNgd
a . ntePJCN j s01/ I oR c/e=L0SIJw iiifteUMINNIE0801
It. eta►Ipudi M10 sera/Miff
4. TRAR'IC. oon,nmoL ►wtwws Amos wceaas tAu. maw MIMIC
3000.'•/
Is LT
(i 6 na41.
1 LS
I LS
1 1„S
I Ls
0.
1.••/ SF
60."/ t.T
GO."/ r 5.•500.:
•• LS .°
"
46." 03.326.4O
►wcLuosp
3.Ooo'O1L5 3 000
I0,000.•YLS 10_ 00o.'
M0'T's. -n.os COIJSTRUCTON IS P/4AT or
Al I - N A ALL_
• t- a ..
."�1=�?7Ja.I d ter•
TAAL-' -3 s64, 143.
41 SEGMENT f: ALMERIA AVENUE AND BASELINE_AVENUE TO WAI.N.UT •AVENUE. (HIGHLAND/HAVEN)
ITEM QUANTITY/UNIT: ' UNIT PRICE TQTAL
As Lr S 2l••
Goswo•138,
Isom"1/0 6-
M . A" sables MAIN tom raw two
L 80' D t.*T t1t MANMOI.e:
• 1e" EtWtR .tasIN [ socrrel► ST1tosIST1•i
. ID° x a • LAT11l14►L Writ
/• 21 • SeWwlt MA1W (wire^ l7ltSNaTM
S, . • I- TRR. L.. NYSE
RXC.A%AT1owl
II
nee Jd/ spawn �Ir we MI MIw owe so mAimessor
dlRysQINP
10 EA
sea Z.
LF
G1
480 LP
a
oy
1 Ls
Ls
70.•• r
1 75.• 1P
i.
•INCLUDED
3000.
N 6•n4° RwD R 450
M• mewls cATver. CQIwN t.Ip• e, NA
0180SION aooncol. arrow as
rR_ igp 10800
..'*IA AVENUE TO QUZ[QARY OF DEVELOPER RESPONSIBILITYITEM
UNIT PRICE TOTAL
1 Qr t 4 3 000. °f/EA 3�0. °•
4317 Sr I.(°/sr 9,517..0,
6O.pO/Lfr
43.433
1 400:1•
00
e•
oe
rp °o
1 4-03.
2_073. •°
°o
�8''�SGWsJ
T1• VWew E
DEVELOPER RESPONSIBILITY
H CA
q 26.-/Lr
' Wyss 44 G icco•/EA
• LLrYek 29•f I r ••/ LF
y,1Yes ® COS 1 •/eA
00.°°
a 20, 000.
57 825. •°
▪ 4,400."
• 7.123.••
_000 "
ANcsvow b
I NCLUDE.D
1. O' 64As *wTS![ '4 1•01101-0
t WIauT Aso RISMOVet AND AIt.I►Ca Oran AC IsIE.#r.
• UV/ 2I*WII I MAIN (w1C1v.' si1ReaJST7i)
A•c,PAV144 4./.
▪ STImrING
T t i i lHOMNG hilts* oR £IYf%D1•K I IO alptiefeloX
TRArric - coP1 L. w J1Nt: S_ dMI
f's4LPgRIc�DEs D
ALL li'tLA1W
St RA
`It
Ls
LP
2 54 TONS
LS
000.
43 '°
FA
L000. "IL S
INCLUDED
"
2 000.°D
12..430."
41 520. °O
L430 °°°°
NO 1E ! T1+1s
00IJ aTRU011 ON
Is
°I 360
PART
of•
OVerAL.L_ CITY M/5T'e12 PLAID TtµT ALL
tevEL01014.4ENIS CONTR%AuTe To V. RO.
3 000 . °° LS 3 000.
SUB -TOTAL
GRAND 1'n- e
Cog ,�G�•oo
It 66G . 840 ° °
qC
9 2 S50 °° __•