R2004-071 05-10-04 RESOLUTION NO. R2004-71
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING A BID FOR CONSTRUCTION OF THE MCHARD
ROAD SEWER IMPROVEMENTS.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That the City opened bids for construction of the McHard Road Sewer
Improvements, and such bids have been reviewed and tabulated.
Section 2. That the City Council hereby awards the bid to Reddico Construction
Services, in the amount of$774,365.66.
Section 3. The City Manager or his designee is hereby authorized to execute a
contract for construction of the McHard Road Sewer Improvements.
PASSED,APPROVED and ADOPTED this the 10th day of May ,
A.D., 2004.
.)„,, C2s,
TOM REID
MAYOR
ATTEST:
.1_2 ice _/
UNG,.�i ., , � M r 0 ,,
TY S_ RETARY
APPROVED AS TO FORM:
IL -
DARRINM. COKER
CITY ATTORNEY •
sTR.u.TUBE,_LID . .... ..
FnAlaeann9 Manaosmono ;p Tacbnatnev --...
May 3, 2004
Mr, Joe Wertz S&B Letter No.: U0215.008
City of Pearland S&B Project No.: U0215
3519 Liberty Drive City of Pearland Bid No.: B2004-016
Pearland. Texas 77581
Re.: McI-lard Road Sanitary Sewer
Main Street (SH35) to Pearland Parkway
Recommendation of Award Letter
Dear Mr: Wertz:
S&B Infrastructure. Ltd. (S&B) is pleased to present this Recommendation of Award Letter for the
referenced project. After review of the bid proposals submitted. S&B recommends awarding the project to
Reddico Construction Company, Inc. for the amount of$774,365.66. A copy of the summary and detailed
bid tabulation sheets are attached.
The bid amount from Pennstar, Inc. did contain addition errors. The correct totals were determined using
Section 15.1 of the Instructions to Bidders section of the Project Manual.
The bid proposal from Colt Utilities did not contain Addendum No. 1.
We appreciate the opportunity to present this letter to the City of Pearland and look forward to assisting the
City during the construction phase. If you have any questions or need more information, please call me at
713-845-5417.
Sincerely,
Mike Harju, P.E.
Project Manager
attch.
cc: Mr. Gene Simeon -CoP •
Mr. Gordon Island - CoP
Ms. Peggy Betzer -CoP
Mr. Mike Harju -S&B
J M I-1/bcs
S:\project\u02L51admin\Itrs1008-tatter of award-04-29.04.doc
3535 Sage Road•Houston, Texas 77056-7011•(713)845-5401 •Fax(713)993-9301
Z0'd 90LTZS9TSZ 01 .T026 £66 £TL 3diliJfl LSUdANI E'SS dd '2:60 b0, £0 J,dW
SUMMARY BID TABULATION
MCHARD ROAD SANITARY SEWER
MAIN STREET (SH35) TO PEARLAND PARKWAY
BID NO.: B2004-016
BID DATE: APRIL 28,2004
CONTRACTOR GRAND TOTAL.
1 . Reddico Construction Company,Inc. $ 774,365.66
2 . Pennstar, Inc. $ 795,683.95
3 . Triple B Services,LLP $ 833,310.80
4 . South Texas Utilities,LLC $ 978,088.20
5 . E.P.Brady,Ltd. $ 983,964.05
6 . Colt Utilities,Inc. $ 1,078,151.52
7 . C.E.Barker, Inc. $ 1,196,010.56
8 . Troy Construction,LLP $ 1,344,421.50
•
20'd 90LTZS9TBZ Di T026 266 £ZL 36flloflNlSueuNl H'8S dd T2:60 P0, 20 AdW
SANITARY
fnr4 MAIN STREET AR
TO PEARLAND SEWER
r. � BID TABULATION
rLi: BED NO.:B2004-0I6 REDIDICO PENNSTAR l l TRIPLE B SERVICES SOUTH TEXAS UCQ.ITIES
3
D
ITEM SPEC BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID -<
NO. ITEM NO. IN NUMBERS IN NUMBERS IN NUMBERS IN NUMBERS m
BASE BID ITEMS
1 01505 Mobilization(Limit of 3%of Total Bid) LS 1 S 23,220.00 S 23,220.00 S 23,820.00 S 23,820.00 S 15,000.00 S 15.000.00 S 27,000.00 S 27,090.00 0
2 01555 Flagmen HR 50 S 31.40 S 1,620.00 S 24.00 S 1,200.00 S 20.00 5 1,000.00 S I5.00 5 1,259.00 A
Traffic Control and Regulation Daring Construction, 0
3 01555 Including Signs and Barricades,in Accordance with LS I S 2,260.0) S 2,260.00 S 3,500A0 S 3,500.00 S 4,500.00 3 4,500.00 S 2,000.00 S 2,000.00 ..
IV
MUTCD,Complete in Place 1-'
4 01570 Trench Safety System _ LF 5803 S 0.50 S 2,931.50 S 1.00 S 5,803.00 5 D.10 3 580.30 S 1.50 3 8,70450 Tl
5 01564 Control ofGraund Prater and Surface Water LF 5803 S 16.00 S 92,848.00 S 16.00 S 92,848.00 S 16,00 3 92,848.00 S 16.00 3 92,848.00 43
6 01560 Filler Fabric Fence LF 11300 S 1.10 S 12,439.00 S 1.00 S 11,300.00 3 1.25 S 14,125.00 S 1.50 3 16,950.00 U
7 01560 Reinforced Filter Fabric Barrier IF 350 S 1.5D S 525.00 S 3.00 S 1,050.00 3 1.75 S 612.50 S 3.00 S 1,050.00 Po m
8 02330 8-Inch Sanitary Sewer.Open Cut,10.12 Feet Deep LF 292 S 22.90 S 6,686.80 5 24.00 S 7,008.00 3 27.00 5 7,884.00 S 35.00 3 10,220.00
9 02415 8-trick Sanitary Sewer In I4-Inch Angered Steel Sleeve LF 222 S 162-10 S 35,986.20 S 225.00_S 49,950.00 3 290,00 S 64,380.00 S 260.00 3 57,720.00 Z
10 02530 10-Inch Sanitary Sewer,Open Cut.16-18 Feet Deep LF 405 S 39.60 S 16,038.00 S 34.00 5 13,770.00 3 41.00 3 16,605.00 S 66.00 5 26,730.00 -11
73
11 02530 18-Inch Sanitary Sewer,Open Cm,14-16 Feet Veep LF 155 !S 59.50 S 9,222.50 S 42.00 S 6,510.00 S 80.00 S 12,400.00 _S 60.0D 3 9,300.00 D
12 02530 24-Inch Sanitary Sewer.Opeo Cul,14-16 Feet Deep LF 432 S 55-40 S 23,932.80 S 53.00 S 22,896.00 S 60.0D S 15,910.00 S 73.09 3 31,536.00 t-1
o
13 02530 24-Inch Sanitary Sewer-Open Cut,I6-13 Feet Deep IF 4519 S 56.80 S 256,679.20 S 55.7S S 251,934.15 S 6I.09 S 275,659.0D S 83.03 3 379,59E 00 C
24-Inch Sanitary Sewer In 36-Inch Angered Steel C.)14 02415 Casing LF 398 S 291.80 S 1I6,136.40 S 320330 S 127,360.00 S 450.00 S 179,100.00 S 360.00 3 143,280.00
C.
Remove Existing 18-Inch Sanitary Sewer Stub Out and 73,
15 NA Connect 24-Inch Gravity Sanitary Sewer to Existing EA 1 5 2,050.0D S 2,059.00 S 1,400.00 S 1,400.00 S 500.00 S 500.00 S 1,000.00 5 1,000.00 17T
Sanitary Sewer h1H
16 02542 8-Foot Sanitary Sewer Manhole(Corrosion Resistant) EA 17 S 2,315.00 S 47,855.00 S 2,400.00 S 40,300.00 S 2,530,00 S 42,500.00 S 3,400,0D 3 57,800.00 -.1•
Extra Depth for Sanitary Sewer Manhole(Corrosion t j
17 02542 Resistant) VF 142 S 200.03 S 28,403.00 S 300.00 S 28,400.00 S 203,00 S 28.400.00 S 270.03 S 30,340.00
tD.
18 02542 8-Foot Forcemain Discharge Manhole(Corrosion EA I S 5,900.00 S 5,900.00 S 5,040.00 S 5,000.00 S 3,600.09 S 3,600.00 S 6,900.00 5 6,900.00 t
Resistant) W.
Extra Depth for Foroernain Discharge Manhole tD
19 02542 (Corrosion Resistant) VF 8 S 100.00 S 800.00 S 200.00W S 1,6D0,D0 3 200.00 S 1,600.00 S 170.00 S 2,160.0D
m
8-Foot Sanitary Sewer Manhole(5-Foot Diameter) r-..
20 02542 EA 2 3 4,460.00 $ 8,920.00 S 3,900.00 S 7,800.00 3 2,800.00 S 5,690.00 S 4,750.00 S 9,500.00
(Con orion Resistant) -I
21 02542 Extra Depth for Sanitary Sewer Manhole(5-Foot VF 16 S 200.00 $ 3,200.00 S 200.00 3 3,200.00 S 200130 5 3,200.00 S 270.00 S 4,320.00
Diameter)(Corrosion ProaQ fU
03
22 02542 Standard 8-Inch Manhole Drop EA 3 S 420.00 S 1,260.00 S 350.00 3 1,059.00 S 250.00 S 750.00 S 300.00 S 900.0D
23 02542 Extra Depth for 8-Inch Manhole Drop LF 3 S 50.00 S 150.00 S 10.00 S 60.00 $ 3000 S 90.00 S 30.00 S 90.00 Ul
CD
24 02220 Cut.Plug.and Abandon Existing 4"Forcemain LS 1 S 380.00 S 380.00 S 400.00 3 400.00 S 400.00 S 400.00 5 400.00 S 400.03 N)
25 02531 10-Inch Plug EA 3 $ 75.00 S 225.00 $ 100.00 5 30100 S 60.00 5 180.00 3 40,00 S ' 120.00 N
26 02531 18-Inch Plug EA 2 ,S 330.00 S 660.00 S 200.00 3 400,00 S 200.00 S 400.00 3 30.00 S 60.00 m
Ol
Remove and Dispose of Existing Gravity Sanitary
Sewer Manhole,Extend Existing 8-Inch Gravity
Sanitary Sewer from the West to Tie Into Proposed
Sanitary Sewer Manhole PI9,Cut Existing 8-Inch
27 NA Gravity Sanitary Sewer from the East to lie Into LS 1 S 2,290.00 S 2,290.00 $ 3,000.011 5 3,000.00 S 900.00 S 900.00 S 1,800.00 S 1,800.00 -13
Proposed Gravity Sanitary Sewer Manhole 419,
Remove and Dispose Existing 8-Inch Gravity Sanitary A
Sewer from the South from Su 1491 to Sta 2+61 and
. Plug Existing 8-Inch Gravity Sanitary Sewer at Sta
7461 - _ -
Pate 1 ate 01f7901
.NICHARD ROAD SANITARY SEWER
&AI+ MAIN STREET(SH35)TO PEARLAND PARKWAY
aklit -
I �I.b Bm TABUI 4TION
N(i1
‘V BID NO,;B2004 016 RBDDICO PENNSTAR TRIPLE B SERVICES SOUTH TEXAS UTILITIES
. • 3
ITEM SPEC BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BR) UNIT PRICE BID AMOUNT BID {
O. ITEM NO. IN NUMBERS IN NUMBERS IN NUMBERS IN NUMBERS 0
LJ
Convert Lill Station Wet Well to Sanitary Sewer
0
Manhole►)Fill Bottom of Wei Well with Grout to • A
Lowest Pipe Invert Elevation,Form Channels in Grout
in
for MI Influent and Effluent Pipes,2)Line Wei Welt w
28 NA with Neopoxy,or Approved Equal,Coating,3)Modify LS I S 10,400.00 S 10,400.00 S 7,500.00 3 7,500.00 S 5,300.00 S 5,300.00 S 5,500.00 S 5,509.00 ••
Lid Per Detail Sheet I3.4)Demolish and Dispose N 1-,,*
Existing Fence and Return Pumps end Motors to City of i1
Pearland,and 5)Plug and Abandon Existing 4"Force :O
Mnin. _
29 02921 Hydromulch Seeding SY 26482 S 0.2.8 S 7,4(4.96 S 0.35_S 9,268.70_S 0.25 S 6,62050 S 0.30 S 7,944.60
tit
30 NA Restore Ditch to Original Condition LS 1 S 460.00 S 460.00 5 1,000.00 S 1,000.00 S 500.00 S 500.00 S 600100 S 600.00
31 NA Temporary Access Road LS 1 S 12,400.00 S 12,400.00 S 3,650.00 S 3,650.00 S 1,000.00 S 1,000.00 S 4,000.00 S 4,000.00 •--'
32 0220D Clearing and Grubbing SY 18542 S 1.65 S 30,594.30 S 3.00 S 55,626-00 S 0.75 S 13.911650 5 1.05 S 19A69.10 11
Allowance for Temporary•Support or Bypass of4" 'D
33 NA Forremain LS I S 1,920.00 S 1,920.00 3 1,030.00 S 1,000.00 S 1,000.0D S 1.000.00 S 900,00 S 900.00 (Il
34 NA Remove and Replace Safety End Treatment LS l S 600.00 S 600.00 S 1,000.00 S 1,000.00 S 500.00 S 500.00 S 850.00 S 850.00 0
SUBTOTAL BASE B1D ITEMS S 766,365.66 S 791,403.95 , S 827.560.83 S 970,838.20 C
. EXTRA'TWOS -I
Cement Stabilized Sand to Obtain Stable Trench C
35 02252 Bottom or Manhole Base ftl TON 5 S 15.60 S 75.00 S 11.00 S 55.00 S 15.00 S 75.00 S 15.00 S 75.00
I-
36 02922 Sodding SY 100 3 6.0D 5 600.00 S 2.00 S 200.00 S 5.00 S 500.0D S 5.00 S 500.0D
37 02318 Machine Excavation to Obtain Stable Trench bottom or CY 100 S 3.00 S 300.00 S 1.00 S 700.00 S 8.00 S 800.00 S 5.00 S 500.00
_ Manhole Base _ _ 1-.
Crushed Rock to Obtain Stable Trench Bottomor (A
38 02318 Manhole BaseCY 100 5 40.0D S 4,1300.00 S 22.00 S 2,20D.00 S 20,00 E 2,000.00 S 35.00 S 3,500.00 U3
lD
02530 Wet Sand Construction for 8-inch Sanitary Sewer, W
39 LF 25 S 15.00 S 375.00 S CIO S 100.00 S 10.00 S 250.00 S 8.00 S 200.00
Open Cut,All Depths W
02530 Wet Sand Construction for 10-Inch Sanitary Sewer, (A
Open Cut,All Depths LF 25 S 15,00 S 375,00 S 4.00 5 100.00 S 10.00 S 250.00 I 12.00 S 300.00 0
41 02530 Wet Sand Construction far I8-Inch Sanitary Sewer, LF 25 S 17.00 S 425,00 S 5.00 3 125.00 S 15.00 S 375.00 S 15.00 S 375,00 0
Open Cut,MI Depths 0
42 02530 Wet Sand Construction for 24-Inch Sanitary Sewer, IV
LF 100 S 1850 S 1,850.00 S ROD S 800.00 S 15.00 S 1,500.00 S 18.03 S 1,800.00 OD
Open Cut.MI Depths
F.
SUBTOTAL EXTRA ITEMS S 8,000.00 3 4,280.00 S 5,750.00 S 7,250.00 �
GRAND TOTAL I 774,165.66 S 795,68395 S 833,310.80 1 978,0E810 Ill
43 I 02530 'Open Cut Canstructian Within Limits of Wetlands 1 LF I 298 S 44.50 S 13,161.00 S 60.00 S 17,880.00 S 78,00 S 23,244.00 S 150.00 S 44,700.00 t-'
0
• Ol
0
01
•
Pape 2 ol t, aIISW
*3 MCHARD ROAD SANITARY SEWER •
451
MAIN STREET(SH35)TO PEARLAND PARKWAY
1U,DARDAkil BID TABULATION
f"Q'� BID NO.:B2004016 E.P.BRADY COLT L'ITI.ITIFS C.E.BARKER TROY COIISTRUCfION
3
ITEM SPEC BID ITEA1 DESCRIPTION UNIT QTY UNIT PRICE BID AMOUNT HID UNIT PRICE BIII AMOUNT BID UNIT PRICE BID AMOUNT BID UN1T PRICE BID AMOUNT BID -<
NO. ITEM NO. IN NUMBERS IN NUMBERS IN NUMBERS IN NUMBERS m
Cal
BASE BID ITEMS -
I 01505 Mobilization(Limit of3°/ofTalal Hid) IS 1 S 19,360 00 S 19,360.00 S 37,100.00 S 37,300.110 S 19,775,00 S 19,775,00 S 35 DI)0,00 S 35,000.00 A
2 01555 Flagmen RR 50 S 29.00 S 1,450,00 S 53.00 5 2,650.00 S 35,03 S 1,751.50 S 30.00 S 1,500.00 m
Traffic Control and Regulation During Construction. lD
3 01555 Including Signs and Barricades.in Accordance with IS I S 100.00 S 100.00 S 15,900.00 S 15,900.00 S 5,650,00 S 5,650.00 S 6,000,00 S 6,000.00 ti
MUTCD.Complete in Place R]
4 015P) Trench Safety System LF 5803 S 1.00 S 5,803.00 S 1.06 S 6,151.18 S 1.13 S 6,557.39 S 1.00 S 5,803.00 11
5 01561 Control of Ground Water and Surface Water IF 5803 S 16.00 S 92,848.00 S 22.00 S 127,666.00 S 16.00 S 92,848,00 S 16,00 S 92,848.00 A
6 01560 Fitter Fabric Fence LF 11300 S 0335 S 9,605.00 S 1.38 S 15,594.00 S 1.41 S 15,933.130 S 4.00 S 45,200.00 U)
7 01560 Reinfotoed Filler Fabric Barrier _ IF 350 S 2.00 S 700.00 S 2-44 S 854.00 S 1.53 S 535.50 S 5.00 $ 1,750.00 to
40
8 02530 8-Inch Sanitary Sewer.Open Cut,10-12 Feet Deep LF 292 S 62.00 S 18,104.00 S 41.9I S 12,237.72 S 61.02 S 17,817.84 S 47.00 S 13,724,00
9 02415 8-Inch Sanitary Sewer In 14-Inch Angered Steel Sleeve LF 222 S 269.70 S 59,873.40 S 312.44 S 69,361.68 S 285.6 S 63,372.12 S 119.00 S 16,418.00 z
10 02530 I0.1nch Sanitary Sewer,Open Cur.16-18 Feet Deep IF 405 S 70.80 S 213,674.00 S 44.70 S 18,103.50 S 7434 S 30,107.70 S 78-00 S 31,591100 -1
�O
11 02530 18-Inch Sanitary Sewer.Open Cut.14-16 Feet Deep LF 155 S 7730 S 11,98150 S 48.11 S 7,457.05 S 8333 S 12,916.15 S 114.00 S 17,670,00 3
12 02530 24-Inch Sanitary Sewer•Open Cut,14-16 Feet Deep LF 432 S 92.70 S 40,04640 S 62.01 S 26,788.32 S 107.23 S 46,32336 S 11850 S 51,192.00 -1
13 02530 24-Inch Sanitary Sewer.Open Cite,16-18 Feet Deep LF 4519 S 98.45 S 444,89535 S 66A3 S 300,197.17 S 118.23 S 534,28137 S 127.50 S 576,171.50 C
24-inch Sanitary Sewer in 36-Inch Angered Steel '
14 02415 LF 398 S 168.130 S 66,864.00 S 478.45 S 190,423.10 S 432.93 S 172,306.14 S 434.00 S 172,732.00
Casing _ C,.
Remove Existing 18-Inch Sanitary Sewer Stub Out and �13
IS NA Connect 24-Inch Gravity Sanitary Sewer to Existing EA I S 2,070,00 S 2,070.00 S 5,300.00 S 5,300.00 S 3,424.93 S 3,424.93 5 2,200.00 S 2,200.00 ffl
Sanitary Sewer\1H
16 02342 8-Foot Sanitary Server Manhole(Corrosion Resistant) EA 17 S 3,625.00 S 61,625.00 S 2,13237 S 36r250.29 S 2,658.89 S 45,201.13 S 5,400.00 S 91,800.011 -.7
Extra Depth for Sanitary Sewer Manhole(Corrosion , (�►
17 02542 Resistant) V F 142 S 220,00 S 31,240.00 S 10458 S 29,050-6 S 168.94 S 23,989.48 S 180.00 S 25,560.0D
sD'
18 02542 8-Foot Forcemain Discharge Manhole(Corrosion EA 1 S 6,860.00 S 6,860.00 S 6,460.70 S 6,460.70 S 7,758.58 S 7,758.58 S 8,400.00 S 8,400.00 W
Resistant)
Extra Depth for Forcemain Discharge Manhole , u3
19 D2542 1 F 8 S 235.00 S 1,880.00 S 268.18 S 2,145.44 S 168.94 S . 1,351.52 S 300.00 S 2,400.00 W
(Cortsion Resistant) m
8-Foot Sanitary Sewer Manhole(5-Foot Diameter) r
20 02542 (Corrosion Resistant) EA 2 S 5,140,00 S 10,280.00 S 3,810.70 S 7,621.40 S 4,126,76 S 8,253.52 S 7,117.00 S 14,234.00
- O
21 02542 Extra Depth for Sanitary Sewer Manhole(5 Foot VF 16 S 235.00 S 3,760.00 S 204.58 S 3,273.18 S 1613.94 S 2,703.04 S 240.00 S 3,840.00
Diameter)(Corrosion Praol) m
22 02542 Standard 8-Inch Manhole Drop EA 3 S 260.00 S 780.00 S 41658 S 1,249.74 S. 365.67 S 1,097.01 S 1,391.00 5 4,173.00 O.
23 02542 Extra Depth for 8-Inch Manhole Drop LF 3 S 48.00 S 144.00 5 30.17 S 90.51 S 34.18 S 102.54 S 60,00 S 180.00
24 02220 Cul.Plug,and Abandon Existing 4"Fotcemain LS I S 575.00 S 575.00 S 2,650.00 S 2,650.00 S 1,467.71 S 1,467.71 S 1,53E1.00 S 1,538.00 tU
r-..
25 02531 10-Inch Plug EA 3 S 65.00 8 195.00 S 93.28 S 279.84 S 4630 S 138.90 S 60.00 S 180.00 -,7
26 02531 18-Inch Plug EA 2 S 215110 S 430.00 S 18010 S 360.40 S 127.23 S 254.46 S 180.00 S 360.00
Remove and Depose of Existing Gravity Sanitary
Sewer Manhole,Extend Existing 8-Inch Gravity
Sanitary Sewer from the West to Tie Into Proposed '
Sanitary Sewer Manhole N19.Cut Existing 8-Inch
27 NA Gravity Sanitary Sewer from the tall to Tic Into LS I S 2,015.00 S 2,015.00 S 10,600.00 S 10,600.00 S 3,972.49 S 3,972.49 S 14,900.00 S 14,900.00 1)
Proposed Gravity Sanitary Sewer Manhole 419.
Remove and Dispose Existing 8-Inch Gravity Sanitary QOi
Sewer from the South from Sta 1+91 to Sta 2+61 and
Plug Existing 8-Inch Gravity Sanitary Sewer at Sta
2-61
Pape 3 d 0 011239e
`L2 MCHARD ROAD SANITARY SEWER
, � MAIN STREET(SH35)TO PEARLAND PARKWAY
BID TABULATION
�n BID NO.:B2004.016
E.P.BRADY COLTUTILITL33S C.E.BARKER TROY CONSTRUCTION
D ITEM SPEC BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID AMOUNT HID UNIT PRICE BID AMOUNT HID UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID -(
NO. ITEM NO. IN NUMBERS IN NUMBERS IN NUMBERS IN NUMBERS 0
Convert Lift Station Wet Well to Sanitary Sewer _
14
Manhole 1)Fill Bottom of Wet Well with Grout to 0-
Lowest Pipe Invert Elevation,Form Channels in Grout A
for All Influent and Effluent Pipes,2)Line Wet Well 0
28 NA with Neopoxy,or Approved Equal,Coating.3)Modify LS l S 10,530.00 S 10,530.00 S 39,750.00 S 39,750.00 S 9,774.50 S 9,774.50 S 14,500.00 S 14,500.00 lD
Lid Per Detail Sheet D.4)Demolish and Dispose fV
111
Existing Fence and Return Pumps and Motors to City of
Pearland.and 5)Plug and Abandon Existing 4"Force - 71]
Main
29 02921 Hydromulch Seeding SY 26482 S 0.20 S 5,296,40 S 0.53 S 14,03546 S 031 S 8,209.42 S 0.50 S 13.241.00 01
90
30 NA Restore Ditch to Original Condition LS I S 50.60 S 50.00 S 5,300.00 S 5,300.00 S 1,412.50 S 1,41250 S 7,300,00 S 7,300.00 31 NA Temporary Access Road LS 1 S 3,300.0D S 3,300.00 S 14,310.00 S 14,310.00 S 8,475.00 S 8,475.00 S 16.300.00 S 16,300.00 32 02200 Clearing and Grubbing SY 18542 S 1.40 S 25,958.00 S 239 3 44,31538 S 1.53 S 28,36916 S 1.50 S 27,813.001 1
73
33 NA Allowance for Temporary Support or Bypass of4"
Forcemain LS 1 T 5,500.00 S 5,500.00 S 15,9130.00 S 15,900.00 S 5,650.00 S 5,650.00 S 3,000.0D S 3,000.00 83
34 NA Remosc and Replace Safety End Treatment LS I S 1,700.00 S 1,70D.00 S - S 4,68940 S 4,689.50 S 4,253.00 S 4,253.00 XI
SUBTOTAL BASE BID ITEMS S 974,494.05 S 1,069,626.52 3 1,186,I70.56 S 1,33J 771.50 C
EXTRA ITEMS , 1-1
, -{
Cement Stabilized Sand to Obtain Stable Trench C
35 02252 TON S S 30.00 S 150.0D S 25.00 S 125.00 3 35.00 3 175.0025.00
S S 125.00A]
l
Bottom or Manhole Baseft
36 02922 Sodding SY 100 S 3.70 S 370.00 S 4.00 S 400.00 S 3.0D S 300.0D S 4.00 S 400.00
37 02318 Machine Excavation to Obtain Stable Trench Bottom ar CY 100 S 20.00 S 2,000.00 S 5.00 $ 500.00 S 5.65 S 565.00 S 20-00 S 2,000.00
Manhole Rase
_."3.,,
Crushed Rock to Obtain Stable Trench Bottom or GI
38 02318 Manhole Base CY 100 S 32.60 3 3,200.00 S 30.00 S 3,000.00 S 45.00 S 4,500.00 S 25.00 S 2,500A0 uO
02530 Wet Sand Construction for 8-Inch Sanitary Sewer, lD
W
39 LF 25 S 15.00 S 375.00 S 15.00 S 375.00 S 15.00 5 375.00 S 25.00 t 625.00
Open Cut.All Depths
40 02530 Wet Sand Corutruclion for I0-Inch Sanitary Sewer. LF 25 S. (A
Open Cut All Depths 15.00 S 3T5,00 S 20.00 S 500,00 S 20.00 S SDD,00 S 25.OD S 6Z5,00 m
F
41 02530 Wet Sand Construction for 18-Inch Sanitary Sewer, LF 25 $ 20.00 S 500.00 S 25.00 S 625.00 S 25.00 S 625.00 S 3500 S 875 --I Open Cut.All Depths . .013 O
42 02530 Wet Sand Construction for 24-Itch Sanitary Sewer, LF 100 S 25.00 S 2,54D.00 S 30.00 SfU
Open Cut.All Depths
3,ODD 00 S 25.00 S 2,500.00 S 35.00 S 3,500.00 m
SUBTOTAL EXTRA ITEMS' 3 9,470.00 S 8,525.00 S 9,540.00 • S 10,650.00 0)
GRAND TOTAL S 983,964.05 S 1,078,151.52 S 1,196,010.56 S 1,344,421.50 N
43 l 02530 Kip) en Cut Construction Within Limits of Wetlands I LF I 298 _3 90.00 S 26,830.00 $ 500.00 S 149,000.00_$ 137.07 S 40,846.86 S 160.00 S 47,680.00 ~'
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i ilk's' MCHARD ROAD SANITARY SEWER
_,�lr-� MAIN STREET(SH35)TO PEARLAND PARKWAY
1. BID TABULATION
BID NO. B200I.016 ,
f?r,I-r? AVERAGE 3 LOW BIDDERS ENGINEER'S OPINION OF COST
3
D
ITEM SPEC BID ITEM DESCRIPTION UNIT QTY UN1T PRICE BID AMOUNT BID UNIT PRICE BD) AMOUNT BID -<
NO. ITEM NO. TN'(UMBERS IN NUMBERS m
BASE BED ITEMS
1 01505 _Mobilization(Limit of 3%ofTolal Bid) LS I S 20,680.00 S 20,680,00 S 30,000.00 S 3E1,000.00 -P
2 01555 Flagmen HR 50 S 25.17 S 1,27333 S 30.0D S 1,500,00 GI
Traffic Control and Regulation During Construction. lD
3 01555 Including Signs and Barricades,in Accordance with LS I S 3,420.00 S 3,420.00 S 1,000.00 S 1,000.00 IV
MUTCD,Complete in Place (4
4 01570 Trench Safety System LF 5803 S 033 S 3,094.93 S 1.0D 3 5,803,00 Tl
5 01561 Control of Ground Water and Surface Water LF 5803 S 16-00 S 92,84840 S 16.00 S 92,248,00 70
6 01560 Filter Fabric Fence LF 11300 _S 1.12 S 13,618-33 S 1.00 3 11,300.00 U1
7 01560 Reinforced Filter Fabric Barrier LF 350 S 2.08 S 729.17 S 2.00 S 700.00 03
8 02530 8-Inch Sanitary Sewer.Open Cut.10-12 Feet Deep LF 292 5 24.63 S 7,192.93 S 50.00 3 14,600.00
9 02415 8-Inch Sanitary Sewer In 14-Inch Augered Steel Sleeve LF 222 S 225.70 S 50,105d0 S 250.00 3 55,500.130 -nZ
10 02530 10-Inch Sanitary Sewer,Open Cut,16-18 Feet Deep LF 405 S 38.20 S 15,471.00 S 60.00 3 24,300.00 XI
I I 02530 18-Inch Sanitary Sewer,Own Cul,14-16 Feet Deep LF 155 S 6050 S 9,37730 S 75.00 3 11,625.00 D
12 02530 24-Inch Sanitary Sewer.Open Cut,14-t6 Feet Deep LF 432 S 56.13 S 24,249.60 S 100.00 S 43,200.00 --I-I
13 02530 24-Inch Sanitary Sewer.Open Cut_I6-16 Feet Deep LF 4519 S 57.85 S 261,424.15 S 110.00 3 497,090,00 v C
24-Inch Sanitary Sewer In 36-Inch Augered Sled
14 02415 Cain LF 392 S 353.93 S 140,865.47 S 375.00 3 149,250.00 -
ti
Remove Existing 18-Inch Sanitary Sewer Stub Out and m
15 hA Connect 24-Inch Gravity Sanitary Sewer to Existing EA I S 1316.67 S 1,116.67 S 1,500.00 S 1,500.00
Sanitary Sewer MH
16 02542 8-Foot Sanitary Sewer Manhole(Corrosion Resistant) EA 17 S 2,57(.67 S 43,71833 S 3,500.00 S 59,500.00
t-
17 02542 Extra Depth for Sanitary Sewer Manhole(Corrosion VF 142 S 100.00 5 28,400.00 S 200.00• S 28,400-00 C J
Resistant) i0
8-Foot Forcemain Discharge Manhole(Corrosion
18 02542 Resistant) EA 1 S 4,53333 S 4,8333 W 3 S 10,000.00 S 10,000.00
19 02542 Extra Depth for Forcemain Discharge Manhole VF 8 S 166.67 S 1,33333 S 400.00 S 3,200.00 (A
(Corrosion Resistant)
20 02542 8-Foot Sanitary Sewer Manhole(S-Foot Diameter) EA 2 S 3.720.00 S 7,440.00 3 5,000.00 S 10,000.00 t,
(Conosion Resistant) -I
0
21 ' 02542 Extra Depth for Sanitary Sewer Manhole(S-Foot VF 16 S 200.00 0.0 S 3,200 S 250.00 S 4,000.00 N
Diameter)(Corrosion Roof) 03
22 02542 Standard 8-Inch Manhole Drop EA 3 S 340.00 S 1,020.0D S 500.00 S 1,500.00 t-,,
cn
23 02542 Extra Depth for 8-Inch Manhole Drop LF 3 S 33.33 S 100.00 S 30.00 S 90.00 cri
24 02220 Cut,Plug,and Abandon Existing 4"Forcemain LS 1 S 393.33 S 39333 S 2,000.00 S 2,000.00 N
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25 02531 10-Inch Plug EA 3 S 75.33 S 235.00 5 100.00 S 300.00 m
26 02531 18-Inch Plug EA 2 S 243,33 S 486.67 S 100.00 S 400.00 01
Remove and Dispose of Existing Gravity Sanitary
Sewer Manhole.Extend Existing 8-Inch Gravity
Sanitary Sewer from the West to Tie Into Proposed
Sanitary Sewer Manhole 819.Cut Existing 8-Inch
27 NA Gravity Sanitary Sewer from the East to Tie Into LS I S 2,063.33 S 2,06333 S 5,000.00 S 5,000.00 "D
Proposed Gravity Sanitary Sewer Manhole d19,
Remote and Dispose Existing 8-Inch Gravity Sanitary co
Sewer from the South from Sta 1491 to Sta 2r•61 and
Plug Existing I-Inch Gravity Sanitary Sewer at Sea
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Pipe Sot 01r?4116(
a 4r MCHARD ROAD SANITARY SEWER
a, 4, MAIN STREET(SH35)TO FEARLAND PARKWAY
b:11'J;tti. . BID TABULATION
�" BID NO.:B2004.016
*r,�brfi' AVERAGE 3 LOW BIDDERS ENGLNEER'S OPINION OF COST
r 3
ITEM D SPEC BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID AMOUNT BID UNIT PRICE BID AMOUNT BID -C
NO. ITEM NO. IN NUMBERS IN NUMIBF.RS m
m Coes Lill Station Wet Well to Sanitary Sewer
W
Manhole l)Fill Bottom of-Wet Well with Grout to 0
Lowest Pipe Invert Elevation.Form Channels in GroutA
for All Influent and Effluent Pipes,2)Line Wet Well 0
28 NA with Neeopoxy,or Approved Equal,Coating,3)Modify LS I S 7,73333 S 7,733.33 S 15,000.00 S 15,000.00
Lid Per Detail Sheet 13.4)Demolish and Dispose N.)
Existing Fence and Return Pumps and Motors to City o
CAI
Rutland.and 5)Plug and Abandon Existing 4"Force -11
Main70
29 02921 Nydro mulch Seeding SY 26482 S 0.29 S 7,768.05 S 0.20 S 5,296A0 Ul
30 NA Restore Ditch to Original Condition LS l S 653.33 S 653.33 S 2,000.00_ S 2,000.00 tEl
31 NA Temporary Access Road LS I S 5,611333 S 5,68333 S 10,000.00 S 10,000,00
32 02200 Cfearingaud Grubbing SY 18542 S 1.80 S 33,375.60 S 1.5D S 27,813.00 Z
Allowance for Temporary Support or Suort Bypass of 4" xi33 NA Forccmain LS 1 S 1,306.67 S 1,306.67 S 1,500.00 S 1,500.00 D
Ul
34 NA Remove and Replace Safety End Treatment LS ,. I S 700.00 S 700.00 S 5,000.00 S 5,000.00 i
EXTRA ITEMS SUBTOTAL BASE BID ITEMS S 795,110.14 S 1,131.215.50 C
35 02252 -I
Cement Stabilized Sand to Obtain Stable Trench TON S S 13.67 S 6833 S 20.00 S l00.00 C
Bottom or Manhole Basem
36 02922 Sodding SY_ 100 S 4.33 S 433.33 S 4.00 3 400.00
37 0231 B Machine Excavation to Obtain Stable Trench Bottom or CY 100 S 6.00 S 600.00 S 5.00 S 500.00 -.7
Manhole Base
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Crushed Rock to Obtain Stable Trench Bottom or Col
38 02318 Manhole Base CY 100 S 2733 S 2,73333 S 30.00 S 3,000.00
02530 Wet Sand Construction for 8-Inch Sanitary Sewer, l0
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39 LF 25 S 9.67 S 241.67 S 10.00 S 250.00 Open Cut,All D<pths
l0
02530 Wet Sand Construction for 10-Inch Sanitary Sewer, LF 25 S 9.67 S 241.67 S 10.00 S 250.00 Col
Open Cut.All Depths m
r
41 02530 Wet Sand Construction for 18-Inch Sanitary Sewer, LF 25 5 12.33 S 30833 S I0.00 S 150.00 -{
Open Cul,All Depths0
42 02530 Wet Sand Construction for 24-loch Sanitary Sewer, LF 100 S 1J.83 S f,38333 S lO.OD S I,ODD.00 Ill
Open Cul,All Depths OD
SUBTOTAL EXTRA ITEMS 5 6,010.00 S 5,750.60 CD
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GRAND TOTAL S 801,120.14( - S 1,136,965.40 (11
43 I 02530 'Open Cut Construction V/ilhin Limits of Wetlands I L I 298 5 60.83 S 18,1283 s
3105.00 S 31,290.00 rN-‘
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