bid proposal - mount pleasant corporate center

ROADWAY AND INFRASTRUCTURE CONSTRUCTION PROPOSAL

Submitted by [£AM 5

on the Mount Pleasant Corporate Center Building Roadway and Infrastructure Project.

Thomas J. Skibinski, PE Penn State University Department of Civil and Environmental Engineering 206 M Sackett Building University Park, Pennsylvania 16802

Gentlemen:

r""\ 13-tk... Date yEC. __ 20_13_

This Proposal is submitted in accordance with your Instructions to Bidders inviting sealed proposals for the Mount Pleasant Corporate Center Building located in Scranton, Pennsylvania, and having carefully examined the Contract Documents, together with the addenda thereto, of the above project, all as prepared by Skibinski Associates, Scranton, Pennsylvania, and having visited and being familiar with the site and the various conditions affecting the work the undersigned hereby offers to furnish all equipment and otherwise do all things necessary to complete in a competent and workmanlike manner the Construction in strict accordance with the Contract Documents to the complete satisfaction and acceptance by you, for the sum of:

Base Bid (per Bid Tabulation), including Performance Bond and Payment Bond,

/wo Mdf1011, Four Hund rt4 1hrrfeen 11oos4nJ / lh,t{e fW'Yc/ Dollars ($ :/.; 'fl'. 3?i) to be

completed by November 14, 2014. Fi f+y Four

Mt. Pleasant - Roadway and Infrastructure CONSTRUCTION PROPOSAL- FA 13 of6

BID TABULATION

GENERAL

Estimated Unit Item Unit Ouantitt Price Total

1 Mobilization LS 1 111 i o.g' 111 £ a6'1(

2 Demobilization LS 1 I l. "70~ HI '7D4 I

Total- General ~ 1aq 7 c;-7

On-Site Construction

Estimated Unit Item Unit Ouantitt Price Total

1 Clearing & Grubbing LS 1 25,000 ~5 1 000

2 Demolition LS 1 30,000 '3ol ooo 3 Earthwork - Cut CY 88,000 s. s 'i 4 "i 71 5 ;).O

4 Earthwork - Fill CY 88,000 \. ~ 'i ''f Lf l '3~ 5 Erosion & Sediment Control LS 1 90,000 'lO, coo 6 Bituminous Concrete Pavement Structure SY 5,050 lc>Y.'-l\ 5()..J< 7}.,10.$' • 7 Concrete Curb LF 2,700 'l.'iS -as~ S LS .. 8 10" PVC, SDR 35 Sanitary Sewer LF 15 \ ~. hli '~"3~ .it 9 8" PVC, SDR 35 Sanitary Sewer LF l '3.~ I ~.a.'l l ~, ., "-6 10 Precast Concrete Sewage Manholes (Standard) EA 5 l,S~3 f>i1.t:fb.S 11 Precast Concrete Sewage Manholes (Drop) EA 1 4,500 4 Sob

12 Test Pit at Existing Sewage Interceptor Manhole LS 1 5,000 s, ~oo 13 Sanitary Sewer Connection at Existing Sewer

Interceptor Manhole LS 1 3,000 '3, 00-0

14 Sanitary Sewer Laterals EA 4 3~1 l,.S:;\.~ 15 Gas Main Trenching LF 1,400 b.o~ ~. 4aS • 16 12" SLHDPE Storm Pipe LF l,ooo \4,3~ l Y, s_ ~o 17 15" SLHDPE Storm Pipe LF 300

''· '76 5.010

• 18 18" SLHDPE Storm Pipe LF -,15 --;,.S.bo l~.<'S'~Q 19 24" SLHDPE Storm Pipe LF 40 3~.~o I Q'l~

20 Precast Concrete Stormwater Inlets EA \ \ 3l 79'Lf t.\ltl,~LI 21 Precast Concrete Stormwater Manhole EA \ '7, l I C> -i, \ l ()

22 Concrete Headwalls EA ' ;t,os 7 ~,os;7

23 Rip Rap LS 1 12,000 I ;..l ooo 110,00

24 Underground Stormwater Detention System LS 1 0 I lO I 00 0 25 3" PVC Gas Service Conduit Sleeve LF 55 l ~ . ..,, 15~ 26 Utility ROW Clearing (50' wide) LS 1 4,800 4, "f/06

27 Traffic Control LS 1 4,500 4 < .S oO I

Mt. Pleasant-Roadway and Infrastructure CONSTRUCTION PROPOSAL REV. #1 FA13 of6

~---- - --- -----~-

BID TABULATION (cont'd)

28 Painted Traffic Control Pavement Markings LS 1 5,000 .s ooo 29 Seeding AC 18 \olS3 \ l ~'1lSS8' 30 Utility Coordination LS 1,000 1£00-6

Total - On-Site Construction j{ '• ca~4, 1~1.s '

Off-Site Construction (within PennDOT ROW) Estimated Unit

Item Unit Quantity Price Total

Clearing & Grubbing LS 1,200 1 J ~00

2 Demolition LS 1 10,000 col coo •

3 Class 1 Excavation CY 245 27.00 ''ts 4 Class lB Excavation CY 10 31.00 310 5 Class 4 Excavation CY 26 46.00 119 b 6 Paving Notch SY 115 18.00 2Q1C 7 Pavement Sawcutting LF 350 3.tf~ '""3:1~ 8 Selected Borrow Excavation CY 495 47.00 ~1. ?..6S 9 Bituminous Concrete Pavement Structure SY 970 \o4, ~H t of~ '7S 10 No 2A Subbase CY 5 l.\l.\.01 po.~

11 Bituminous Superpave Wearing Course SY 3,370 -o. '3 et fl 3'1 i 12 Existing Roadway Build-up (Leveling Course) SY 265 120.00 "'311 "'S'OO

13 Type M Inlet EA 2 3,1~~ 7,Sbg 14 4" Pavement Base Drain LF 575 S.b1 '3,~ 7 Ol. 15 Concrete Sidewalk SY 460 Li ' '3.S ~004> 16 Plain Cement Concrete Curb LF 701 ~1. "'s_ ,,~~4,.s

17 Topsoil CY 85 3~.s 7., 7 6 3 18 Seeding and Soil Supplements (Formula L) LBS 20 85.00 ,, '700

19 Maintenance and Protection of Traffic LS 1 5,500 .s..,soo 20 Reset Post-Mounted Signs, Type B EA 2 225.00 4.So 21 Hot Thermoplastic Pavement Markings LS 6,800 b, "800

22 Utility and Other Adjustments LS· 1 3,500 "3lsoo 185,00

\~S,~ 23 Traffic Signalization and Appurtenances LS 1 0

24 Utility Pole/Facility Relocation EA 10 2,500 ~S, oOO

25 Storm Channel/Rip-Rap LS 1 3,200 ~ ~o I

26 Wetland Reconstruction LS 30,000 ~o, C!>O()

27 Erosion & Sediment Control LS 2,500 d.,soo 28 PennDOT Inspection Per diem $25,000.00

Total- Off-Site Construction $ Sl] 1 ~~3.'l ,

Mt. Pleasant- Roadway and Infrastructure CONSTRUCTION PROPOSAL REV. #1 FA13 of6

..------· -----·-------··---

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TOT AL CONSTRUCTION COST

PERFORMANCE BOND COST:

PAYMENTBONDCOST:_~j~~-'~'-q_(_~-------BID BOND COST: ____ ~,___?.._o_o ________ _

INSURANCE COST: $_~\_l~1_S_k_3 ________ _

TOTAL BASE BID: -~_.__-_~-'1_4_t_3_,,,'---"3_S_4_. _Lf_O ___ _

The undersigned further certifies that (1) this Proposal is genuine and is not sham, collusive, or fraudulent; (2) this Proposal is not made in the interest of or in behalf of any person other than the undersigned; (3) the undersigned has not sought in any manner, by collusion or otherwise, to secure any advantage over any other Bidder.

The undersigned further agrees that the following addenda, which have been issued during the bidding period, have been received and have been considered in the preparation of this proposal:

Addendum No. \ Date Received l ~ - '-\ - ' 3 -------=------ -----~--~----

\~ - <$ - i 3

lit- ~O-l3

No. t...\ l~-H-t3

Accompanying this Proposal is a certified Check/Bank Cashier's Check, Trust Company Treasurer's Check or a Bid Bond dated the same date of this Proposal in the proper amount as required in the Instruction to Bidders, as proposed security


--

IN WITNESS WHEREOF, the undersigned has caused this Proposal to be executed this \ '3 ~ day of \':>e.~be.r , 20 ___ll__.

INDIVIDUAL BIDDER WITNESS:

-~-~_M-_5 ____ (Seal)

WITNESS: (Seal)

(Seal)

(Seal)

(Seal)

Trading and doing business as

PARTNERSHIP BIDDER

(Name of Partnership)

(Partner)

(Partner)


(Seal)

CORPORATION BIDDER

(Name of Corporation)

(Vice President)

Attest -----------~

(Seal) (Assistant Secretary)

(Address)

(Telephone Number)

This Corporation has been organized and is existing under the laws of the

of ------------------~ --------------

The following personnel may be contacted for the purpose of discussing this proposal:

Name: -------------------

Address: ------------------

City/St ate:----------------

Home Phone: ---------------~

Business Phone: --------------~


BID TABULATION

Item Unit EST. Quantity Unit Price TOTAL

ON SITE CONSTRUCTION Earthwork- Cut CY 88000 $S.S4 , $487,379.20 Earthwork- Fill CY 88000 $1.64 $144,473.12 Bituminous Concrete Pavement Structure SY SOSO $104.41 $S27,264.09 Concrete Curb LF 2700 $9.4S $2S,S06.11 10" PVC, SOR 3S Sanitary Sewer LF 7S $18.64 $1,397.96 8" PVC, SOR 3S Sanitary Sewer LF 112S $12.29 $13,827.24 Precast Concrete Sewage Manholes{Standard) EA s $7,S92.92 $37,964.S9 Sanitary Sewer Laterals EA 4 $380.92 $1,S23.66 Gas Main Trenching LF 1400 $6.02 $8,432.21 12" SLHDPE Storm Pipe LF 1000 $14.32 $14,322.43 lS" SLHDPE Storm Pipe LF 300 $16.70 $S,009.80 18" SLHDPE Storm Pipe LF 77S $2S.60 $19,838.09 24" SLHDPE Storm Pipe LF 40 $32.30 $1,292.07 Precast Concrete Stormwater Inlets EA 11 $3,783.76 $41,621.38 Precast Concrete Stormwater Manhole EA 1 $7,110.43 $7,110.43 Concrete Headwalls EA 1 $2,0S6.94 $2,0S6.94 3" PVC Gas Service Conduit Sleeve LF SS $13.71 $7S4.21 Seeding AC 18 $10,S30.87 $189,SS5.70

TOTAL= $1,529,329.22 OFF SITE CONSTRUCTION

Pavement Sawcutting LF 350 $3.98 $1,393.64 Bituminous Concrete Pavement Structure SY 970 $104.41 $101,276.47 No. 2A Subbase CY 5 $44.07 $220.37 Bituminous Superpave Wearing Course SY 3370 $8.13 $27,385.29 Type M Inlet EA 2 $3,783.76 $7,S67.S2 4" Pavement Base Drain LF 57S $S.69 3,269.88 Concrete Sidewalk SY 460 $4.35 $1,999.86

Plain Cement Concrete Curb LF 701 $9.45 $6,622.14 Topsoil CY 8S $32.SO $2,762.91

TOTAL= $152,498.09

TOTAL= $1,681,827

Adjustment Factors

Year= 2.5%/year

Location {2013)= 99.1

Location {2014)= 98.9

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Bond Premium Determination

Premium Rate per $1,000 of Contract Price Contract for First 12 Months*

Price (Subject to chan ~ e without notice) Class A-I Class A Class B Misc.

First $100,000 $9.40 $15.00 $25.00 $19.50 Next $400,000 $7.20 $10.00 $15.00 $15.00 Next $2,000,000 $6.00 $7.00 $10.00 $12.00 Next $2,500,000 $5.00 $5.50 $7.50 $10.00 Next $2,500,000 $4.50 $5.00 $7.00 $9.00 Over $7,500,000 $4.00 $4.50 $6.50 $8.00

*For construction time in excess of 12 months or 366 calendar days, compute basic premium at above rates and increase this computation by I% per month for each month over 12 months (disregarding a fraction of a month).

Figure 7.4 Premium rates for performance or performance and payment bonds. Lumpsum or unit-price contracts

CE 332 Page 20

,....

Assumptions for Mount Pleasant Corporate Center- Roadway and Infrastructure

The proposed work will consist of construction for the Mount Pleasant Corporate Center. Certain

precautions and assumptions were used to insure the most accurate and detailed prices.

1) In the manhole excavations, we decided to use the deepest depth that we may encounter. This

could account for any minor unforeseen conditions. Underestimation proves to be riskier than

overestimating.

2) Since we were unsure of the soil type in Scranton, Pennsylvania, we referenced:

The Soils of Pennsvlvania from the College of Agricultural Sciences, Pennsylvania State

University:

http://extension.psu.edu/agronomy-guide/cm/secl/seclla

Lackawanna County is located in the ridge and valley province, where sandy loam soil is located.

We therefore based our calculations on this.

3) Stormwater manhole was assumed to be 11 ft. depth as stated on the plans.

Manhole prices, whether it was a stormwater manhole or not, was assumed to be of the same

price.

4) A standard curb with a 6 in. reveal was assumed.

Assumed the same pricing for onsite and offsite curb work.

5) For Sanitary Manholes:

Average Depth for Sanitary Manholes

A. 10 ft.

B. 11.2 ft. c. 14 ft. D. 11.4 ft. E. 13 ft.

Average 11.92 ft.

12 ft. was used for the Precast Concrete Sewage Manhole (Standard).

6) For Precast Concrete Stormwater Inlets:

Precast Stormwater Inlet

1 4' 2 4.5' 3 4.81' 4 4'

5 4.3' 6 4' 7 4.5' 8 4'

9 7'

10 4' 11 10.7'

Avg. 5.05 ft.

5 ft. was used for the Precast Concrete Stormwater Inlets.

7) A standard of 6 ft. was assumed for the Precast Stormwater Manholes.

-

8} Due to the nature of this project, and for economic security, we assum~d max haul excavation

would be on site within 1500 ft. with a Yi cubic yard excavator.

9} Cost of fill would be the dirt compaction since it was an equal cut and fill.

10} Sanitary Sewer Laterals averaged a length of 40 ft. for each lateral.

11} Add 20% to all piping to account for couplings and fittings.

12} For the Bituminous Concrete Pavement Structure, we assumed a depth of 2 in. instead of 1 Yi in.

for the depth of the SRL- M.

13} For an accurate estimation ofthe saw cutting cost, we referenced:

http:ljwww.allcostdata.info/browse.html/021124710/Asphalt

Item Saw cutting, asphalt, up to 3" deep Detail

Saw cutting, asphaft > 1000 LF, each addl inch of depth -moo-

14} For the 2A subbase cost, we referenced:

http://www.allcostdata.info/detail.html/022441630

Rate $ 1.70 / LF

$ 0.74 / LF

Base course, bituminous stabilized, subbase course, large areas

Item -----Material Equip. Operators, Medium ($42.47/hour for 0.01 hours) Truck Drivers, Heavy {$34.59/hour for 0.01 hours) ASPHALT DISTRIBUTOR, 3000 GAL (ADD 40,000 - 45,000 GVW TRUCK) ($25.01/hour for 0.01 hours) TRUCK, 40,000 - 45,000 GVW 6X4, 3 AXLE (536,53/hour for 0.01 hours)

Total end of record

Rate 41.55 /CY

0.57 I CY 0.46 / CY

0.33 /CY

0.49 /CY

43.40 I CY

15) For the Payment Bond, we used the class B rates because it included significant details such as

excavation, sewage, and gas piping.

16) Assumed a Bid Bond of $200.

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