R E S T R I C T E D Report No. TO-179a This report was prepared for use within the Bank. In making it available to others, the Bank assumes no responsibility to them for the accuracy or completeness of the information contained herein. INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPMENT REPORT ON THE PORT OF GUAYAQUIL PROTECT ECUADOR September 25, 1958 Department of Technical Operations CURRENCY EQUIVALENTS U.S. $1.00 a 15.15 Sucres I Sucre . U.S. $.066 100,000 Sucres . U.S. $6,600 1,000,000 Sucres a U.S. $66,000 UNITS All tonnages are given in metric tons of 2,204.5 lbs. One nautical mile is equal to 1.1516 statute miles. ECTJADOR Report on the Port of Guayaquil Project Page SunaarJ i I. Introduction 1 II. The Existing Port of Guayaquil 1 - 4 III. The Project 5 - 7 IV. The Proposed New Port Authority 8 - 9 V. 'The Futvre frraffic tlhrough the Port 10 - 12 VI. The Economic Justification for the Project 13- 15 VII. The Financial Position of the New Port Autlioritr 15 - 18 V-III. Conclusions 19 Appendices A to h iaps 1 to 4 i EC UADOR REPORT ON TE PORT OF GUAYAQUIL PROJECT i. The Ecuadorian Government has asked the Bank to finance the foreign exchange cost of a project for the construction of a new port at Guayaquil, to be completed within about four and one-half years. The proposals were prepared for the Government by a firm of consulting engineers. ii. The total cost of the project is estimated at S/ 290 million (US,'c 19 million equivalent), of which US,, 13.0 million equivalent will be in foreign currency. iii. A Decree Law has been issued establishing an autonomous Port Authority, which Twill take over operation of the existing port and be responsible for the construction and operation of the new port. The loan would 'oe made to the Port Authority. iv. The Port Authority should be able to meet its debt service by an adequate margin with tariffs wh-ich would not place an undue burden on shipping or trade. The proposed loan agreement requires tariffs to be maintained at a level calculated to ensure that debt service is covered at least 1.5 times. V, The project is generally sound. Design and supervision will be entrusted to a reputadle firrm of consultants experienced in such work. Construction will mainly be carried out by contracts awarded after the invitation of international tenders. vi. The project is suitable for a loan of US$ 13.0 million equivalent. A term of 25 years including a four and one-half years' period of grace Wiould be appropriate. ECUADOR REPORT ON THE PORT OF GUAYAQUIL PROJECT I. INTRODUCTION 1. The existing Port of Guayaquil is a river port with insufficient depth of water for ocean shipping and inadequate cargo handling facilities. It is proposed to build a new port on ar. adjoining tidal estuary, open to sea-going vessels at all states of the tide and equipped with adequate wharves, cargo sheds, etc. The cost of the newT port wfill be approximately S/ 290,000,000 (USSp 19 million equivalent). Preliminary designs have been prepared by Messrs. Parsons, Brinckerhoff, H4all and i4acdonald, con- sulting engineers. 2. The following report is an appraisal of the project. It is based on the findings of a Bank mission which visited Ecuador in Iarch, 1958 and on a report prepared by the consulting engineers in June, 1957. II. THE EXISTING PORT OF GUAYAQUIL General 3. As shomm on NIaps 1 and 2 at the end of this report, Guayaquil is situated towards the southern end of the Ecuadorian coast, on the right bank of the River Guayas about 55 nautical miles from the open sea. It has been used by shipping since the Spanish Conquest and is the only port of any magnitude in Ecuador. At the present time approximately 90% of all Ecuadorian imports and 60p of all exports are handled through Guayaquil. Existing Facilities 4. The principal existing installation on the Guayaquil side of the river is a 600 foot lighterage wharf with warehouses adjoining. These facilities are inadequate for the tonnage of cargo now being handled and the congestion is serious. On this bank there are also a petroleum depot, a modem grain handling wharf, silo and mills, and various jetties for small craft. On the opposite bank, at Duran, there is a somewhat larger petroleum depot together with the terminus of the railway frora Quito. Bettreen Duran and Guayaquil two small converted landing craft are in use as road vehicle ferries and a flat barge on to which freight cars can be run at the Duran side is used to ferry railborne goods. 5. At GJuayaquil the depth of the River Guayas is between 25 and 30 feet at low water, but only the grain handling wharf has sufficient depth for ships to come alongside. All ocean-going ships carrying other products must therefore be handled at anchor in mid-stream. For this there is ample 2. room, it being possible to accommodate t%relve ships at a time. During the rainy season, January to June, the current in the Guayas is of the order of five knots and the river carries a heavy burden of silt and debris. The latter is a hazard to small craft, and the strong current makes the anchor- age of all vessels somewhat insecure. Port Seaward Approaches 6. Between Guayaquil and the sea the minimum depth in the channel of the River Guayas is approximately 19 feet at low water, the rise of tide being about 10 feet. At the entrance to the river there is a bar carrying only 15 feet at low water. Accordingly, only ships having a draft of 231-6" or less can enter the river and proceed to Guayaquil and most of these must await the tide to cross the bar. It is estimated that an average of five hours per ship per voyage is lost for the latter reason. In the past these conditions made shipping companies unmilling to bring ships into the river, even wihen their draft permitted, so that in order to protect the position of the city the Government in 1952 issued a decree compelling all vessels drawing 231-6" or less to proceed to Guayaquil. 7. Ships of a greater draft than 23t-6" load or discharge at Puna, seaward of the bar, where a minimum of customs and other facilities have been provided. Cargo so handled, at present amounting to about 1E, of the total traffic of the port, must be lightered to and from Guayaquil, 35 nautical miles distant. The channels leading to the port are reason- ably well marked and lit and navigation is carried on by night as well as by day. Port Landward Approaches 8. As will be observed from Hap 1, Guayaquil is t1he focus of an extensive road, rail and river communications system. The principal exist- ing highways radiating from Guayaqucil are those leading to Salinas, to Portoviejo, to Quevedo, to Babahoyo and to Cochancay. The construction of the Salinas, Quevedo, Babahoyo and Portoviejo roads was among the projects in connection with which Loan 94-EC of February 1954 was made. Construction of the Quevedo road is complete and that of the others in progress. Under Baak Loan 176-EC of September 1957, the Quevedo road will be extended so as to provide an all seasons route to Quito via Aloag, and tne Cochancay road will also be reconstructed. Railway connection with the Sierra region is provided by the Duran-Simbambe-Quito railway, which has a southward exten- sion to the important center of Cuenca. The rivers flowing into the Guayas, principally the Daule and Babahoyo and their branches, pennit of barge trans- portation over a substantial area of the provinces of Guayas and Los Rios up to as far as 100 miles from Guayaquil. Port Tributary Area 9. The approximate areas from which exports through the port orig- inate and to which imports are conveyed are shown on iap 1. Included are the whole of the coastal provinces of Guayas and Los Rios and part of the coastal province of Manabi. At the present tirie much of the area of the Sierra provinces, Pichincha, Cotopaxi, Tungurahua, Bolivar, Chimborazo and Canar is also served by CGuayaquil, as the railway from Duran to Quito is the principal transportation link between these provinces and the sea. The inhabitants of this tributary region constitute approximately 60Z of the population of Ecuador and its area amounts to about 35'/ of that of the whole country. Guayaquil itself has a population estimated to be some 400,000 and is the main commercial and industrial center of Ecuador. Existing Organization of Port Activities 10. lNo Port Authority dealing comprehensively with port operation has hitherto existed in Guayaquil. At the present time the reception and movement of shipping, navigational aids, medical inspection, pilotage and policing are the responsibility of tlhe Port Captaincy, a subdivision of the itinistry of iiarine. Revenue arising from these operations is paid directly into central governmental funds, expenditure being in turn met from the 11inistry's general budget. 11. The loading, discharging, and storage of cargo at the Guayaquil lighterage wharf is undertaken by a subdivision of the Customs Department known as the "Timpresa de IHuelles"'. This organization also supplies the lighters used for all general cargo imports and for the majority of general cargo exports, the supply of labor for handling to or from the barge hold being included in the service provided. The tonnage of cargo dealt wit h by the Empresa in these various ways amounts to about 307 of the total traffic of the port, the proportion of the latter passing over the lighter- age wharf being about 20%. The charges made for such activities are based on an arbitrary scale, the individual rates of which are not directly re- lated to actual costs. Being what is described as a "non-autonomous public undertaking" the Empresa has its own budget. All surplus earned is, how- ever, ultimately surrendered to the central government and the Emresa has no funds under its ovm control for the purchase of equipment and like pur- poses. Furthermore, the procedures which the staff of the Empresa must follow, being tnose of a government department centralized in the capital, are quite unsuitable for the operation of an undertaking such as a port. 12. The remaining 70,O of the total cargo, comprising principally banana exports, wheat imports and petroleum traffic, is handled in craft hired or omed by the merchant or other undertaking concerned. However, except in the cases of bulk grain, bulk petroleum and bananas, the per- mission of the "Empresall has to be obtained before cargo can be handled in this way. Present and Past Traffic Through the Port 13. The volumes of exports and imports through Guayaquil during the years 1953-57 are tabulated in Appendix F. The exports consisted entirely of natural products such as rice, bananas, coffee, cacao, sugar, balsa, and fish. As will be seen, while the total rose fairly steadily from 321,200 tons in 1953 to 529,700 tons in 1957, the volume of individual items fluctuated considerably. Imports, falling under the principal head- ings of general cargo, petroleum products and wheat, also increased sub- stantially, in this case from 160,000 tons in 1953 to 362,300 tons in 1957. With the exception of aviation gasoline the petroleum products listed are brought into the port by small tankers of the Anglo-Ecuadorian Oil Conpany and landed at the depots at Guayaquil and Duran already described. The aviation gasoline is imported under separate arrangements and landed at a depot adjoining Guayaquil Airport. Bulk wheat, amounting to about two- thirds of the wheat inport, is discharged at the grain handling berth; the remainder is imported in bags and dealt witlh as general cargo. A consider- able coastal traffic, consisting principally of local products imnard and transshipment outward also exists. This is handled mainly at sriall lamd- ing stages on the river front at Guayaquil. Accurate statistics of the latter traffic are not available, but it is estimated to amount to upwards of 30,000 tons per annum. Present and Past Financial Position in Respect of Port Operation 14. Records in connection wita the charges made for the port func- tions hitherto performed by the Port Captaincy have not been kept separate- ly for Guavaquil so that it is not possible to comment on the financial aspect of this side of present port operations. In the case of the opera- tions of the "Enpresa de i.uelles" records of revenue and expenditure for the years 1953-57 are available, these being summarized in Appendix A. It wllU be observed that during the years 1954-57 the Empresa uas able v3 transfer to the Government amounts averaging S/ 6,45o,ooo (us$ 426,00o equivalent) annually. These sums cannot, however, be regarded entirely as profit since during the years concerned the Empresa did not pay any contribu- tion towards the cost of the premises iw7hich it used and made no allowance for the depreciation of its equipment. - 5 - III. TIM PROJ3CT General 15. The disadvantages arising from the present limitation on the draft of vessels entering the port are great. Not only has about one-sixtl of the cargo of the port to be lightered 35 nautical miles from Puna, but also an appreciable proportion of the shipping actually proceeding to Guayaquil does so not fully laden. Furthermore, modern port facilities are virtually non-existent. In order to permit ships of the draft now met with on the west- ern coast of South America to enter the River Guayas it would be necessary to carry out very extensive dredging and the feasibility of maintaining the re- quired depths could by no means be guaranteed. To the west of the river lies a tidal estuary known as the Estero Salado, the head of which reaches Guayaquil (see Ilap 2). This estuary is comparatively silt free, being entered by no rivers. With the exception of a section where a dredged channel mill be re- quired, it is of sufficient depth to permit vessels drawing 30 feet to pass at any state of tide. In view of the magnitude of the dredging problem in- volved in improving the River Guayas and the doubt existing as to whether such improvement could be maintained, it would be unwise to invest capital in the improvement of any of the facilities of the existing port. It is accordingly proposed to carry out the dredging required in the Estero Salado and to construct newi deep sea wharves near the head of the estuary, six miles from the center of Guayaquil. This proposal is generally referred to as the "Puerto Nuevo Project". 16. The development of the Port of Guayaquil has been the subject of studies by the Societe de Construction de Batignolles (a large French con- struction organization), the Ufnited States Corps of Engineers, a technical expert of the United Nations, the Knappen-Tippetts-Abbett Engineering Co., consulting engineers; and iiessrs. Parsons, Brinckerhoff, Hall and liacdonald, consulting engineers for the present project. These authorities were unani- mous in recommending that the proper course to be pursued is the construction of a new port on the 2stero Salado rather thlan any attempt at improvement of the existing port. 17. Studies in connection with the future development of the port have in the past been in the hands of the Aighways Committee of Guayas Province, an autonomous body which controls highway and inland waterway development in the area. The Government has now established an autonomous Guayaquil Port Authority, which will tatke over responsibility for development from the Highways Committee and the operation of the existing port from the Empresa de MHuelles and which will in due course become responsible for operating the new port. The organization and powers of the proposed Authority are described in Part IV of this report. NMew Wharves and Port Area 18. As showqn on Aaps 2, 3 and 4, the new wharves wTill be situated 40 miles from the sea on the branch of tChe estuary know'n as the Estero del ili-erto. A cut will be dredged in the neck of land which separates the - 6 - Estero del iviuerto from the Estero Santa Ana at the northern end of the site and using the spoil from this and other dredging, a port area of approxi- raately 100 acres will be reclaimed from the surrounding swarps. Anple space exists for the extension of this area to meet future requirements. The berth- age provided initially will consist of a reinforced concrete marginal wharf 3,000 feet long capable of accommodating five ships, the wrharf being so sited . as to permit of extension at a later date to accommodate a further three ships. The depth at the berths wfill be 35 feet at low water. There will be four transit sheds and the customary ancillary buildings, circulating roads and services. The Landward Approaches to the New Port 19. A four-lane divided highway, tw,,o lanes of which are already being constructed, will link the port with the toum of Guayaquil (see Maps 2 and 3). To permit barges from the Guayas River to come alongside ships at the new wharves or at anchor in the Estero Salado and to allowJ the passage of coastal craft, a canal 148 feet wide and 12 feet deep at low water will be constructed connecting the Guayas with the Dstero Salado via the Estero Cobina. In order to prevent undue scour in the canal under certain tidal conditions a lock will be provided at the Guayas entry. Tilis canal is an important feature of the seleme and it is essential to the success of the new port that it should be constructed to the full capacity proposed. The Seaward Approaches to the Nqew Port 20. Approach to the Estero Salado from the sea will be thlrough the l-iorro Channel, parallel to the coastline opposite Data (1-iaps 1 and 2). This channel is navigable by ships of 30 feet draft at all states of the tide. While the location of the channel is subject to littoral drift, it is the opinion of the consulting engineers that any serious shoaling is unlikely. 3etween the Horro Channel and the new port some 1h0 nautical miles distant, ample depth exists ex- cept between Boca de Sabana Grande and Isla de la Seca. Here over a distance of some 10 miles the average depth at low water is about 25 feet wtith a minimum of about 20 feet. Through this reach it is proposed to dredge a channel 400 feet wide with a depth of 31 feet at low water. Such a channel will be naviga- ble by ships of 28 feet draft at all states of the tide. Ships drawTing more than this figure (amounting to only 3.7% of ships calling at the port in 1956), will need to wait for the tide. The Authority will make suitable arrangements, in advance of the completion of the project, to ensure the future maintenance dredging of the channel. Navigational Aids 21. The project provides for the marking and lighting of the I4orro and. dredged channels and other portions of the approach where such is required. -7- Port Equipment 22. The cargo handling equipment held by the Empresa de PLuelles will become available to use at th ,'ri New Wharves , / ) < > Fo~~~~0 AnchorageXECAO l > oe t / ~~~~PORT OF GUAYAQUIL ) ffi + 2' ~~PROPOSED NEW WHARVES h / 4 \ at ~~~~~~AND APPROACHES APRIL 1958 IBRD-464 MAP 4 0~~~~ Propose\d"' Dredged \ " Connecting X Chonnel ; N> \ m V( wte< >~~~~~ A V 0 100 200 300 400 METERS 7'~~~~~- / ~ECUA DOR 3 / PORT OF GUAYAQUIL PROPOSED NEW WHARVES APRIL 1958 IBRD-465R