Exh 8AAGENDA ITEM #8A
AP1tII, 22, 2002
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM: Construction for the Core City Improvements Project
SUBMITTED BY: Robert S. Kosoy, P.E. '~S~`
Director of Public Works GG
DATE: April 15, 2002
BACKGROUND:
On April 3, 2002, bids were opened on the Core City Improvements Project. Eight firms were
prequalified and bids were received from four. The attached bid analysis shows the following
results:
Firm Subtotal 15%
Contin enc Total Aggregate
Base Bid Price
Jensen Civil Construction $3,190,162.70 $478,524.41 $3,668,687.11
Petticoat Contractin ,Inc. $4,106,070.00 $615,910.50 $4,721,980.50
John Woody, Inc. $4;660,283.19 $699,042.48 $5,359,325.67
Su erior Construction $4,776,450.08 $716,467.51 $5,492,917.59
On Apri14, 2002, the appazent low bidder, Jensen Civil Construction (JCC). requested a meeting
to address several concerns and this meeting was held on April 8, 2002. On April 11, 2002, a
letter from JCC was received summarizing their concerns regarding roadway maintenance during
construction, roadway construction and payment for construction dewatering. The first two
issues were further discussed and clarified in a preliminary sequence. of work submitted by JCC
on April 12, 2002. The third issue, payment for construction dewatering, will result in a
significant overrun in their bid price.
After the initial meeting of April 8, 2002, the design engineer was contacted and asked to explain
the intent of the dewatering item, shown on page SOV-1 of the specifications and listed as
"700 LF." Mr. Neil Aikenhead's interpretation was that this was intended for the deep storm
drainage and was a rough estimate. He further concluded that due to providing this quantity, but
not explicitly stating that the dewatering was included for all storm drainage and sanitary sewer
piping, (as the specifications had for water line piping, baffle boxes and the weir), that a bidder
may have misinterpreted his intent. The net effect is that instead of "700 LF", approximately
15,000 LF at $20 per lineaz foot or $300,0000, an additional $286,000, will be paid to JCC if
they are awarded the bid, based on their interpretation of the specification.
On April 11, 2002, a letter was received from Petticoat Contracting, Inc. (PCI) stating that their
bid included all the required dewatering and maintenance of traffic requirements. PCI further
advised that if additional payment is considered for the apparent low bidder, they will lodge a
formal bid protest.
AGENDA ITEM #8A
APRII. 22, 2002
RECOMMENDATION: After consultation with the City Attorney, it is recommended that
we re-bid the project in order to give all bidders an opportunity to
bid on a further clarified scope of work.
BUDGET: Funding is available from the Utility Revenue Bond
Construction Fund
ATTACHMENTS: Bid Analysis
Two letters from Jensen Civil Construction
Letter from Petticoat Contracting, Ina
REVIEWED BY CITY
C9y of Atlantic Deach
Core Cdy Improvements Project
April 3, 2002
BID p0102-13.
3:00 PM
~5
R wired Documents Callaway
Coniractin Gruhn-May
Inc. Hubbard
Construction Co Jensen Civil
Construction John Woody
Inc. Milestone-
Cart Petticoat
Cont2clin Ina Superior
ConsWCtion Engineer's
Estimate
Bid Bond in fhe amount of 5%of the bid No No X X NO X X
Od trial Insurance Certi(cates Bid Bid X X Bid X X
Bids Submitted in Tri licate Letter Letter X X Submitted X %
Si ned C of Document R uirements Checklist Received Received X X X X
Acknowled merit of en Addendum X X X X
Com feted W-9 Form X X X X
1. Performance 8 Pa merit Bondi 521000.00 541 600.00 581 500.00 520,000.00 530,000.00
2. Maintenance of Traffic 529500.00 530000.00 550000.00 520000.00 5200000.00
3. Roadwa Reconstruction 51044 828.20 51,602,872.22 E7 108 665.10 51 677,200.08 E1 100 423.00
4. Stormwater Oraina e S stem Construc5m 5938 9]0.00 51 328132.42 $1 284 243.00 51 118 DS8.00 51459,119.00
5. Wafer Distdbulian S stem - 5714 655.75 $1 180 321.00 5828,727.80 51439,222.50 51097107.25
6. Wastewater Collection S stem 5173,910.75 5374 035.55 5221,472.00 3558 989.50 5226 768.00
7. Si nin BMarki $37000.00 552848.00 538600.00 520000.00 §25000.00
B. Survei ,Adminislra5on8Miscetlaneous - 5220000.00 529372.00 5453,554.10 520000.00 .550000.00
9. Bid Packa a Mlacellaneous
SUBTOTAL
10. Fifteen Percent 15% Comin nc
50.00
50.00
50.00
50.00
50.00
50.00 510 SOO.OD
53,190182.70
5478524.41 570000.00
54680283.19
E899042A8
50.00
50.00 55486.00
54106070.00
5816810.50 55,000.00
54,778450.08
3718 7.51 520 OD0.00
54,202,417.25
5830382.58
Total A r to Base Bid Pdce 30.00 50.00 50.00 53,688,887.11 55,359,325.87. 50.00 E4 721 980.50 Sb 492,917.69 54,832,779.84
Correct Item 3 is incorrect. Correct Item 3 is incorrect.
Corrected figures: Corrected figures:
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Award of Bid based on Depadment Analysis and Commission Approval
SANITARY SEWER
72"PVC (SDR 35)
70" PVC (SDR 3S)
8" PVC (SDR 35)
MANHOLE TYPE"A"
SERVICE L4TERALS
REMOVE EXIST SAN. MANHOLE
ADJUST MANHOLE TOP
REMOVE EXIST PIPE
GROUT FILL EXIST SS PIPE
SEWAGE BYPASS/COLLECTION
TESTING $ SAMPLING
TOTAL SANITARY SEWER
Lf 30 $85.00
LF 385 $24.50
LF 2095 $11.00
EA 12 $3,200.00
EA 124 $620.00
EA 12 $380.00
EA 14 $350.00
1F 385 $6.00
lF 1971 $4.25
EA 28 $42.00
LF 2490 $1.45
$1,950.00 $133.70
$8,942.50 $92.60
$23,045.00 $89.65
$38,400.00 $2,830.00
$76,880.00 $530.00
$4,320.00 $600.00
$4,900.00 $400.00
$2,310.00 $4.00
$8,376,75 $2.80
$7,176.00 $800.00
$3,610.50 $3.00
$4,011.00 $79.00
$33,799.00 $45.00
$167,816.75 $32.00
$33,960.00 $3,900.00
$65,720.00 $470.00
$7,200.00 $125.00
$5,600.00 $350.00
$7,540.00 $3.50
$5,518.80 $3.00
$22,400.00 $350.00
$7,470.00 $2.85
$773,970.75 $375,035.55
2~5
$2,370.00 $45.00 $1,350.00
$16,425.00 $52.00 $18,980.00
$67,040.00 $45.00 $94,275.00
$48,000.00 $8,800.00 $81,800.00
$58,280.00 $1,950.00 $247 800.00
$1,500.00 $1,920.00 $23,040.00
$4,900.00 $812.00 $11,368.00
$1,347.50 $13.00 $5,005.00
$5,913.00 $8.50 $12,811.50
$9,800.00 $2,100.00 $58,800.00
$7,096.50 $4.00 $9,960.00
$221,472.00 $558,989.50
9
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tY PVC (OR 25) WATER MAIN
8' PVC (DR 25) WATER MAIN
8' PVC (OF2 T8) WATER MAIN
6' PVC (OR 25) WATER MAIN
2' PVC SCH b
REMOVE EXIST. FIRE HYD.
INSTALL FIRE MYD.
12' O.I. GATE VALVE 1M.J.1 W/.
8' DJ.OATE 4ALVE (M.JJ W! B8C
2` D.I.OATE VALVE IM.J.) W/ 86C
1Y 94DEOREE D.1. ELBOW6 QA.J
12' 4SDEGREE DJ. ELBOWS (M.J
$' 90.OEOREE D.1. ELBOWS OB.J.)
B' 4SDEGREE D.I. ELBOW9 6dJJ
8' 71-1/4-DEGREE OJ. ELBOWS @1.
8' 80-DEGREE D.L ELBOWS (M.J.)
6' 48-DEGREE D.I. ELBOWS (51.JJ
2'lKFDEGREE D.I. ElBOW3 (M.J.)
12'D.1. TEE
B'D.1. TEE
8'0.1. TEE
72'XB'D.1. TEE'
72'X8' D.1. TEE
8'ke' D.I. TEE
12Y6'D.I. CROSS
1258'D.1. CROSS
12X8' TAPPWG SLEEVE 8 VANE
12' TAPPING SLEEVE b VALVE
to'%8' TAPPNG SLEEVE b VALVE
10° iAPPWO 6LEEVE 8 VALVE
8' TAPPING SLEEVE 8 VALVE
8' TAPPING SLEEVE b VALVE
2'CORP STOP
IRRIGATKN! TAP
8X2' SRDOLE SERVICE
Bk2" SADDLE SERVICE
12')Q' SADDLE SERVICE
12' CAP
8' CAP
8' CAP
Y CAP
tYXB'REDUCER
12'Xt0`REDUCER
8`X6' REDUCER
REMOVE B b C
2" PRESSURE-VACUUM BREAKER
FLUSHING MVO. WlSAMPLE POINT
1/2" TEMP. SAMPLE TPP
REMOVE EXIST PIPE
GROUT FILL EXIST WM
SERVICE CONNECTK)N
Y SERVICE COMNECTK)N
REMOVE d REPLACE EXIST.
CONC. SIDEWALK
TESTING 8 SAMPLING
TOTAt WATER
lF
46t5 $20.m Em,3m.m $52.70 5237,940.50 $26.m $117,3m.m 335.m
57t4 $14.50 $$2,853.m $45.70 $261,129.90 $18.m $102,852.m S28.m
765 $18.m 513,770.m 447.m $35,955.m $19.m $14,535.m $2B.m
3330 $iB.m $m,072m $42.60 $142,028.40 $14.m 546,678.m $24.m
705 $6.m $830.m $17.35 ;1,921.75 S13.m $1,365.m f45A0
15 $295.m $4,425.m E23o.m $3,450.m $50.m $750.m $BSO.m
22 57,835.m ;35,750.m 51,540.m $33,880.m 81,4aD.m f32,560.m $3,437.m
22 $t,335.m $29,370.m 57,278.m $28,73B.m $3,4TO.m 575,240.m $t,870.m
fz $t,vs.m $1s.am.m ;sa6.m sa,35z.m st,ato.m s2i,na.m st,o4o.m
28 $1,175.m $m,5m.m 5489.m E12,7/4.m $1,140.m $29,810.m $820.m
1 $3m.m $380.m $143.m $143.m f285.m $2a5m $320.m
1 5875.m $B75.m Y370.m $370.m 5T65.m ;]65.m E2,223.m
38 $355.m 512,980.m E346.m $12,458.m $845.m E23,220.m $2,5m.m
4 5250.m $1,Om.m 5213.m $852.m $375.m S1,Sm.m $1,820.m
35 5575.m $20,125.m E204.m E],140.m $330.m 511,550.m S2,m0.m
1 $235,m §235.m $Tmm S2m.m 5330.m E3m.m $i,im.m
1 $235.m $235.m ;2m.m S2m.m E330.m 53m.m $6m.m
8 Ytm.m $1.620.m 5761.m $1,288.m $255.m $2,040.m $B/0.m
10 $190.m 57,9m.m $158.m ;1,580,m $225.m $2.250.m $580.m
t $]S.m $75.m $18.05 $18.05 $SO.m $m.m $775.m
9 5440.m $3,9m.m 46o4.m $4,536.m $1,2m.m E7i,070.m $2,e54.m
T $315.00 $315.m $308.m $3m.m $555.m E555.m S7,im.m
4 $240.m $9m.m $273.m $852.m $375.m $t,5m.m 8980.m
7 544o.m $3,Om.UO $965.m $3,255.m 57,O2o.m ST,740.m S2,2t5.m
5 $825.m 84,t25.m 5448.m 3T,2m.m $975.m S4,S75.m 52,i70.m
1i $295.m $3,245.m $28B.m 53,179.m $525.m $5,775.m $1,1m.m
3 $$OO.m f1,im.m $533.m $7,599.m $1,m9.m Y3,240.m 52.477.m
7 $5-05.m Ss1s.m $567.m ;SBT.m E1,i55.m $1,155.m $2,550.m
T $3,3m.m $6,7m.m $2,740.m $4,T80.m S3,Sm.m $7,OOO.m $3,980.m
1 54,9m.m $4,9m.m $3,356.m 53,338.m $3,9m.m S3,9W.m $4.150.m
3 $3.3m.00 S9,9m.m Y2,057.m i6,ilt.m S3pm.m Ef0,2m.m $3,874.m
1 $q,i50.m $4,i50.m $2,14$.m $2,148.m S3,lm.m S3,fio.m $3,9m.m
4 $3,225.m $T2,9m.m $2,m7.m $8,028.m $3,2m.m $12,8m.m $3,255.m
4 $2,725.m E10,9m.m $1,598.m $6,352.m 52.Sm.m $t0,000.m ;3,162.m
7 St SO.m $1,050.m $118.m $833.m 5150.m $1,O50.m $540.m
5 $200.m $1,Om.m- $383.m $7,815.m $t;6m.m $B,mD.m $B60.m
5 j105.m $525.m 5277.m 31,385.m $W.m 8300.m $255.m
1 $im.m $tm.m 5266.m $288.m 550.m ESD.m $245.m
2 $720.m 5240.m ;288.m $S78.m $BS.m 5770.m 5370.m
i Y215.m $215.m 5787.m Ste7.m 5265.m 5255.m $7,380.m
B - $i65.m 89m.m $134.m $BO/.m 3135.m 4810.m 51,240.m
9 $t00.m $1,2W.m $771.m Sa%.m S75:m $87s.m 5690.m
fi S7.m $e.m $78.m $708.m ji5.m $90.m S2m.m
5 $2m.m 81-,,/SO.m $258.m E/,1m.m 5485.m $2,475.m $585.m
1 $325.m $325.m 5295.m $295.m ;S70.m $570.m $891.m
1 E205.m 5205.00 5177.m $777.m 5285.m $285.m 4512.m
30 $50.m $i,6m.m $54.m 57,820.m $5.m 5750.m $150.m
5 $450.m $2,2m.m $940.m $4,7m.m ESm.m $2,Smm $880.m
3 Eem.m j2,7m.m S2W.m 5780.m S4m.m $1,3m.m S9a7.m
18 E225.m $3,6m.m $im.m $t,600.m Y150.m $zpmm $400.m
3899 $5.m $18,4m.m $10.50 $38,839.50 S3.m $11,mT.m $19.m
90m $2.75 $26,858.25 $2.m Sie,Bm.m $2.m $1a,8m.m $5.50
462 E335.m 5754,770.m $520.m $T40,240.m $544.m f24t,328.m $673.m
25 $370.m E9250.m $530.m $t3,250.m $702.m 517,Sm.m $920.m
4m 828.m 512,6m.m 524.m ;t0,em.m E35.m 315,75D.m S39.m
14443 $O.m 5I,221.m ji.m 574,493.m 51.80 $23,108.80 $1.m
5714,855.75 $1,im,323,m 5926,727.80
$158,025.m
f758,992.m
S22,i85.m
$80,016.m
$4,725.m
$1z,750.m
$75,614.m
$41,/40.m
$tz,aao.m
$21,3z0.m
$320.m
52,223.m
$m,Dm.m
$6,480.m
$70,Om.m
$1,im.m
$6m.m
54,Bm:m
$5,8m.m
5715.m
$25,888.m
$t,im.m
S3,B20.m
375,SOS.m
St0,8m.m
$t2,im.m
$7,437.m
$2,550.m
$T,960.m.
54.756.m
$ii,fi22.m
$3,960.m
513,020.m
512,848.m
3,780A0
,3m.m
$i,275.m
5245.00
$620.m
$1,380.m
~7,440.m
$6,210.m
$t,5m.m
$2,B25.m
$841.m
3512.m
$4,5m.m
34,4m.m
52,981.m
S6,4m.m
s7oaavm
$57,718.60
j310,928.m
f23,Om.m
$77,550.m
$D.m
$i4,943.m
Y1,439,T22.50
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ESTIMAT ENGINEER'S JENSEN CIVIL JOHN WOODY INC. PETTICOAT SUPERIOR
DESCRIPTION UNIT ED ESTIMATE CONSTRUCTION CONTRACTING INC. CONSTRUCTION
SIVKM,tYVtK
8" DIP STORMSEN LF 110 $23.00 $2,530.00 $33.04 $3,634.40
10" DIP STORMSE' LF 741 $30.00 $22,230.00 $40.32 $29,877.12
8" HDPE STORMSI LF 292 $10.00 $2,920.00 $24.08 $7,031.36
10"HDPE STORM: LF 467 $10.00 $4,670.00 $24.64 $11,508.88
12"HDPE STORM:. LF 191 $10.00 $1,910.00 $25.76 $4,920.16
15" RCP STORMSE LF 3188 $20.00 $63,780.00 $27.44 $87,478.72
18" RCP STORMSE LF 2102 $20.00 $42,040.00 $32.48 $68,272.96
24" RCP STORMSf LF 4360 $25.00 $109,000.00 $45.08 $196,548.80
30" RCP STORMSE lF 2057 $40.00 $82,280.00 $58.24 $119,799.68
36" RCP STORMSF LF 649 $45.00 $29,205.00 $85.12 $55,242.88
48" RCP STORMSE LF 415 $90.00 $37,350.00 $114.46 $47,500.90
12"x18" ERCP STO LF 173 $30.00 $5,190.00 $30.24 $5,231.52
24"x38" ERCP STO LF 4 $110.00 $440.00 $252.00 $1,008.00
29"x45" ERCP STO LF 4 $140.00 $560.00 $364.00 $1,456.00
MANHOLE TYPE J• EA 4 $2,300.00 $9,200.00 $1,960.00 $7,840.00
MANHOLE TYPE J EA 3 $3,300.00 $9,900.00 $5,224.80 $15,674.40
MANHOLE TYPE J EA 10 $2,$50.00 $28,500.00. $3,220.00 $32,200.00
MANHOLE TYPE J~ EA 2 $3,250.00 $6,500.00 $3,516,80 $7,033.60
MANHOLE TYPE J~ EA 1 $3,500.00 $3,500.00 $3,862.40 - $3,662.40
MANHOLE.TYPE J~ EA 1 $3,925.00 $3,925.00 $3,808.00 $3,808.00
DITCH BOTTOM It` EA 28 $2,450.00 $68,600.00 $3,875.20 $108,505.60
CURB INLETS, FDA EA 7 $4,175.00 $29,225.00 $5,824.00 $40,768,00
CURB INLETS (CO EA 15 $2,550.00 $38,250.00 $3,337.60 $50,064.00
DITCH BOTTOM It` EA 3 $2,200.00 $6,600.00 $3,057.60 $9,172.80
DITCH BOTTOM It` EA 16 $1,A50.00 $23,200.00 $1,920.80 $30,732.80
YARD DRAIN EA 67 - $1,000.00 $67,000.00 $1,551.20 $103,930.40
GROUT FILL EXISI LF 6762 $5.00 $33,810.00 $3.92 $26,507.04.
CONC. ENDWALL EA 1 $11,250.00 $11,250.00 $11,704.00 $11,704.00
U-TYPE CONC. EN EA 2 $17,000.00 $34,000.00 $i 7,472.00 $34,944.00
ENERGY DISSIPATOR
SAND-CEMENTF CY 25 $185.00 $4,625.00 $1,002.40
BAFFLE BOX (12'x1 EA _ 3 $37,500.00 $112,500.00 $47,432.00
pncluded 18"Compacted Gravel Bed)
FLEET LAUDING V LS 1 $10,300.00 $10;300.00 $12,320.00
CLEANING SHERF LS 1 $34,000.00 $34,000.00 $22,400.00
DRAINAGE SYSTEM
TOTAL 3TORMSEWER $938,970.00
$37.00
$38.00
21
$22.00
$36.00
$28.50
$31.00
$47.00
$57.00
$75.00
$i 42.00
$32.00
$90.00
$160,00
$2,314.00
$3,249.00
$2,865.00
$3,193.00
$3,417.00
$3,870.00
$2,731.00
$4,174.00
$2,404.00
$2,673.00
$1,918.00
$2,525.00
$2.00
$14,000.00
$1 a,ooo.oo
$25,060.00 $540.00
$142,296.00 $37,700.00
$12,320.00 $18,725.00
$22,400.00 $4,600.00
$1,328,132.42
$4,070.00 $30.00
$28,158.00 $35.00.
$6,132.00 20
$10,274.00 $25.00
$6,876.00 $28.00
$90,858.00 $30.00
$65,162.00 $35.00
$204,920.00 $38.00
$117,249.00 $55.00
$46,675.00 $85,00
$58,930.00 $100.00
$5,538.00 $40.00
$380.00 $500.00
$640.00 $500.00
$9,256.00 $2,500.00
$9,747.00 $2,500.00
$28,650.00 $2,500.00
$6,386.00 $2,500.00
$3,417.00 $2,500.00
$3,870.00 $2,750.00
$78,468.00 $2,500.00
$29,218.00 $2,SOO.b0
$36,060.00 $2,500.00
$8,019.00 $2,000,00
$30,688.00 $2,000.00
$169,175.00 $1,500.00
$13,524.00 $5.00
$14,000.00 $7,000.00
$28,000.00 $12,000.00
$13,500.00 $150.00
$113,100.00 $35,000.00
$3,300.00
$25,935.00
$5,840.00
$11,875.00
$5,348.00
$95,840.00
$73,570.00
$165,880.00
$113,135.00
$42,185.00
$41,500.00
$6,920.tl0
$2,000.00
$2,DOO.oo
$10,000.00
$7,500.00
$25,000.00
$5,000.00
$2,500.00
$2,750.00
$70,000.00
$17,500.00
$37,500.00
$6,000.00
$32,000.00
$100,500.00.
$33,810.00
$7,000.00
$24,000.00
$3,750.00
$105,000.00
$)8,725.00 $11,500.00 $11,500.00
$4,600.00 $20,000.00 $20,000.00
$1,264,243.00 $1,116,036.00
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ROADWAY
CLEARING & GRUBBING AC 6.45 $15,000.00 $98,750.00 $5,040.00 $32,508.00 $5,000.00 $32,250.00 $20,000.00 $129,000.00
(Pmleci 8 Preserve Existing Trees)
DEWATERING LF 700 $20.00 $14,000.00 $16.80 $11,760.00 $14.00 $9,800.00 $15.00 $10,500.00
OPTIONAL BASE SY 45534 $11.00 $500,874.00 $17.60 $807,398.40 $11.00 $500,874.00 $10.00 $455,340.00
INDICATE OPTION: -
5" CIPR
41 fY' ABC-1
t-1 /4" IYPE S-III ASPHALT SY 45534 53.00 $136,602.00 $5.15 $234,500.10 $4.00 $182,736.00 $3.00 $136,602.00
t"TVPE S-III ASPHALTIC ( SY 9981 $3.00 $29,943.00 $3.81 $38,027.61 $3.60 $35,931.60 $2.50 $24,952.50
EXCAVATION LS 1 $50,000.00 $50,000.00 $749,380.00 $149,380.OD $50,000.00 $50,000.00 $630,000.00 $630,000.00
BACKFIII LS i $2,500.00 $2,500.00 $40,600.00 $40,600.00 $25,000.00 $25,000.00 $15,000.00 $15,000.00
CURB & GUTTER LF 125 $20.00 $2,500.00 $39.20 $4,900.00 $15.65 $1,956.25 $12.00 $1,500.00
5"CONCRETE DRIVEWAY - SY 3290 - $23.00 $75,670.00 $35.84 $117,913.60 $43.00 $141,470.00 $40.00 $131,600.OD
4" CONCRETE SIDEWALK SY 7600 $23.00. $38,80D.00 $39.20 $62,720.00 $24.00 $38,400.00 $30.00 $46,000.00
REMOVE EXIST. CONCRE SV 370 $10.00 $3,700.00 $24.64 $9,176.80 $2.00 $740.00 $15.00 $5,550.00
SODDING 3Y 8700 $6.50 $56,550.00 $3.53 $30,711.00 $4.75 $41,325.00 $5.00 $43,500.00
TACK COAT GA 3081 57.20 $3,697.20 $1.40 $4,373.40 $1.25 83,857.25 $7.18 $3,635.58
SILT FENCE LF t00D $7.00 $1,000.00 $2.24 $2,240.00 $1,00 $7,000.00 $1.00 $1,000.00
PAVEMENT REPAIR SY 301 $40.00 $72,040.00 $61.60 $18,541.60 $51.00 $15,357.00 $20.00 $8,020.00
LANDSCAPE RESTORATII LS t $75,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00
TESTINGB SAMPLING LS 1 $7,000.00 $7,000.00 $29,288.00 $29,208.00 $11,500.00 511,500.00. $5,000.00 $5,000.00
TOTAL ROADWAY $7,044,626.20 $7,602,916.51 $7,706,585.10 $7,662,20008
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~E~sEN
CIVIL CONSTRUCTION
12 Apri12002
Mr. Robert S. Kosoy, P.E.
Public Works Director/Engineer
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233-4318
Reference: SEQUENCE OF WORK
Core City Capital Improvement Project
Project Number 98-049 (Bid Number 0102-13
Dear Mr. Kosoy:
AGENDA ITEM #8A
APRIL 22, 2002
Jensen Civil Construction, Inc..preliminary schedule indicates the following sequence of work of
the referenced project:
1. FLEET LANDIlVG WEIR. 11"' STREET. 12m STREET AND EAST COAST DRIVE
• The Fleet Landing weir structure will be installed,
• The I1`s Street drainage outf-all structuue will be installed. The drainage pipe between the outfall
structure and Seminole Road will be installed. The drainage pipe along Seminole Road will be
installed.
• The gravity sewer system along 11`" Street will be installed and "TV" tested.
• The drainage system along l ls' Street will be installed.
• Upon completion. of the drainage system, the water main and services along 11`~ Street will be
installed.
• The reconstruction of the roadway along lls' Street will be performed. This work includes the
Yemoval of the existing roadway and the installation of the new roadway base.
• The gravity sewer system along 12s` Street will be installed and "TV" tested.
• The drainage system along 12`" Street will be installed.
• The potable water main along 12~' Street will be installed. Upon completion of the pressure and
.bacteriological tests, the water services will be completed.
• The reconstruction of the roadway along 12`s Street will be performed. This work includes the
removal of the existing roadway and the installation of the new roadway base.
• The driveways and sidewalks along 11t° Street and 12a' Street will be removed and replaced. The
new grassing will be placed.
• Upon completion of the driveways, sidewalks and grassing, the roadway base along l ls` Street and
12~' Street will be completed.
• Afterthe roadway base is completed, the asphalt surface course will be placed.
• Rap or croshcrete material will be used to provide access to driveways.
• The asphalt material salvaged from the pipe trenches will be used to "cap" the utility tre~Y~,li@s.
Page 1 ~,~. R 1 `e` ?Op2
9100 Phll
Highway • P.O. Box 56317
• (5041Z6tl•//66
AGENDA ITEM #8A
APRIL 22, 2002
Mr. Robert S. Kosoy, P.E.
City of Atlantic Beach
Core City Capital Improvement Project
12 Apri12002
Page 2
1. FLEET LANDING WEIR. 11~ STREET. 12~ STREET AND EAST COAST DRIVE (con'tl
• The potable water main will be installed along East Coast Drive from 10`h Street to Ahem Street.
Upon completion ofthe pressure and bacteriological tests, the water services will be completed.
• The reconstruction of the East Coast Drive will be performed. This work includes the removal of the
existing roadway, the installation of the new roadway base and the placement of the asphalt surface
course.
2. NORTH OF PLAZA
• The potable water mains along 10"` Street and Plaza will be installed. The water mains will be
pressure and bacteriological tested. The asphalt material salvaged from the trench excavation will be
used to "cap" the water main trench.
• The drainage system will be installed along 10`s Street and Plaza.
• Upon completion of the drainage system, the water services will be completed.
• The reconstruction of the roadway along l Os' Street & Plaza will be performed. This works includes
the removal of the existing roadway and the installation of the new roadway base.
• The driveways and sidewalks will be removed and replaced. The new grassing will be placed.
• The drainage system will be installed along 9th. Street.
• Upon completion of the drainage system, the water services will be completed.
• The reconstruction of the roadway along 9s' Street will be performed. This works includes the
removal of the existing roadway and the installation of the new roadway base.
• The driveways and sidewalks will be removed and replaced. The new grassing will be placed.
• Upon completion of the driveways, sidewalks and grassing, the roadway base will be completed.
• After the roadway base is completed, the asphalt surface course will be placed along. l0a' Street, 9`~
Street and Plaza.
3. SOUTH OF PLAZA
• The potable water mains along 7`" Street, 6`" Street, Ss' Street, 4~' Street, 2nd Street and Ahern Street
will be installed. The water mains will be pressure and bacteriological tested. The asphalt material
salvaged from the trench excavation will be used to "cap" the water main trench.
• The 7`~ Street, dd' Street and Pine Street outfall structures will be installed.
• Upon completion of the outfall structures, the drainage system will be installed. The drainage system
will not be installed on adjacent east-west streets until the permanent base on the adjacent street in
installed.
• Upon completion of the drainage system along each street, the water services will be completed.
• After the installation of the water services along each street, the reconstruction of the roadway will be
performed. This works includes the removal of the existing roadway and the installation of the new
roadway base.
• The driveways and sidewalks will be removed and replaced. The new grassing will be placed.
• Upon completion of the driveways, sidewalks and grassing, the roadway base will be completed.
AGENDA 1TEMs'3A
APRIL 22, 2002
Mr. Robert S. Kosoy, P.E.
City of Atlarnic Beach
Core City Capital Improvement Project
12 Apri12002
Page 3
• After the roadway base is completed on approximately four (4) streets, the asphalt surface course will
be placed.
• After thirty (30) days of curing of the asphalt surface, the thermoplastic striping will be placed.
Sincerely,
JENSEN CIVIL CONSTRUCTION, INC.
Robe G. Nagel
Project Manager !
Cc: Mr. Gregory T. Nettuno, P.E.
~~~~ ~ AGE AP1tII, 222002
CIVIL CONSTRUCTION
April 11, 2002
Mr. Robert S. Kosoy,P.E.
Public Works Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, Florida 32233-4318
Re: Core City Capital Improvement Project
Dear Mr. Kosoy,
On April 8, 2002 a meeting was held in at the City of Atlantic Beach Public Works office
with Robert Kosoy representing the City of Atlantic Beach, Greg Nettuno of GAS
Consultants-Southeast, Inc., Roger Bailey and Bob Nagel representing Jensen Civil
Construction, Inc. (Jensen) to discuss Jensen's bid for the Core City Capital
Improvements Project. At that meeting and in a subsequent phone conversation with
Robert Kosoy, Jensen agreed to write this letter describing construction ofthe project and
in particular addressing roadway maintenance during construction, roadway construction
and payment for construction dewatering.
Jensen's preliminary construction schedule calls for installation of the new potable water
pipeline on all residential streets prior to the reconstruction of the. streets. Because the
new water pipe alignment is at the outside edge of existing pavement, this pipe can be
installed leaving a minimum 12 feet of existing pavement unaffected by construction. As
allowed by Addendum No. 1, by means of detour routing, traffic will be allowed to travel
on the undisturbed pavement in one direction only on residential streets during this phase
of construction.
Bid Addendum No. 1 also allows the Contractor to substitute a base course equivalent to
4 Yz" ABC-1 asphalt with. S00 LB. Mazshall Stability. According to the Florida
Department of Transportation Flexible Pavement Design Manual for New Construction
and Pavement Rehabilitation; ABC-1 of 500 LB. Mazshall Stability has a design
structural coefficient of 0.20 per inch of thickness. The proposed 4'/z" thick ABC-1 base
course has a total shuctural coefficient of 4.5 x 0.20 = 0.90. Other base course materials
provide equivalent structural values and are also suited for this project. For example,
limerock LBR100 has a structural coefficient of 0.18 per inch of thickness. Five inches
(S") of limerock LBR100 has a total structural coefficient of 0.90 which is equivalent to
4'/z" of ABC-1 asphalt as a base course.
John Ellis of Ellis & Associates, Inc. informed Jensen that he considers and is willing to
recommend 5" of crushed concrete base as an equivalent to 4 '/" of ABC-1 for this
project. He also indicated to Jensen that there may be a roadway base course design,
9100 Philips Highway • P.O. Box 5631.7,. Jacksonville, Flcrida 32241-631.7 • (904) 268-7766 • Fax (904) 262.3694
City of Atlantic Beach
Core City Capital Improvement Project
April 11, 2002
AGENDA ITEM #8A
APRIL 22, 2002
equivalent to the ABC-1, which utilizes existing roadway reclaimed material. As
permitted by the specifications, Jensen plans to substitute an equivalent base course at no
change to the contract unit price. In lieu of the optional 4 YZ" ABC-1 asphalt base, other
alternate base courses under consideration by Jensen include but are not necessarily
limited to 5" of crushed concrete, 5" of limerock LBR100, or other equivalent structural
number base course alternates suitable to the application for the project.
After installation and acceptance of the potable water main, Jensen intends to proceed
with installation of drainage pipe and sewer pipe in the residential streets. Because these
pipelines are located in the middle of the road, traffic must be prohibited from traveling
through the work zone during construction. Traffic will be detoured and roads closed
except to local traffic only. Immediately upon installation of the drainage or sewer
pipeline, the road reconstruction will begin including construction of the roadway base
course on a street by street basis.
With regard to roadway maintenance during this construction, the specifications state that
"Driveable Temporary Pavement or Driveable pavement will be 3" minimum of RAP (or
approved equal)." Jensen's construction method will not require any temporary driveable
pavement. As we discussed at the April 8th meeting the installation of any base material
will require a period of time when residents will have to travel on the subgrade.
With regard to-the contract pay item entitled "Dewatering"; the City of Atlantic Beach
has agreed to pay Jensen by the linear foot for all dewatering required for construction
including all storm and sewer pipe footage. Dewatering shall be by whatever means
determined by Jensen to accomplish construction. However, dewatering as may be
necessary for construction of the potable water line shall not be paid for separately but is
included in the unit prices for water main. It is recognized that the final quantity for
Dewatering may substantial overrun the bid quantity of 700 linear feet.
Very truly yours,
Jensen Civil Construction, Ina
Rog Bailey, P.E~
Vice President
Cc: Greg Nettuno GAI Consultants-Southeast, Inc.
04/11/2002 15:48 19047510988 PETTICOAT CONTRACTIN
AGENDA ITEM #SA
~ ~ APRIL, 22, 2002
PETTICOAT CONTRACTING. INC.
April ll, 2002
Mr. Robert Kosoy, P.E.
Public Works Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
RE: Core City Capital Improvement Project
Bid ldo.: 0102-13
Bid Date: 4/3/02
Dear Mr. Kosoy:
This letter shall confirm our telephone conversation of Tuesday, April 9, 2002 concerning the
status of award ofthe referenced Project.
Iv1y understanding is that the City of Atlantic Beach is presently discussing with the apparent low
bidder what vests may or may not be included in their bid. The Project, as bid, is a Lump Sum
Project, which would include dewateting and maintenance of traffic as required by the Contract
documents. All the required dewatering and maintenance of traffic is included in the bid
submitted by Petticoat Contracting, Ina
The processing of any Contract modification to the apparent low bidder or additional payment for
work included in PCPs bid would taint the publzc competitive bidding process and will bring a
£ormaI bid protest from PCI.
We request that the. City of Atlantic Beach keep us informed as to the status of this pending
Award. If you have any questions or need additional information, please do not hesitate to call
me at 751-0888.
Sincerely,
P o C ntr g, Inca
W.A. Funche s
Vice President
cc: File
11025 Blasius Road • Jacksonville, Florida 32226 • (904) 751-0888 • FAX (904) 751-0988
Roadwork • Grading • Paving • Storm Drainage • Water and Sewer Utilities