Abstract
When it comes to allocating contracts, governments must weigh the decision of whether to exercise discretion in hiring or to allow for greater competition without firm selection. It is not always clear which allocation format will lead to better outcomes. This trade-off is influenced by the government’s ability to select the best firms when competition is restricted, as well as the likelihood that this practice will lead to corruption. In this paper, I examine the allocation of street pavement contracts in Mexico. By combining auction methods with a productivity analysis, I am able to indirectly analyze whether local governments select firms with low excess costs when competition is restricted. This indirect approach allows for monitoring contract allocation in situations where there is limited information available on firm reputation. I find that firms selected for settings with less competition have lower costs for complex pavement contracts, but higher costs for simple ones. These results suggest that the government would benefit from using public auctions for simple pavement contracts, which is the opposite of current practices.
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Notes
Projects allocated through auctions by invitation are on average half the size of projects allocated though public auctions, and 76 percent of them do not include sewage work, compared to 62 percent in public auctions.
Where the firms’ productivity is defined as the proportion by which the firm overuses all inputs, given a fixed level of output and input prices.
Recognizing this source of asymmetry between firms is important. For example, if a firm’s ability to win contracts is determined not by its productivity but by its ability to participate in settings with less competition, inefficient firms that would not have survived otherwise, may prevail in this market. On the other hand, if reputation matters, a productive firm with a proven record may be more likely to receive a project by direct allocation or to participate in auctions by invitation. In time, the experience gap would widen and generate productivity differences between the selected firms and firms that only participate in public auctions.
The small number of contracts is driven by several factors. First, I am using a specific technology for paving, mainly, pavement with hydraulic concrete, which serves to reduce heterogeneity in the technology used for a specific project. Second, I do not consider all maintenance contracts, since they are usually directly allocated to the firm that first received the project. Finally, I am focusing on the paving of small streets, without considering the pavement of avenues, interstate or federal projects. This last restriction, along with the restriction in the technology used, makes the auctionable projects much more homogeneous.
In construction contracts overruns are common, nevertheless, in the sample studied here, there were seldom modifications to the contracts (1%). Therefore, I take the value of the agreed contract as the final value of the project. Some factors that might explain the absence of modifications to the contracts in this sample are: 1) the projects are small and homogeneous enough for the budget to be easily predictable, 2) if there is a need for a repair, the local government hires someone else or allocates a new contract in the future for maintenance purposes, 3) there is underreporting of modifications to the contract. Ex-post information on quality is not available.
The average project paves eight to nine blocks that are each 50 meters long.
I control for the bidder’s experience, the number of firms per auction, duration of the project, a dummy variable if it is a municipality project and a set of year dummies.
The p-value of the null hypothesis of joint equality of parameters is lower than 0.01.
Based on information from the project contracts, the government only reports the reserve price ex-post for three percent of the sample.
Notice that I do not consider an entry cost, this is mainly for two reasons: the use of a random reserve price, and because the auctioned object, is a small homogeneous object for construction (pavement of small streets), built with a specific technology (hydraulic concrete).
Although the firms’ valuation might have a common component, I expect it to be minimal. The Affiliated Value framework, or a subset of it, the Common Value framework, has been used when subcontracting is common, when joint bidding is allowed, or when there is a long time for the bidders to evaluate the project and their corresponding bids. None of the above are seen in the sample studied. Also, the winner’s curse, typical of the Common Value framework is not observed, as we can see in Table 2 that the bids decrease as the number of bidders increase. Finally, at least when comparing with the Common Value framework, Hong and Shum (2002), using data from the State of New Jersey, find that both the common value and independent value frameworks are important when modeling the procurement of highways and bridges. Nevertheless, the independent value framework seems more appropriate for homogeneous road paving contracts, as the ones studied here.
10% of the data set at the tails of the cost estimates was trimmed. Other methods for dealing with this problem include using bias-corrected kernel estimators, as proposed by Hickman and Hubbard (2015).
Haile et al. (2003) suggest an alternative way to deal with the multimensionality of zℓ. The authors suggest to estimate the auction model using the residuals of the regression of the level of bids on a set of project characteristics, and then to adjust the estimation of \(\hat{c}\) accordingly. I followed this approach for a robustness analysis and the results do not change. Results are available upon request.
The triweight-Kernel follows the assumptions in Guerre et al. (2000), the model in which the estimation is based.
In contrast to other more deterministic measures of the frontier, as the Data Envelope Analysis (DEA).
The error term ν can be interpreted as coming from the error in the cost’s estimation.
This symmetric restriction is specific to the relation between the inputs and the actual costs, it is not related to the asymmetry between bidders that we addressed in the auction model.
The bids are monotonically increasing in the costs
Kolmogorov-Smirnov tests of the equality of distributions are rejected for the conditional cost densities evaluated at different project sizes: z’s 25th, 50th and 75th percentile
Class 1 firms are not only more experience, but they also have more overlapping projects. The latter may allow them to strategically use resources to decrease costs.
In the short run, larger firms may have larger sunk costs to deliver a project (for example, relatively higher wages of full time employees), which may restrict them to be competitive in projects that are too small.
For larger projects, such as highways, quality concerns would become more relevant than in the projects studied here. Furthermore, although controlling for quality would be preferable, such data is not available.
In the present study I found suggestive evidence of absence of collusion. To support this, I excluded all auctions where bidders received projects through direct allocation, which is seen as an indicator of government favoritism or potential for bid rigging or collusion. The results of re-estimating the model remained unchanged and are available upon request. Additionally, I re-estimate the cost density functions excluding all auctions where all of the bidders besides the winner have never won a contract. The idea is to exclude all contracts where we might suspect of artificial competition created by colluding firms. The results do not change when excluding these auctions and are available upon request.
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Acknowledgements
I am deeply indebted to Robin Sickles, Yunmi Kong and Rossella Calvi for their guidance and support. I owe special thanks to Isabelle Perrigne, three anonymous reviewers and the editor for many helpful comments and suggestions. I also thank Jeremy Fox, Mallesh Pai, Peter Schmidt, Hung-Jen Wang, Mahmoud El-Gamal, Katherine Ensor, James Brown, Pablo Gottret, Diego Escobari, Carlos Lever, Bruce Wydick, Phillip Ross, Maksat Abasov, Yessenia Tellez and faculty members and graduate students at Rice University for their comments and feedback. This work was supported by The Puentes Consortium. All errors are my own.
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Appendix
Appendix
1.1 Estimation Details of the Procurement Auction Model
Evidence of asymmetry
Figure 2 shows the conditional bid cdfs evaluated at different project sizes, approximated by the total amount of concrete z. When evaluating the cdfs at z’s 50th percentile, the distributions are quite similar. Nevertheless, this changes when evaluating the cdfs for small and larger projects. Especially for smaller projects, class 0 firms dominate class 1 firms.
Evidence to support the model - public auction
A key assumption of the structural procurement auction model is that the firm’s strategy functions are strictly increasing in its cost. Figure 3 shows the estimated strategy functions and the estimated costs. As expected, the functions are increasing for both classes of firms, with a few exceptions on the tails.
1.2 Conditional Cost Density, Evaluated at Different Project Characteristics
Figure 4 displays the estimated cost distributions for both classes of firms, conditional on different levels of the total amount of concrete z, and whether the project includes sewage work.
Conditioning the cost distributions on the amount of concrete allows me to control for the size of the project, and conditioning the cost distribution for whether the project includes sewage work allows me to control for the contracts’ complexity. The different project sizes I condition for correspond to the 25th, 50th and 75th percentiles of the total amount of concrete used in a project.
Bid data of auctions by invitation (I3P)
Find in Table 7 the bid data of auctions by invitation and, for easy of comparison, the bid data of public auctions from Table 1.
Overall, the median bid per cubic meter is lower under I3P. The projects under I3P are half the size of projects allocated by public auctions, but take on average only five percent less time to complete. A lower proportion of I3P projects include sewage work, 22 percent against 37 percent of public auctions, and an equal proportion of projects are allocated by the municipality (compared to the state government) in both auction formats.
1.3 Estimation Details of the Stochastic Frontier Analysis
Relationship between the cost frontier and the actual cost
Using Shephard’s lemma, we notice:
where Sk denotes the input k’s share of the total cost. By rearrenging terms, we then have that \({x}_{k}=\frac{{C}^{* }{S}_{k}}{{e}^{-\eta }{w}_{k}}\), therefore, when calculating the actual cost:
Estimation of the efficiency index and marginal effects on E [ η ]
Note that the conditional distribution of η is known, so we can derive moments of the continuous function of η∣ϵ, where ϵ = η + ν. Following Battese and Coelli (1988), we can show:
For the marginal effects of η’s mean determinants, I follow Wang (2002). If \(E[{\eta }_{i}]={{{{\bf{w}}}}}_{i}^{{\prime} }{{{\boldsymbol{\delta }}}}\), we have:
where Λi = μi/ση.
Summary statistics: SFA input data
Table 8 displays the summary statistics of the input data. The price of concrete is in MX pesos per seven cubic meters of concrete, a common measure in which the concrete is transported. The price of capital is the per day rent of a flattening roller of one ton. This is the most expensive piece of equipment needed for paving a street, and the size of the roller is common to pave small streets. Finally, the wages reported are the average monthly wage in MX pesos in the construction sector.
Distribution of the efficiency index by firm class and allocation procedure
See in Fig. 5 the unweighted distribution of the efficiency index by firm class, using the public auctions. In the estimation, three inputs are used assuming that the inefficiency term η follows a Truncated-Normal, with its mean being influenced by three observable characteristics: the firm’s class, whether the project takes place during the year before elections, and a dummy for party alignment between the mayor and governor. We see that class 0 firms have a higher efficiency index. This is mainly driven by the fact that they are more efficient in projects without sewage work, which are more common than projects with sewage work.
Robustness analysis: model specification with scaling property
A comparison of the Truncated-Normal model with model specifications under the scaling property of Wang and Schmidt (2002) deserves further discussion. So far, under the Truncated-Normal specification, I have parameterized the mean of the inefficiency term as a function of external variables w. Alternatively, Wang and Schmidt (2002) propose that the inefficiency term η may follow the form, ηi ~ h(wi, δ)η*. With some abuse of notation, the function h(⋅) ≥ 0 does not represent the production function as above, but rather any observation specific non-stochastic function of the exogenous determinants of the inefficiency term, and η* ≥ 0 is a random variable, common to all observations. The authors call h(⋅) the scaling function, and η* the basic distribution. Models with the scaling property are attractive because the shape of the inefficiency term ηi is the same for all firms, and h(⋅) scales the distribution. In comparison, for the Truncated Normal specification, where the mean of η is parameterized, each observation has a different truncation point.
As a robustness analysis, I fit compare the results with a Half-Normal Model and with a Truncated-Normal with the scaling property, as specified in Wang and Schmidt (2002). Nevertheless, in order to achieve convergence, the translog specification of the frontier needs to be restricted.
Table 9 presents the estimates for various restrictions to the translog function. The results displayed are the marginal effects of the exogenous determinants of inefficiency, the main estimates sought. For comparison purposes, the first row displays the Truncated-Normal estimates presented in Section 4, and the second row displays the Truncated-Normal with no interactions included in the cost frontier specification. As can be seen from the analysis, when comparing the results with no interactions, the marginal effects vary little irrespective of the specification. Hence, the preferred model specification is the Truncated-Normal for two reasons: first, it does not require restrictions in the translog function, and second, the marginal effects are similar to the estimates from models with the scaling property.
Distribution of the efficiency index by state
In Fig. 6 I aggregate the efficiency results estimated using public auctions. Following Sickles and Zelenyuk (2019), each firm’s efficiency is weighted by their relative cost in their respective state. Overall, we can see that the northern states are more efficient, along with the gulf states. The state that fares the worst is Chiapas, in the south, consistent with the fact that it is a region that is hard to access due to the difficult terrain.
Political influence on the mechanism choice
Table 10 displays the results probit estimates of the choice of mechanisms, but separately for municipality and state contracts. It is interesting to observe that the increase in the use of mechanisms with hiring discretion is more prominent in state contracts. Nevertheless, this represent a minority of observations in the sample.
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Prudencio, D. Productivity in Procurement Auctions of Pavement Contracts in Mexico. J Prod Anal 60, 63–85 (2023). https://doi.org/10.1007/s11123-023-00677-0
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DOI: https://doi.org/10.1007/s11123-023-00677-0