R2011-005 - 2011-01-10RESOLUTION NO. R2011 -5
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AWARDING A BID FOR CONSTRUCTION SERVICES
ASSOCIATED WITH THE SH 35 INTERIM LIFTSTATION.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1 That the City opened bids for construction services associated with the
SH 35 Interim Liftstation, and such bids have been reviewed and tabulated.
Section 2 That the City Council hereby awards the bid to David Wight
Construction Co., Ltd., in the amount of $120,590.00.
Section 3 The City Manager or his designee is hereby authorized to execute a
contract for construction services associated with the SH 35 Interim Liftstation.
PASSED, APPROVED and ADOPTED this the 10 day of January, A.D., 2011.
�arn fi..cQ.
TOM REID
MAYOR
ATTEST:
T
APPROVED AS TO FORM:
j a,"
DARRIN M. COKER
CITY ATTORNEY
KIRST KOSMOSHI, INC.
1 Civil/Consulting Engineers
2630 Fountainview,Ste.318;Hou.,Tx.77057
December 20,2010
City of Pearland KKI Project No.: m0001-016-403
Projects Department KKI Letter No.: m0001-016-007r
3519 Liberty Drive,3rd Fl. CoP Proj.No.: W42041
Pearland,Texas 77581
Attn.: Ms. Cara Davis
Re.: Industrial Drive East Interim Lift Station
Recommendation of Award of Construction Contract
Gentlemen,
Kirst Kosmoski,Inc. (KKI)has tabulated and reviewed five(5)bids for the referenced project received
Thursday,December 16,2010 at 2:00 PM,in the offices of the City of Pearland. All bid bonds were found to be
in order. All bids were found to be complete and correct save the following:
- Panorama Development Group's bid contained one extension error in bid item 6. This error was carried
through to the total bid price,however,it did not change Panorama's position of 3ra
The low bid was submitted by David Wight Construction of Alvin,Texas in the amount of$120,590.00.
Summary and detailed bid tabulations are attached for your use. This amount is well above KKI's last opinion of
construction cost even though we verified prices with contractor's, suppliers,and vendors less than a month
before the bid,the majority of the difference being in the cost of the wetwell manhole and the equipment. A
portion of the difference can be attributed to the requirement that all piping,fixtures, and accessories installed in
the wetwell be stainless steel and the possibility that special measures may be required by the pipeline companies
when working in their right-of-way. However,post bid queries of the same sources confirmed the low bidders
pricing.
Based on this information,KKI respectfully recommends award of this construction contract.
If you have any questions or need more information,please call me at 832-242-7200 or 832-465-0784.
Sincerely,
Eddie Kirst,P.E.
Principal
attch.
LEK/lek
P:\m0001-CoP\016-sh35-s_ss\adtnin\letters\007r-cop cdavis_Rec of Award_12-20-10.doc
K KIRST KOSMOSKI,INC. *:
JL1 Civil/Consulting Engineers 4
Houston/Pearland --A.. ,
SUMMARY BID TABULATION E
TT I A AX
- vC.ah'Sray'�,
Industrial Drive Interim Lift Station
8900 Block,Industrial Drive East
City of Pearland,Texas
CoP PROJECT NO.:W42041
BID NO.: 1111-07
BID DATE:December 16,2010
BID #OF ADDENDA
RANK CONTRACTOR BOND RECEIVED GRAND TOTAL
1. David Wight Construction Co.,Ltd. * #1 $ 120,590.00
2. Reddico Construction Co.,Inc. * #1 $ 135,019.50
3. Panorama Devel.Group * #1 $ 142,863.77
4. Liftwater Construction,Inc. * #1 $ 150,670.00
5. Peltier Bros.Const.,Ltd. * #1 $ 186,453.60
Originated:m/d/yyyy
Form:9/2006 Page 1 of 3 Printed:12/16/2010
It Kota Kosaorn,Inc. BID TABULATION •yf
'I`,;_:e,;,;„rr"r"' Industrial Drive Interim Lift Station i[ t ' David Wight Construction Co.,Lid. Reddico Construction Cu.,Inc. Panorama DevaL Croup Litlnatrr Construction,Inc. Peltier Bros.Corot.,Ltd.
8900 Block,Industrial Drive East _1 G 4300 Mandell •10083 FM 1484 822 Durham Dr. 22803 Sddei Rd. 11603 W'ndfem
City of Penland,Texas Akin,Tx.77511 Conroe,Ts 77303 Dom,Ts 771107 Cypress,Ts 77133 Nom,Ts 77061
BID NO,:1111-07 Ph.:28h131-1584;Far,281 5085-164 Ph.:936-441-9500;Far 936-760-3846 Ph.:713-863S831ft Fax:713-583.9260 P6,:281-373-0367;Fax:281-373-1380 Ph.:281-894-1949;Fax:281-894-4942
BID DATE:Drcember 16,2010
ITEM SPEC. BID ITEM DESCRIPTION UNIT QTY UNIT PRICE AMOUNT BID UNIT PRICE AMOUNT BID UNIT PRICE CONTRACTOR'S AMOUNT BID UNIT PRICE AMOUNT BID UNIT PRICE AMOUNT BID
NO. SECT, _ TOTAL
BASE BID ITEMS
MOVE-IN&START-UP
l 01505 Mobilioalion(Limit of 3%of Total Did) LS 1 S 6,828.00 $ 6,8221.00 $ 4,040.00 $ 4,040.00 $ 4,00000 $ 4.000.00 $ 4,000.00 S 5.0 0.00 $ 5,000.00 S 4,0 0.00 $ 4,000.00
2 01555 Traffic Control and Regulation During Canxtmctiorl. LS 1 $ 480.00 $ 480.00 S 1,800.00 $ 1,800.00 $ 3,199.00 $ 3,19900 $ 3,199.00 S 2,5(0 00 $ 2,500.00 $ 1,0082.00 $ 1,000.00
Inhaling Signs and Barricades,in Accordance uith•
MUTCD.Complete in Place
3 01560 Filter Fabric Fence 1,F 450 S 2.20 $ 990.00 S 1.35 $ 607.50 $ 1,00 $ 810.00 $ 810.00 S 2.00 $ 900.00 S 0.50 $ 225.00
4 (11561 RuNorerd Filter Fabric Ranier LF 40 $ 3.00 $ 1.20.00 S 2.50 $ 100.00 $ 220 $ 218.110 S 88.00 $ 2.5(1 $ 100.00 $ 100 g 40.00
5 01564 Control ol'Ground Water and Snlaee Water LE 136 S 29.00 I 3,944.00 $ 10.00 $ 1,360.00 S 110.00 $ 14,96010 $ 14,960.00 5 75.00 $ 10.200.00 $ 5.00 $ 680.00
6 01570 Trench Safety LF 136 S 1.00 S 136.00 $ 1.110 $ 136.00 $ 13.97 S 1,900.00 $SI TI$:j 81521 S 10.00 $ 1,360.00 S 0.10 $ 13.60
7 02200 Clearing and Grubbing Ac 0.2 $ 11,000.00 S 2,200.00 5 780001 $ 1,960.00 S 6,500.00 $ 1,3181.00 S 1.300.00 $ 5,00D00 $ 1,000.00 S 1,000.00 S 200.00
SUBTOTAL MOVE-IN&START-UP: 3 14,698.00 S 10,003.50 $ 26,257,00 S 26,256.92 S 21,060.0U $ 6,158.60
SANITARY SEWER
8 0222(1 Cut&Plug Existing 10"Sevier,Complcln m Place Ea I $ 282.00 S 282.00 0 385.00 $ 385.00 $ 931.00 $ 93 MD $ 931.00 $ 250.00 S 250.00 $ 600.00 S 600.00
9 02533 4"RcsOainod Joint PVC Farm Main,Open Cut,Min 4' LF 120 5 31.00 S 3,720.00 3 33.00 S 3,960,00 $ 38.80 $ 4,656.011 $ 4,656.00 $ 125 00 $ 15,000.00 S 60.00 $ 7,200.00
Comm,Including Bedding.Bocklill,&Testing,Complete
in Place
10 02533 4"Internal Eeoce Main Disci/ago Drop Comection to LS I $ 2,520.(81 $ 2.520.00 $ 2,800.00 I 2.8(0,00 5 3,011.00 S 3,011.01 $ 3,011.00 5 2,73(101 $ 2,750.00 $ 2,000.00 $ 2,(00.00
&Wing Polymer Concrete Manhole,Complete in Floes
11 02530 10"PVC Gravity Sanitary Server,Open Cut,12'-14' LF 16 $ 98.00 $ 1,568.00 5 121.30 $ 1,944.00 $ 25510 $ 4030,00 $ 4,080.00 $ 200.00 $ 3.200.00 $ 100.00 $ 1,600.00
Depth,Including Bedding,Baokfdi&Testing,Complain
in Place
12 02530 IO"x 10"PVC Wye Connection to Existing Unver, Ea I S 250.00 $ 250.00 5 1,150.00 $ 1,150.00 5 583.00 S 583.00 S 583.00 $ 250.00 $ 250.00 5 600.00 $ 600.00
i eluding Bedding.Ilack611.&Testing,Complete in
Place
13 02542 6'Diameter Corrosion Resistant Sanitary Sewer lie 1 $ 19,252.00 $ 19,252.00 5 79.900.00 $ 79,900.(10 $ 19,687.00 $ 19.687.00 $ 19,687.00 S 65.645.W $ 65,645.00 $ 86.300.00 $ 86,300.00
Manhole,Standard Depth,Including Bedding,Bm:kfill,
&Testing,Cumplcre in Place
14 02542 6'Diameter Corrosion Resistant Sanitary Senor VF 12 $ 614.00 $ 7,368.00 $ 341.00 S 4,092.00 S 1,094.00 $ 13,128 W $ 13,128.00 $ 10.00 S 120.00 S 400.00 $ 4,800.00
Manhole,Extra Depth,Compicte in Place
15 02542 Adjust Manhole to Final Grade,Complete inplaacc lto 1 $ 250.00 S 250.00 S 470.00 S 470.00 S 1,540.00 5 1,540.00 $ 1,540.00 S 100.00 S 100.00 S 100.00 $ 100.00
16 02921 III!ydmmdch Seeding.Complete in Place Ac 0.2 S 4,0110.18) S 800.00 $ 5,500.00 $ 1,100.00 5 5.750.101 $ 1,15(1.00 S 1.150.00 $ 5,000.00 $ 1,0(0.0(1 $ 1,000.0 S 200.00
17 02980 Asphalt Paving Restoration,Complete in Platt SY 2(1 $ 36.00 $ 720.00 S 97.00 $ 1.940.00 $ 75.00 $ 1.500.00 S 1.500.00 $ 250.00 $ 5.000.00 $ 50.0(1 $ 1.000.00
18 03300 3'Diameter,3''Tall Concrete MCC Pedestalvrith lie 1 S 79200 $ 792.00 S 91000 $ 910.00 S 3,699.00 $ 3,699.00 S 3,699.00 S 2,500.00 S 2,500.00 $ 1,100.00 $ 1,000.00
Reflective Yellow Paint,complete in Place
19 15030SS Duplex Lift Mahon lumps,Motor Controls,Sensors, LS 1 5 53,830.00 $ 53,830.00 S 9,900.00 $ 9,900.00 S 39200.00 $ 39,20000 $ 39,200.00 S 21,010.00 g 21,000.00 S 64,000.00 $ 64,100.110
Equipment,&Inslallatimn per Manufacturer's
Specifications,Complete in Place
20 16010 0leetri al Service including conduit,coudu:tors,risers. LS 1 $ 12,000.00 $ 12,000.00 5 14,850.00 $ 14,850.00 S 20.476.00 $ 20,476.00 $ 20,476.00 $ 9.000.00 $ 9,000.00 $ 10.010.00 $ 10,000.00
weather er head.service pole,meter.00 per Ce nterPninl
rcquiremems."ONOFF-0N'dioaomnoet for auxiliary
power,and all fillings and coma-Mom required to cnM.xt
to MCC
SUBTOTAL SANITARY SEWER: S 103,352.00 S 123,401.00 S 113,641.00 S 113,641,00 S 125,815,00 S 179,4011.00
SUBTOTAL BASE BID ITEMS: $ 118,050.00 $ 133,404.50 $ 139,898.00 $ 139,897.92 $ 146,875.00 $ 185,558.60
EXTRA ITEMS
21 01560 Filler Fabric Pace 1.30 100 S 2181 $ 200.00 S 135 $ 135.00 $ 1.80 5• 180.00 $ 180.00 S 200 $ 200.00 S 0.75 $ 75.00
22 01561 Reinforced Filter Fabric Barrier LF 2(1 5 3.1)0 $ 60.00 $ 2.50 $ 50.00 S 2.20 $ 4400 $ 44.00 $ 2.50 $ 50.081 $ 1.00 $ 20.00
23 015564 Control of Ground Water and Sulf co Water LF 40 $ 35.00 $ 1,400.00 5 10.00 $ 400.00 $ 44.48 $- 1,779.20 $ 1.779.20 $ 75.00 $ 3,000.00 S 5.00 S 200.00
24 02252 Cement Stabiliood Sand to Obtain Stable Trench Dolman Ton 10 S 2200 S 220.00 $ 15.00 $ 150.00 S 2900 $ 200,U0 $ 290.00 S 21.00 $ 210.00 $ 15 00 $ 150.00
or Manhole Base
25 02318 Machin Fxcmalion to Obtain Stable Trench Bolton or CY 15 S 4.00 $ 60.00 S 12.00 $ 180.00 S 7.75 $ 116.25 S 116.25 $ 5.00 $ 75.00 $ 8.00 $ 120.00
Mooh,,Ie Base
26 02318 Crushed Ruck to Obtain Stable Trench Bottom or CY 10 $ 12.00 S 120.00 $ 46.00 $ 460.00 S 37.40 $ 374.011 $ 374.00 $ 10.00 $ 100.00 3 23.00 $ 250.00
Manhole Base
27 02530 Wet Sand Construction for Open Cut Sanitary Sewer; LP 16 $ 30.00 S 480.00 $ 15.00 $ 240.00 $ 11.40 $ 182A0 $ 182.40 S 10.00 5 160.00 $ 5.00 $ 80.00
All Depths
SUBTOTAL EXTRA ITEMS: $ 2,540.00 __ $ 1,615,00 $ 2,965.85 $ 2,965,85 $ 3,795.00 $ 895.00
GRAND TOTAL: $ 120,590.00 $ 135,019.50 $ 142,863.85 $ 142,863.77 $ 150,670.00 $ 186,453.60
Orignated:12/16/2010
Fenn:WOOS Pogo 2 a 3 Printed:121162010
K Km.tauvow Ire. BID TABULATION
KIu,,, �°,rr""""" Industrial Drive Interim Lift Station •11 "\
8900 Block,Industrial Drive East .. AVERAGE OF 3 LOW BIDDERS AVERAGE OF ALL BIDDERS ENGINEER'S OPINION OF COST
City of Pearland,Texas
BID NO.:1111-07
BID DATE:December 16,2010
ITEM SPEC. BID ITEM DESCRIPTION UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
NO. SECT.
BASE BID ITEMS
MOVE-IN&START-UP
1 01505 Mobdiartion(Limit of 3%ofTotal Did) LS I $ 4,956.00 $ 4,956.00 $ 4,773.60 $ 4,773.60 $ 1,429.20 $ 1,429
2 01555 traffic Cosmtand Regulation Wring Construction, LS 1 $ 1,826.33 $ 1,826.33 $ 1,795.80 $ 1.795.80 $ 5,000.00 S 5,000
Including Signs and Ikanicades,in Accordance with
MUICD,Complete in Place
3 01560 Filter Fabric Ferree LF 450 $ 1.78 $ 802.50 I 1.57 $ 706.5U $ 2.00 $ 900
4 01361 Reinforced Fitter Fnnbno Banter LF 40 $ 2.57 S 102.67 $ 2.224 $ 89.60 $ 5,10 $ 200
5 01564 Control of Gro:md Water and Surface Water LP 136 $ 49.67 $ 6,754.67 $ 45.80 $ 6,228.80 $ 1.00 $ 136
6 01570 Trench Safety LF 136 $ 5.32 $ 723.97 S 5.21 $ 709.10 $ 1.50 $ 204
7 02200 Clearing and Grubbing Ac 0.2 $ 9,100.00 S 1,820.00 $ 6,660.00 $ 1,332.00 $ 2,500.00 $ 500
SUBTOTAL MOVE-IN&START-UP: $ 16,986.14 $ 15,635.40 S 8,369
SANITARY SEWER
8 02220 Cut&Plug Existing 10"Saner,Complete in Place 1 1 $ 532.67 $ 53267 $ 489.60 $ 489.60 S 200.011 $ 200
9 02533 1"Reat aind Joint PVC Force plain,Open Cut,Min 4' LF 120 $ 34.27 S 4,112.011 S 57.56 $ 6,907.20 S 20.00 $ 2,400
Cowes,Including Bedding,I3ackfill,&Testing•Complete
in Place
10 02533 1"Internal Force Main Discharge Drop Connection to LS I $ 2,777.00 $ 2,777.00 $ 2,616.20 $ 2,616.20 $ 2,500.10 $ 2.500
Fxisteng Polymer Concrete Manhole,Complete in Place
II 02530 10"PVC Gravity Sanitary S,nvue.Open Cut,12'-IS' LF 16 $ 158.17 $ 2,530.67 $ 154.90 $ 2,47840 $ 50.00 $ 800
Depth,Including Bedding,Backill,&Testing,Complete
in Place
12 02530 10"x 10"PVC Wye Connection to Existing Sewer, f I $ 661.00 $ 661.00 $ 566.60 $ 566.60 $ 200.00 $ 200
Including Bedding,Back(!!,,&Testing,Complete in
Plane _
13 02542 6'Diameter Corrosion Resistant Sanitary Server Ea I S 39,613.00 $ 39,613.00 $ 54,156.80 $ 54.156.80 $ 7.000.00 $ 7,000
Manhole.Standard Depth,Including Bedding.BaektOl,
&Scaling,Complete in Plane
14 02542 6'Diameter Cotrusiun Resistant Sanitary Sewer VF 12 $ 683.00 $ 8,196.00 $ 491.80 $ 5,901.60 $ 100.00 $ 1,200
Manhole.Extra Depth,Complete in Plane
15 02542 Adjust Manhole to Final Grade,Complete in Place lie I S 753.33 $ 753.33 S 492.00 $ 492.00 S 150.00 $ 150
16 02921 Ilvdromulch Seeding,Complete in Place Ac 0.2 S 5,083.33 $ 1,016.67 $ 4.250.00 S 850.00 S 2,500f0 S 500
17 02980 Asplalt Paving Restoration,Cmnplcic in Place SY 20 S 69.33 $ 1.386.67 8 101.60 S 2,032.00 S 50.01) $ 1,000
18 03300 3'Diameter,3'Tall Concrete MCC Pedestal with Ina 1 $ 1,800.33 $ 1,800.33 $ 1,780.20 $ 1,780.20 5 2250 00 $ 2,250
Reflective Yellow Pain,complete in Place
19 I5030SS Duplex Lift Station Pumps,Motor Controls,Sensors, LS 1 5 34,310.00 $ 34,310.00 $ 37,58600 $ 37,586.00 S 18,000.00 $ 18,000
Equipment.&Installation per Manufacturer's
Specifications.Complete in Place
20 16010 Electrical Senicc including conduit.codaetors,risers, LS I $ 15,775.33 $ 15,775.33 $ 13265.20 $ 13.265.20 $ 4500.00 $ 4.500
weather lead senice pole,muter cm prCenterPoint
requirements,"ON-OFF-ON'disconnect forsaxilinry
power,and all fittings and connectors required to connect
a MCC
SUBTOTAL SANITARY SEWER: S 113,464.67 $ 129,12(.80 S 40,700
SUBTOTAL BASE BID ITEMS: $ 130,450.81 $ 144,757.20 $ 49,069
EXTRA ITEMS
21 01560 Filter Fabric Fence LF 100 $ 1.72 $ 171.67 S 1.58 0 158.00 $ 2.00 $ 200
22 01561 Reinforcd Filter Fabric Bam er LP 20 $ 2.57 5 51.33 5 2.24 1 44.80 S 5.00 $ 100
23 01564 Control officered Water and Surface Water LP 40 $ 29.83 $ 1,193.07 $ 33.90 $ 1,355.84 1 1.00 S 40
24 02252 Cement Slal:dikd Sand to Obtain Stable Trawl:Bottom Ton 10 $ 22.00 $ 220.00 $ 20.40 $ 204.00 $ 25.60 $ 250
or Manhole Base
25 02318 Machine Excamtien to Obtain Stable Trench Bottom or CY 15 5 7.92 S 118.75 S 7.35 $ 110.25 $ 8.00 S 120
Manhole Buse
26 02318 Crushed Rook In Obtain Stable Trench Bottom or CY 10 $ 31.80 $ 318.00 I 26.08 1 260.80 $ 40.00 $ 400
Ma:h ob:Base
27 02530 Wet Sand Cmntnhclion for Open Cut Sonila y Saver, LF 16 $ 18.80 $ 300.80 $ 14.28 S 22848 5 40.00 $ 640 '
All Depths
SUBTOTAL EXTRA ITEMS: $ 2,373.62 $ 2,362.17 $ 1,750,00
GRAND TOTAL: $ 132,824.42 $ 147,119,37 I$ 50,819
odaoama:1]f10R010
Form:52008 Pap0 ales N.0:12/10/2010