Spreadsheet: 47143d1246041309-if-then-x-2009-scs-project-sheet-1
Sheet: Quote

Project Name: |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Bid Date: |  |  |  |  |  | #N/A
Project Location: |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Quote Number: |  |  |  |  |  |  |  | #N/A |  | #N/A
Company Name: |  |  |  |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Phone: |  |  |  |  | 8655243351
Attention: |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Fax: |  |  |  |  | 8655236113
For the Above Referenced Project, we quote: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  |  |  |  |  |  |  | Plus Applicable Taxes
Quotation is for Material Only FOB Jobsite |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - See Item 20 & 21 in terms and conditions
Comments: |  |  |  |  |  |  |  | See Page 4 of 4 of this quote for Additional Notes or Comments.
Product Quantities - Quote is based on the following quantities based on take-off and includes waste
6-Inch Hollow Core Material: |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  | #N/A |  |  |  |  | Tonnage |  |  |  |  | #N/A |  |  |  |  | Estimated Pieces
8-Inch Hollow Core Material: |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  | #N/A |  |  |  |  | Tonnage |  |  |  |  | #N/A |  |  |  |  | Estimated Pieces |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2 |  |  |  | Select the correct number
10-Inch Hollow Core Material: |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  | #N/A |  |  |  |  | Tonnage |  |  |  |  | #N/A |  |  |  |  | Estimated Pieces
12-Inch Hollow Core Material: |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  | #N/A |  |  |  |  | Tonnage |  |  |  |  | #N/A |  |  |  |  | Estimated Pieces
Quotation Includes or Excludes Items as Shown Below |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Phone |  |  |  |  |  |  |  |  |  |  | Fax
[NAME]: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | Erection and Labor to Install: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2 | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 8655243351 |  |  |  |  |  |  |  |  |  |  | 8655236113
Picked up at Plant in Chattanooga: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Crane Included for Erection (Size): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | None |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 3 | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 4238674510 |  |  |  |  |  |  |  |  |  |  | 4238674511
L Notches for Steel Beam (Bearing): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Labor & Grout Material to Grout Keyways: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 4 | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 8655497645 |  |  |  |  |  |  |  |  |  |  | 8655552233
L Notches for Steel Beam (Lapping): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Labor & Grout Material to Grout Butt Joints: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 5
Square Openings 12-inch & Larger: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | Supply & Install Rebar at End of Keyways: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 6
Square Openings Smaller than 12-inch: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Supply & Install Rebar at Butt Joints: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 7
Round or Odd Shaped Openings: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Install Rebar Supplied by Purchaser: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 8
Field Cut Openings or Notches: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Embed Plates 4 x 4 to 6 x 8: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 9
Notches for Columns (Shown on "S" Dwgs): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | [NAME] at embed plates only: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 10
Hollow Core Shop/Erection Drawings: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | Flag Plates Supplied: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 11
Sealed Erection Drawings: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Flag Plates Installed: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 12
Sealed Design Calculations: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | [NAME] in Panel: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 13
Split or [NAME]: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | [NAME] at panel ends only: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 14
Cantilevered Panels: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | SCS is Material Supplier Only: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 15
Beveled Cuts(No Radius Cuts/Sloped Edges): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | SCS is Acting as Subcontractor: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 16
1/8" by 3" Korolath Bearing Pad: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | Yes |  |  |  |  |  |  | Dowell Bar Slots or Holes: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 17
[NAME] per Specs: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | 4 Inch Diameter Cored Dowell Holes: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 18
Cast in Inserts or Expansion Bolts: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Surface Treatment or Bonding Agents: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 19
Cast in Lifting Inserts or Loops: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | Steel Hanger as Shown or Determined by SCS: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 20
"Carpet Ready" or Other Special Finish: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | - | No |  |  |  |  |  |  | [NAME] or Beams for Bearing: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | No |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 21
Items Not Included in Quote or [NAME] by SCS
In Addition to above items this quotation DOES NOT include Embed Plates other than as Indicated in this quote. Core Drilled Holes. Tendon Patching, Loose Hardware, [NAME], Steel Beams, Steel Angles, Lintels, Lifting Hooks, Miscellaneous Plates, Embed items for work of other trades, Any Type of Inserts,  [NAME] or Shot-In Anchors, [NAME], Caulking, [NAME], Loose Erection Hardware, [NAME], Topping Slab, Core End Plugs or any Other Items Not Shown Above. Furthermore Trucks must be able to access jobsite under own power or buyer must unload material at nearest accessible site. Deliveries not occurring during normal business hours (Monday - Friday) (7:30 AM - 5:00 PM) are subject to rate increase to be borne by buyer. Quotation DOES NOT include Bonds, On Site Supervision of Erection Activities, Field Measurements or Any Type of Building Design Others than the Hollow Core Panels. FOB is on Semi. If Straight Trucks are required additional loads will be added to above price.
Production Schedule
Estimated Production time in working days is |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | #N/A |  |  | . As of Bid Date Production could start as early as |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2009-07-09 00:00:00
Production start date is subject to change based on backlog at time of order. Production schedule is dependant on SCS having approved shop drawings. Allow 1 to 2 weeks for final engineering and preparation of production drawings from the time SCS receives "approved for production" drawings.
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Quote Number: |  |  |  |  |  |  |  | #N/A |  | #N/A
Production Specifications and Embed Plate Conditions
All panels are nominally 48-inches wide and weights for our 6-inch/8-inch/10-inch/12-inch hollow core panels are approximately 55/63/67/75 psf. Embedded Plates can only be placed flushed with top or bottom surface of hollow voids of panel. No side mounted, recessed or angle plates can be embedded into panels. All plates must be centered in void. The largest plate that can be utilized is 4/5/6/6 inches in width in the 6/8/10/12 inch panels. Larger plates to be supplied & installed in the field by others. Due to production cutting procedures, the ends of the panels will have irregularities. SCS will not be responsible for providing a completely smooth end surface at exposed edges.
Camber in Precast Prestressed Products
Camber is an inherent property of precast prestressed concrete products. Sequatchie Concrete Service, Inc. does not assume responsibility for affects of camber on work of other trades or building design. Engineer/Architect of record is responsible for incorporating camber into building design. Purchaser should anticipate minimum topping thickness to be adjusted by an amount equal to the maximum camber of panels as shown on shop drawings supplied by Sequatchie Concrete Service, Inc. Sequatchie Concrete Service does recommend that a topping slab be applied to all floor applications. If at time of bid, purchaser wishes to know anticipated amount of camber, it is the responsibility of purchaser to contact [NAME] at Sequatchie Concrete Service, Inc. for estimated camber. Under normal loading conditions, a minimum of 1/16-inch per foot of camber can be expected.
Erected Projects
1) |  | Clear access must be provided to and from the site. Erection Cranes and hauling equipment shall have unencumbered access on one side and end of all buildings up to and full length of exterior walls. Level and stable access 30' in width shall be provided for crane and hauling equipment from curb to erection point.
2) |  | Residential Customers - Price is based upon the following requirements. (1) Crane must be able to work in a sixty foot radius at maximum reach. (2) Area of 26 feet by 50 feet must be accessible by crane and be a firm and level surface. (3) Crane and tractor - trailers must be able to get into site under vehicles own power. Trailers are 45 and 48 feet long.
3) |  | Sequatchie Concrete Service's erector shall work from control lines furnished by the BUYER. Notification to SCS from BUYER to begin or proceed with erection shall constitute [NAME]'S advice that structure receiving SCS products is as shown and detailed in approved SCS shop drawings and instructions. Sis's beginning or continuing of erection in no way implies acceptance or approval of work of other trades.
4) |  | BUYER is fully responsible for bracing, shoring or otherwise stabilizing all construction by others which hollow core panels will be bearing on.
5) |  | BUYER is responsible for price increases for the actual costs incurred for: (1) Providing a larger crane than shown on first page due to site conditions or access problems (2) Cutting or notching panels for rebar, pipes, etc. that are in the way of the bearing surface (3) Any materials, which SCS is required to provide other than grout (4) Extra crane move-ins due to building or jobsite conditions not being ready for panels.
6) |  | BUYER shall ensure that all vertical piping, conduit, reinforcing etc which will penetrate panels, are stubbed off at an elevation below panel bearing until after erection. SCS is not responsible for cutting or notching around these items.
7) |  | Erection price includes items as shown on first page of this quote. If included, price will include labor to erect and grouting of longitudinal keyway joints. Price DOES NOT include placement of reinforcing in panel keyways or to supply any reinforcing material. Grout Material will be 1 part cement to 3 parts sand mix.
FOB Jobsite (Material Delivered to Project Site only - Not Erected)
8) |  | SCS utilizes common carriers and cannot be held responsible for any delays caused by these carriers.
9) |  | FOB jobsite shall mean delivery to appropriate points that are readily accessible by Vendor's equipment under its own power. If vendors equipment must move over or encroach upon private property, the buyer shall be responsible for obtaining, prior to delivery, the necessary easements. The buyer shall hold Vendor harmless for damages resulting from inadequate access. Buyer shall be allowed (2.0) hour free time for truck unloading and shall be charged $90.00 per hour for unloading times in excess of 2.0 hour. [NAME] is responsible for supplying off loading equipment.
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Quote Number: |  |  |  |  |  |  |  | #N/A |  | #N/A
Testing
10) |  | Testing by SCS Quality Control Personnel is accordance with our PCI Certification Program. All other testing shall be by BUYER. Coordination, Scheduling and Financing shall be by BUYER.
11) |  | SCS participates in the PCI plant certification program and is a PCI Certified Plant in Category C2. SCS has been in the business of manufacturing prestressed hollow core panels 1963.
Openings
12) |  | Any openings, cuts or penetrations not included in SCS Quote, must be field cut and financed by BUYER after approval by SCS. Any said cutting must be clearly shown on SCS shop drawing and sent to SCS for approval. All additional cost associated with reviewing cuts not marked on SCS submittal drawings by BUYER, shall be added to contract price.
Quotation
13) |  | Quote is based upon plans and specifications supplied or obtained by SCS and SCS standard product, specifications, construction details and SCS interpolation of drawings. Square footage quoted is based on these documents. This [NAME] supersedes any other documents, before or after, signed or unsigned by SCS personnel.
14) |  | This purchase agreement is valid for (30) days from and including the bid date. Sequatchie Concrete Service reserves the sole right to reject any acceptance of this proposal that does not occur within the said 30-day period. This offer expressly limits acceptance to the terms and conditions stated herein. No additional or different terms are acceptable.
15) |  | Materials will be in accordance with provisions and standards of ACI, PCI and industry standards. No other warranties, expressed or implied, including the implied warranty of merchantability or fitness for a particular purpose.
16) |  | Quote is based upon BUYER supplying all necessary beams, walls, etc where load bearing conditions are required. Hangers will be supplied by SCS as indicated in this quotation.
17) |  | Quote is based upon SCS standard hollow core extruded product. Embed Location, type and size is based upon this type unit and SCS standard embedment. Any embeds that can not be cast into the unit is to be placed in field by BUYER.
Other Terms and Conditions
18) |  | Buyer or [NAME] shall not hold Sequatchie Concrete Service liable for any delays in shipping or manufacturing caused by equipment breakdowns, adverse weather, an act of God, or by any cause out of our control.
19) |  | Any purchases on credit is subject to approval of buyer’s credit by Sequatchie Concrete Service credit department.
20) |  | Taxes are to be collected and paid by purchaser if material is delivered outside of TN, AL, GA, NC or SC. Material will be invoiced as shipped with payment due net 30 days. In the event this account is referred to an attorney for collection, buyer agrees to pay all costs of collection including a reasonable attorney's fees. A 1.5 % per month service charge is added to all past due accounts.
21) |  | No retainage is allowed on Material Supplied Only Projects. If SCS is acting as [NAME], retainage shall not exceed 10% and all retainage shall be paid within forty-five (45) days after completion of SCS work, not contingent on payment by owner.
22) |  | Any back-charge or deduction shall not be recognized unless written notification is received within 48 hours of the claim.
23) |  | Sequatchie Concrete Service will not be responsible for any damage to material after delivery is made. Any patching or cleaning of precast concrete due to damage of material after delivery will be the responsibility of the buyer.
24) |  | Sequatchie Concrete Service reserves the right to immediate payment for all materials produced in the event of excessive delays by the buyer in receiving material shipments. No COD's are accepted. All projects must be Prepaid prior to delivery.
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Quote Number: |  |  |  |  |  |  |  | #N/A |  | #N/A
25) |  | It is the Contractor's responsibility to supply Sequatchie Concrete Service in writing, the delivery dates, times and order of erection. Sequatchie Concrete Service shall have no less than one-week advance notice before shipping date in order to schedule trucks and pre-load data. Anticipated order of erection shall be forwarded to SCS with approval drawings.
26) |  | Sequatchie Concrete Service reserves the right to forward any additional cost incurred from engineering or drafting fees, extra items furnished, increased cost of materials or fuel surcharges for deliveries to the purchaser. Charges incurred due to changes or modifications after approved drawings have been released for production will be forwarded on to purchaser and may result in delays to the delivery. Added Cost of Freight for waiting time on site.
Purchase Agreement Proposal Accepted as Stated Above
Firm Name: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Print Name
Firm Mailing Address: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Signature:
Firm Shipping Address: |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | P.O. Number:
Notes: