This is а pre-bid protest in which plaintiff Mike Hooks, Inc. (“Hooks”) objects to a solicitation issued by the United States Army Corps of Engineers (the “Corps”). The solicitation seeks bids for the rental of a dredge to perform maintenance dredging in New Orleans Harbor. Hooks alleges that the solicitation is arbitrary and capricious because it favors bidders offering a certain type of dredge in violation of the Corps’ duty under the Competition in Contracting Act to “obtain full and open competition.” 41 U.S.C. § 253(a)(1)(A) (1994); 10 U.S.C. § 2304(a)(1)(A) (1994). Hooks asks the court to declare the solicitation invalid and enjoin the Corps from proceeding with the procurement until the alleged improprieties are corrected.
The matter is currently before the court on defendant’s motion for judgment on the basis of the “administrative record.” Plaintiff opposes the motion on the ground that factual issues regarding the propriety of the administrative record as well as substantive factual issues necessitate a trial. No bids have been submitted and the Corps has agreed to postpone the due datе for bids pending resolution of this action.
For the reasons stated below, it is determined, based on all of the materials offered by both parties, that there are no genuine issues of material fact and that defendant’s motion must be granted as a matter of law.
BACKGROUND
Unless otherwise stated, the following facts are not in dispute. On December 18, 1996, the New Orleans District of the Corps issued solicitation no. DACW29-97-B-0035 inviting bids for the hourly rental of á manned dredge to perform maintenance dredging in the New Orleans Harbor reach of the Mississippi River. The solicitation allows bidders to offer a 16" water injection dredge (“WID”) or one of seven different sizes of cutterhead dredges ranging from 20" to 30". The WID and the cutterheads function quite differently. A cutterhead uses a rotating blade to cut and loosen shoal material on the channel floor. A suction pipe attached to the cutterhead vacuums up the loosened material which is then pumped through a pipeline directly to the disposal site.
In contrast, the WID pumps large amounts of water directly onto the channel floor through orifices along a horizontal pipe. This creates а mixture of water and shoal material which is denser than the surrounding water. The difference in density, or “density gradient,” along with gravity, currents, and the slope of the channel bottom cause the mixture to move to deeper waters where it will not interfere with navigation. WID technology was developed in the 1980’s by a Dutch corporation and only one company, Gulf Coast Trailing Co. (“Gulf Coast”), is licensed to use the technology in the United States.
Because natural forces rather than pumps and pipelines are used to transport dredged materials, the WID has the potential to be more financially advantageous than the eut-terheads. However, the WID often must perform “rehandling,” i.e., re-dredging shoal materials which have fallen back to the channel floor prior to reaching sufficiently deep waters. Cutterheads generally do not need to perform rehandling because the dredged materials are transported directly to the disposal area through a pipeline.
The Corps’ previous contracts for maintenance dredging in New Orleans Harbоr have been performed by cutterhead dredges. The solicitation at issue is the first which allows WID operators (i.e., Gulf Coast) to compete for the work. Hooks, who operates a 24" cutterhead, performed the last contract for the work awarded by the Corps in 1996 and intends to submit a bid in response to the solicitation.
The solicitation contains eight bid lots, one for each of the eight permissible dredges. Bidders are instructed to complete and submit one lot for the dredge they intend to offer. The lots contain several bidding items but only item 0003, “Dredging,” is relevant to
To compute its bid price for item 0003, each bidder must specify its proposed hourly rental rate and multiply that rate by the estimated effective dredging hours. “Award will be made to the lowest responsive, responsible bidder, regardless of the bid lot used.” Solicitation § 00010 f 2(c). Hence, in order to be competitive, a bidder offering a dredge with a high number of estimated effective dredging hours must bid a low hourly rate.
Effective dredging hours are defined in the solicitation as periods “[w]hen the cutterhead dredge or water injection dredge is operating with the cutterhead/injection head effectively moving material out of the dredging template except rehandling costs.” § 01100 If 8(d). A “dredging template” is the specified slope, width, and depth of the dredging area. The contractor must dredge the template, which the Corps will assign after contract award, and dispose of all dredged materials below the -50 foot National Geodetic Vertical Datum (“NGVD”) contour in the Mississippi River (i.e., a place in the river more than 50 feet below the waterline).
Effective dredging hours constitute “100% Pay Time Hours,” § 01100 H 8(d), meaning that the contractor will be paid at the hourly rate specified in item 0003 for 100% of its effective dredging time, subject to an adjustment described below. Work performed in support of effective dredging (aptly described as “non-effective dredging time”) constitutes fractional or 0% pay time. For instance, time spent changing locations or removing debris from the cutterhead or injection head constitutes 70% pay time while time spend in idle standby status constitutes 35% pay time. In addition, and of particular relevance to the present dispute, rehandling is an example of 0% pay time. Solicitation § 01100 UK 8(b)(2) & (g)(ll). Time spent performing non-effective dredging work is multiplied by the appropriate fraction (70%, 35% or 0%) and the contractor is paid for the reduced time at the hourly rate in item 0003.
Although the contractor will be paid at a fractional rate for some non-effective dredging work, the bid lots do not contain an item for such work and the solicitation makes clear that the estimates in item 0003 are estimates of effective dredging time only. § 00010 11 2(a) & (d). Payable non-effective dredging time is simply not an evaluation criterion.
The Corps estimated the effective dredging hours for the different dredges by dividing the estimated total amount of shoal materials to be dredged by the dredges’ estimated minimum production rates. Solicitation § 00010 If 2(a). The production rates were estimated by Mr. Edmond Russo, an engineer for the New Orleans District of the Corps, based on “historical dredging data” in the region. § 00010 112(b). The estimates vary from a high of 2100 cubic yards of shoal material per hour (“cy/hr”) for the 30" cutter-head to a low of 703 cy/hr for the 20" cutter-head. § 02482 1114. Both the 16" WID and the 24" cutterhead Hooks intends to offer have the same estimated minimum production rate of 1,013 cy/hr. Id.
The solicitation states that “[djredging shall be performed at or above the required minimum production rate.” § 01100 H 8(b)(1). Prior to award, the low bidder must demonstrate that it can dredge at or above the estimated rate by showing that it met or exceeded that rate “for at least 85 of the total contract duration, on any contracts which are used to prove plant capability, within three years prior to the bid opening date of this solicitation. Failure to establish the dredge’s capability to meet the required production rate will result in rejection of the bid as nоn-responsive.” § 00010 115(b).
The solicitation originally provided that bids were due at 2:00 p.m. on January 7, 1997. However, on January 6,1997, prior to submitting a bid, Hooks filed a protest with the General Accounting Office (“GAO”) alleging that the solicitation was improper because, inter alia, the estimated production rate for the WID was erroneous and gave an unfair competitive advantage to Gulf Coast. Upon receipt of the protest, the Corps amended the solicitation to postpone the bid-opening date until the protest was resolved. The Corps submitted its report to GAO, Hooks responded and requested a hearing, and the parties each submitted one additional filing. GAO’s decision was due on April 16, 1997. However, on March 10, 1997, GAO denied Hooks’ request for a hearing and on March 19, 1997, Hooks withdrew its protest.
On March 20, 1997, Hooks filed a complaint in this court asking for a declaration that “the production rate estimate in the subject solicitation for the WID does not provide fair competition between dredges of dissimilar sizes and production rates, is not based upon historical dredging data in the region, and therefore is arbitrary and lacks a rational basis.” Complaint at 8. Hooks also requested preliminary and permanent injunc-tive relief prohibiting the Corps “from advertising or receiving bids pursuant to Solicitation No. DACW29-97-B-0035 with the WID production rates and estimates contained therein.” Id,
A status conference was held on March 26, 1997. Counsel for defendant stated that the Corps was willing to continue to defer the due date for bids pending resolution of this action. Hence, by order dated March 27, 1997, plaintiff’s motion for a preliminary injunction was denied as moot. The parties also expressed differing views regarding what should constitute the “administrative record” for review. The March 27, 1997 order instructed defendant to file the materials underlying the disputed estimates and indicated that plaintiff could inform the court of its objections thereafter.
On April 16, 1997, defendant filed an “Abbreviated Administrative Record” (“AAR”) containing the solicitation; data from three projects involving the WID, the Milan Street, Exxon/Baton Rouge, and Calumet Floodgates projects; various reports discussing WID technology and production rates; materials submitted to GAO during Hooks’ protest including a February 27, 1997 affidavit from Mr. Russo; and a second affidavit from Mr. Russo dated April 12, 1997 not previously submitted to GAO. On April 29, 1997, defendant filed a status report stating that it intended to file a motion for judgment based on the AAR and the complaint.
On May 1, 1997, plaintiff responded with a status report of its own. Plaintiff questioned the propriety of the AAR and moved for a hearing to identify the proper record for review.
By order dated May 7, 1997, defendant was directed to file its motion since it was determined that the motion would provide
On May 23,1997, defendant filed a “Motion for Judgment on the Basis of the Administrative Record” which is currently before the court. With respect to the propriety of the AAR, defendant asserts that the data from the three projects and the reports discussing the WID are properly included because they were “obtained or considered by the agency in formulating the Solicitation specifications at issue.” Def. Mot. at 9. Defendant also asserts that the court is required by statute to include the materials the Corps submitted to GAO in the record. Id. Finally, defendant states that Mr. Russo’s April 12, 1997 affidavit, which was not submitted to GAO, is properly included in the AAR because it “explain[s] how, in establishing the Solicitation’s specifications, the Corps evaluated the raw factual data concerning WID technology and production rates.” Id. at 10.
On the merits, defendant asserts that “the Milan Street Wharf demonstration project, the Exxon/Baton Rouge project, and the East & West Calumet Floodgatеs project, along with numerous research papers, provided the Corps with a rational basis for determining the WID production rate in connection with the Solicitation.” Id. at 12. Defendant also contends that Hooks’ allegations in the complaint are based on a misunderstanding of certain concepts underlying the disputed production rate and effective dredging time estimates. Id. at 14-17. Defendant concludes that it entitled to judgment as a matter of law. Id. at 18.
On July 7, 1997, plaintiff filed its opposition to defendant’s motion as well as a “Supplement” to the AAR (“SAAR”). The SAAR contains all of Hooks’ submissions to GAO including two affidavits from Mr. Nolan Ro-biehaux, Hooks’ vice-president, criticizing the Corps’ production rate and effective dredging time estimates for the WID. The SAAR also contains the Corps’ GAO filings with attachments which, plaintiff asserts, defendant omitted from the AAR. Plaintiff also filed a “Counter-Statement of Facts and Proposed Additional Facts” with a third affidavit from Mr. Robiehaux attached. Presumably, plaintiff would like this document to be included in the record.
In its filings, Hooks spends most of its time attacking the proрriety of the AAR. Hooks asserts that Mr. Russo’s April 12, 1997 affidavit and certain attachments are improperly included in the AAR because they are “entirely new” and were “not presented to the GAO.” PL Opp’n at 6. Hooks also states that the Corps’ report submitted to GAO relies exclusively on data from the Milan Street project, demonstrating that Mr. Russo did not actually rely on the Exxon/Baton Rouge and Calumet Floodgates projects or the reports included in the AAR. Pl. Counter-Statement of Facts (“PCS”) at 2. Hooks concludes that these materials should not be included in the record. Id. Similarly, Hooks suggests that the Corps did not obtain many of the materials included in the AAR until after the issuance of the solicitation. Id. at 3-5. In support, plaintiff relies on correspondence between Gulf Coast and Mr. Russo indicating that Mr. Russo requested, and Gulf Coast forwarded, data relating to various WID projects as well as certain reports included in the AAR after the solicitation was issued. Id. Hooks requests a hearing where “Mr. Russo should be required to specifically identify the documents he had in front of him and actually used to prepare the solicitation.” PL Opp’n at 7; PCS at 5.
Substantively, Hooks’ position is that Mr. Russo actually relied only on data from the Milan Street project in computing the disputed estimates and that issues of material fact regarding the validity of that data require the denial of defendant’s motion and a trial on the merits. PL Proposed Additional Facts (“PPAF”) IN 7-15; Pl. Opp’n at 3-5.
Defendant filed its reply on July 21, 1997. Therein defendant states that it does not oppose the inclusion of the SAAR in the record — so long as the materials are given “no evidentiary weight.” Def. Reply at 5 n. 4. Defendant also reiterates that the data
Oral argument was not requested in the initial briefs, as provided in RCFC Appendix H, and was not deemed necessary given the comprehensive filings by counsel.
ANALYSIS
A. Jurisdiction
Prior to the passage of the Administrative Dispute Resolution Act of 1996, Pub.L. No. 104-320, 110 Stat. 3870 (1996) (“ADRA”), this court’s bid protest jurisdiction was based solely on the theory that “[a]n invitation for bids issued by the government carries, as a matter of course, an implied contractual obligation to fairly and honestly consider all responsive bids.” Prineville Sawmill Co., Inc. v. United States,
Although the term is not defined, defendant does nоt dispute that Hooks, as a prospective bidder with an economic interest in the outcome of the competition, is an “interested party” within the meaning of the statute. Cf. 31 U.S.C. § 3551(2) (1994) (defining “interested party” for purposes of GAO protest as “an actual or prospective bidder or offeror whose direct economic interest would be affected by the award of the contract or by failure to award the contract”); Cincom Systems, Inc. v. United States,
B. Standard of Review
This action is presently before the court on defendant’s motion for judgment on the record pursuant to RCFC 56.1. Such a motion is treated like a motion for summary judgment under RCFC 56(a). Nickerson v. United States,
When exercising jurisdiction over a solicitation protest, the court is directed to “review the agency’s decision pursuant to the standards set forth in section 706 of title 5.” 28 U.S.C.A. § 1491(b)(4). The referenced provision, section 10(e) of the Administrative Procedure Act (“APA”), provides that a reviewing court shall “hold unlawful and set aside agency action, findings, and conclusions found to be ... arbitrary, capricious, an abuse of discretion, or otherwise not in accordance with law.” 5 U.S.C. § 706(2)(A) (1994). This is the idеntical standard applied in bid protests brought under the implied contract theory. GraphicData, LLC v. United States,
Four factors are generally considered to determine whether government action is arbitrary and capricious: “subjective bad faith on the part of the officials; the absence of a reasonable basis for the administrative decision; the amount of discretion entrusted to the procurement officials by applicable statutes and regulations; and proven violation of pertinent statutes or regulations.” Id.; Keco Industries, Inc. v. United States,
Hooks has not alleged that the Corps acted in bad faith or abused its discretion in issuing the challenged solicitation. Instead, Hooks asserts that the solicitation is arbitrary and capricious because the production rate estimate and the corresponding effective dredging time estimate for the WID lack a reasonable basis and provide an unfair compеtitive advantage to Gulf Coast, the only potential bidder who could offer a WID, in violation of the Corps’ legal duty to obtain “full and open competition” when soliciting bids and awarding contracts. 41 U.S.C. § 253(a)(1)(A); 10 U.S.C. § 2304(a)(1)(A); 48 C.F.R. § 6.101(b) (1997). In determining whether there are genuine issues of fact regarding this allegation, the court “should not substitute its judgment for that of the procuring agency and should intervene only when it is clear that the agency’s determinations were irrational or unreasonable.” Cincom,
C. Scope of Review
Judicial review of agency rulemakings and adjudications is generally limited to the “the administrative record already in existence, not some new record made initially in the reviewing court.” Camp v. Pitts,
Both parties assume that the on-the-record rule applies in this case even though an objection to a solicitation provision is involved rather than an APA rulemaking or adjudication. This assumption is not necessarily well founded. As stated above, the
Even the district courts, in exercising jurisdiction over post-award bid protests pursuant to the reasoning of Scanwell Laboratories, Inc. v. Shaffer,
In addition, although supplementation is permitted in certain circumstances, the on-the-record rule presupposes that some record exists contemporaneously with the challenged agency decision. E.g., Camp,
Though defendant has filed a set of materials it characterizes as the administrative record, permitting the agency or its attorneys to retroactively create a record in
the agency has to exercise some judgment in furnishing the court with the relevant documents. In order to preserve a meaningful judicial review, the parties must be able to suggest the need for other evidence, and possibly limited discovery, aimed at determining, for example, whether other mаterials were considered, or whether the record provides an adequate explanation to the protester or the court as to the basis of the agency action. It follows that discovery as well as the breadth of the court’s review has to be tailored in each case.
However, assuming, as the parties do, that the on-the-record rule applies in this case, all of the materials offered by both parties should be included in the record. Both affidavits of Mr. Russo may be considered because they identify the materials he purportedly relied on and how he computed the disputed estimates. See Overton Park,
Plaintiff also claims that the Corps did not obtain certain materials bearing on the WID’s production rate until after the issuance of the solicitation. Plaintiff relies on three documents to support this assertion. The first is an undated note from Mr. Russo to Gulf Coast requesting data from a list of certain WID projects performed during 1994-1996. The list does not include the Milan Street, Exxon/Baton Rouge,, or Calumet Floodgates projects which were performed during 1992-1993. Hence, the document does not support plaintiff’s contention that Mr. Russo obtained or considered materials relating to these projects only after the issuance of the solicitation.
The second document is a January 7, 1997 letter from Gulf Coast to the Corps containing a list of various WID projects and corresponding production rates. Again, the list does not include the Milan Street, Exxon/Baton Rouge, and Calumet Floodgate projects. Nonetheless, plaintiff asserts that data relating to these three projects as well as several reports included in the AAR were attached to the letter, suggesting that the Corps did not obtain them until after the solicitation was issued. Even if this assertion is true, however, the mere fact that Gulf Coast sent copies of materials to Mr. Russo after the solicitation was issued does not lead to the conclusion that Mr. Russo did not consider all three projects in computing the disputed estimates, as he states in his sworn affidavits.
Finally, Hooks relies on a February 27, 1997 memorandum from Gulf Coast to Mr. Russo responding to certain questions Mr. Russo posed about the Exxon/Baton Rouge and Calumet Floodgates projects. This document merely suggests that Mr. Russo sought clarification regarding the nature of the two projects in order to respond to Hooks’ allеgations before GAO; it does not suggest that Mr. Russo failed to consider the production rate data from the two projects when he computed the disputed estimates.
Accordingly, there is no basis for excluding from the record the Milan Street, Exxon/Baton Rouge and Calumet Floodgates project data and the reports Mr. Russo states he considered in preparing the disputed estimates.
The remaining materials the parties wish to include in the record consist of documents submitted to GAO during Hooks’ protest. 31 U.S.C. § 3556 makes clear that in any action in this court
*158 based on a procurement or proposed procurement with respect to which a[GAO] protest has been filed under this subchap-ter, the reports required by section 3553(b)(2) and 3554(e)(1) of this title with respect to such procurement or proposed procurement and any decision or recommendation of the Comptroller General ... shall be considered to be part of the agency record subject to review.
31 U.S.C. § 3556 (1994) (emphasis added).
Likewise, Hooks’ January 6, 1997 protest, its February 18, 1997 comments on the agency report, and its March 7, 1997 GAO filing will be considered argument for the record because these materials illuminate the nature of the contentions made during the protest and will be innocuous since they too will not be given evidentiary weight. Cf. Id. (protester’s submissions to GAO included in record to give GAO’s decision context).
Finally, the three affidavits from Mr. Robi-chaux which plaintiff has submitted to the court, including two which were submitted to GAO and one attached to the Counter-Statement of Facts and Proposed Additional Facts, will be considered evidence supplementing the record because they help explain the highly technical nature of the issues and discuss factors which the Corps perhaps should have considered but did not. Esch v. Yeutter,
Thus, all of the materials offered by both parties are within the scope of the court’s review even if the on-the-record rule applies.
D. Merits
Defendant asserts that it is entitled to judgment in its favor because data from the Milan Street, Exxon/Baton Rouge, and Calumet Floodgates projects as well as the other materials in the AAR demonstrate the reasonableness of the production rate and effective dredging time estimates for the WID.
The Milan Street project was performed by Gulf Coast’s WID on June 25-26, 1992 as а demonstration for the Corps. The dredging site was located in the Milan Street Wharf area of New Orleans Harbor. The dredging conditions in that area are very similar to the conditions in the area to be dredged pursuant to the proposed contract.
Since the project was only a demonstration, Gulf Coast did not attempt to dredge a specific template. Rather, the aim of the project was simply to demonstrate the WID’s ability to dredge shoal materials in a area similar to the dredging area described in the solicitation. Before and after hydrographic surveys of the area dredged show that the WID removed 13,432 cy of shoal materials during 7.5 hours of effective dredging. The WID also spent approximately 4.5 hours performing non-effective dredging work for a total project completion time (labeled “service hours” in the reports) of twelve hours. Thus, the WID’s production rate for the project was 1,790.93 cy/hr when computed on the basis of effective dredging time (13,432 ey/7.5
The Exxon/Baton Rouge project was performed by Gulf Coast’s WID for Exxon Corporation on June 17-22, 1992, just prior to the Milan Street project. The WID dredged the area on the inside of Exxon’s docks bordering the Mississippi River in Baton Rouge, Louisiana. The dredging conditions in the area are also very similar to the conditions in the dredging area described in the solicitation.
In contrast to the Milan Street project, the undisputed evidence suggests that the Exxon/Baton Rouge project did require Gulf Coast’s WID to dredge a specific template. AAR Tab 15 115, Tab 5 at 7; SAAR Tab 5 Ex. F. Before and after hydrographic surveys of the area drеdged show that the WID removed 66,227 cy of shoal material during 51 hours of effective dredging and 64.75 service hours. Hence, the WID’s production rate for the project was approximately 1,300 ey/hr when computed on the basis of effective dredging hours and 1,022 ey/hr when computed on the basis of service hours.
Finally, the Calumet Floodgates project was performed by Gulf Coast for the New Orleans District of the Corps on December 28-30, 1993. This was the first commercial dredging contract awarded by the New Orleans District to a WID. The conditions at the Morgan City, Louisiana project area were much more suitable for the WID than the conditions in the Milan Street and Exxon/Baton Rouge project areas and the dredging area described in the solicitation.
It is not clear whether the project required the WID to dredge a specific template. The record indicates that the WID was required to dredge both floodgates to a navigable depth of 9.0 feet and to dispose of the dredged material on a slope in a nearby outlet or below the -30 ft NGVD. AAR Tab 4 at 1. Project rеports indicate that the WID dredged 23,234 cy of shoal materials from the floodgates during 16.25 hours of effective dredging and 5.25 hours of non-effective dredging. Thus, the WID’s production rate was 1,430 cy/hr when computed on the basis of effective dredging time and 1,080 ey/hr when computed on the basis of service hours.
The WID’s production rates for the three projects described above clearly support the reasonableness of the estimated minimum rate included in the solicitation. The average production rate for the Milan Street and Exxon/Baton Rouge projects, the two projects comparable to the work described in the solicitation, exceeds the disputed estimate when computed on the basis of effective dredging time (1,790.93 + 1,300 /2 = 1,545.47 $ 1,013) or service hours (1,119.33 + 1,022 /2 = 1,070.67 $ 1,013). In addition, although the conditions at the Calumet
Nonetheless, plaintiff argues that material issues of fact preclude the granting of defendant’s motion. First, plaintiff contends that the solicitation includes the same estimated effective dredging times and minimum production rates for the WID and the 24" cutter-head even though data from the Milan Street project suggests that the WID will take 30% longer to complete the work. According to Hooks, this fact “contradicts the solicitation’s statement that there would be fair competition between dredges of dissimilar sizes and production rates.” PL Opp’n at 3.
The Corps did, in fact, project that the WID would take 30% longer than the 24" cutterhead to complete the work specified in the solicitation based on data from the Milan Street project. As stated above, the Corps determined that the WID would have had to rehandle 40% of the materials dredged during the Milan Street project in order to move all of the materials below the -50 ft NGVD. Since the WID spent 7.5 hours initially dredging all of the materials, the Corps concluded that rehandling 40% would take three hours (7.5 x 0.40 = 3.0). Since the WID spent 4.5 hours performing other non-effective dredging work, the Corps estimated that the total non-effective dredging time required by the WID would be 7.5 hours, or 50% of the total project completion time. See AAR Tab 16 H15.
In comparison, the Corps looked at the results of Hooks’ performance of the 1996 contract for maintenance dredging in New Orleans Harbor. Hooks’ 24" cutterhead completed the work in 669.24 hours, 537.50 hours of effective dredging (80.31%) and 131.74 hours of non-effective dredging (19.69%).
Since the Corps determined that the WID and the 24" cutterhead would have the same production rates in the area described in the solicitation, the Corps concluded that both dredges would require the same amount of effective dredging time. The Corps then compared the proportion of non-effective dredging time the WID required on Milan Street (50%) to the proportion Hooks’ 24" cutterhead required on the 1996 New Orleans Harbor contract (19.69%) and determined that thе WID would take 30% longer to complete the proposed contract. Two-thirds of this additional time consists of re-handling and the remaining third consists of other, unspecified non-effective dredging time. See AAR Tab 16 1116.
As stated above, non-effective dredging time is not used as an evaluation criterion in the solicitation. The competition is controlled by the estimated effective dredging times set forth in item 0003 of the bid lots.. Hence, the fact that the WID may require 30% more non-effective dredging time than the 24" cutterhead to complete the proposed contract has no bearing on the fairness of the competition.
Hooks also asserts that the Corps’ projection that the WID would have to rehandle 40% of the materials dredged during the Milan Street project is “pure speculation” and significantly understates the amount of rehandling the WID would have had to perform. PSOF H13. As discussed at length above, however, rehandling constitutes 0% pay time. It is not considered in the compu
Next, Hooks asserts that the reasonableness of the Corps’ reliance on the Milan Street data is in dispute because that project did not require the WID to dredge a specific template whereas the 1996 New Orleans Harbor contract used to determine the production rate for the 24” cutterhead did impose such a requirement on Hooks. Hooks alleges that “it is inherently unfair and arbitrary to compare the two projects since a WID may have to use two passes to dredge to the specified template.” PSOF H11. According to Mr. Robichaux, “[i]f the WID cannot dredge to the specified template in one pass as a cutterheаd dredge can, a second pass in the ‘specified cut’ will reduce the effective dredging rate in half.” SAAR Tab 4 Ex. 112 (emphasis in original).
As stated above, the actual production rate for the WID is defined in the solicitation as “the quantity of cubic yards moved out of the template divided by the time period required to move the same quantity from the template.” § 01100 118(b)(2) (emphasis added). Thus, the estimated production rate for the WID may have been more precise if the Corps had relied exclusively on projects which required the WID to dredge templates.
Finally, all of plaintiff’s allegations pertain to the Milan Street project. The data from the Exxon/Baton Rouge project alone establishes the reasonableness of the production rate and effective dredging time estimates for the WID since the project area is comparable to the dredging area described in the solicitation and, as stated above, the WID’s production rate for the project, regardless of how it is computed, exceeds the disputed minimum rate. Hence, even if all of plaintiffs allegations were well founded, they would not create a genuine issue of material fact requiring the denial of defendant’s motion. Plaintiff’s failure to attack the validity of the dаta from the Exxon/Baton Rouge project (and, to a lesser extent, the data from the Calumet Floodgates project), despite ample opportunity to do so, is fatal to its case.
CONCLUSION
Defendant has met its burden of demonstrating the absence of genuine issues of fact regarding the reasonableness of the minimum production rate and effective dredging time estimates for the WID included in the solicitation. Hence, although evidentiary
Notes
. The lots also contain items for mobilization and demobilization (item 0001), additional mobilization due to idle standby periods (item 0002), and option items for additional dredging (item 0004) and dredge towing (items 0005 and 0006).
. Likewise, in exercising its new post-award bid protest jurisdiction conferred by the ADRA, the court has acknowledged the on-the-rеcord rule but recognized that "in most bid protests, the ‘administrative record' is something of a fiction, and certainly cannot be viewed as rigidly as if the agency had made an adjudicative decision on a formal record that is then certified for court review.” Cubic II,
. When the record of an agency rulemaking or adjudication is inadequate, the preferred option is to remand the matter to the agency for further investigation and explanation. Florida Power & Light Co. v. Lorion,
. Plaintiffs allegation that Mr. Russo did not consider the Calumet Floodgates project is especially meritless because documents included in plaintiff's SAAR unequivocally demonstrate that Mr. Russo was familiar with the results of this project well prior to the issuance of the solicitation. E.g., SAAR Tab 5 Attach. A (July 22, 1996 draft memorandum from Mr. Russo discussing Calumet Floodgates project). This is not surprising since the project was performed by Gulf Coast in 1993 for the New Orleans District of the Corps, Mr. Russo’s employer since 1991.
. Furthermore, even if factual issues existed regarding whether data from the three projects and the reports included in the AAR were before Mr. Russo’s mind’s eye when he computed the disputed estimates, a trial to resolve the issues would be unwarranted. All of these materials support the disputed estimates. Thus, even if the court decided after a trial to exclude some of the materials and subsequently ruled in plaintiff's favor on the merits, the Corps could simply reissue the same solicitation — this time with a contemporaneous "record” justifying the disputed estimates on the basis of the excluded materials. Neither the court nor the parties should have to waste scarce time and resources participating in such a futile proceeding. Cf. Ward v. Merit Systems Protection Bd.,
. Section 3553(b)(2) provides that an agency must file with GAO "a complete report (including all relevant documents) on the protested procurement." 31 U.S.C. § 3553(b)(2) (1994). The report required by § 3554(e)(1), which must be prepared when an agency "fails to implement fully a recommendation of the Comptroller General," 31 U.S.C. § 3554(e)(1) (1994), is not relevant here.
. Mr. Russo states in his affidavits that, in determining the minimum production rate for the WID, he relied on the production rates from the Milan Street and Exxon/Baton Rouge projects computed in terms of service hours, which include both effective and non-effective dredging time. It is not at all clear why. As stated above, the solicitation defines the actual production rate as "the actual quantity of dredged material divided by the actual amount of effective dredging time." § 01100 1lj(l) (emphasis added). Mr. Russo also states in his April 12, 1997 affidavit that "[n]one of [the] non-effeсtive work is considered in determining the dredge’s actual production rate.” AAR Tab 16 114. Yet he does not explain why he considered non-effective work in estimating the minimum rate. While this discrepancy does not help plaintiff’s case — counsel for defendant correctly notes that the production rates based on service hours "provide[] a more conservative figure” than the rates based on effective dredging times, Def. Mot. at 5 n. 5 — it does raise the issue of whether Mr. Russo underestimated the WID's minimum production rate. If so, the public may be adversely affected by the proposed contract since, in the computation of adjusted effective dredging time, a low minimum rate may increase the ratio of the actual rate to the minimum rate, which would increase the amount paid to the contractor.
. See supra n. 7.
. However, while two-thirds of the additional 30% non-effective dredging time required by the WID consists of rehandling, which is 0% pay time, the remaining third consists of unspecified non-effective dredging time, which may be 0%, 35% or 70% pay time. If the WID requires 10% more payable non-effective dredging time than the 24" cutterhead, thеn the solicitation, by not using payable non-effective dredging time as an evaluation criterion, could conceivably provide a competitive advantage to the WID. However, Hooks has presented no evidence suggesting that the additional 10% non-effective dredging time the WID may need is, in fact, payable time. The mere possibility is not sufficient to create a genuine issue of fact regarding the competitive fairness of the solicitation, especially in light of the heavy burden plaintiff faces in proving its case under the arbitrary and capricious standard.
. As stated above, the Exxon/Baton Rouge project apparently did require the WID to dredge a specific template and the production rates from that project support the reasonableness of the disputed estimate regardless of the appropriateness of the data from the Milan Street project.
. Plaintiff’s allegation that the WID left a "bust,” i.e., a hump of undredged material, at survey station 23600 of the Milan Street project, PSOF H 8d, is also immaterial because it does not controvert the fact that the WID attained a production rate of 1,790.93 cy per dredging hour and 1,119.33 cy per service hour during the Milan Street project.