Ministry of Public Works and Communications (MOPC) awarded for a total value of G. 84,616,999,914
The Ministry of Public Works and Communications (MOPC) awarded a total value of G. 84,616,999,914 to the Tender Call No. 405,351 of Mopc Call 129/2021. Construction of the Section Route 10 (Capiibary)-Sto Domingo- Esc. Agricola – Sidepar Ruta 13 (Department of San Pedro and Caaguazual Pgn 2022. For this tender, offers began to be received on Thursday, August 4, 2022.
In the tender that is within the category Construction, Restoration, Reconstruction OR Remodeling and Repair of Real Estate 2 companies were benefited. The procedure implemented to carry out the call for bids was National Public Bidding.
BENEFITED OFFERS
The call was submitted by 14 companies, of which finally 2 of them were suppliers of said tender.
The awarded companies were Concret-Mix SA represented by Ruben Darío Bogarin Canale and José Daniel Bogarin for a value of G. 44,867,032,534, its participation as supplier represents 53.02% of the total awarded and Constructora Acaray SA represented by Rubén Bogarín Canale and José Daniel Bogarin Canale for a value of 39,749,967,380 with a participation of 46.98% of the total awarded.
CONCRET-MIX SA
Clearing, Clearing and Cleaning by G. 125.414.045.
Excavation Not Classified by G. 49,927,745.
Excavation of Drainage Trenches by G. 15,254,990.
Excavation of Bolsones by G. 42,092,000.
Embankment by G. 7,488,967,627.
Simple Tubular Culvert of 0.80 M. by G. 234.809.600.
Simple Cellular Sewer 1.00 MX 1.00 M by G. 233.098.446.
Double Cellular Sewer 1.50 MX 1.50 M by G. 747.241.695.
Double Cellular Sewer 2.00 MX 2.00 M by G. 241.664.260.
Triple Cellular Sewer 2.00 MX 2.00 M by G. 639.867.522.
Concrete Lined Ditch by G. 4.789.183.206.
Concrete Energy Dissipators by G. 182.351.681.
Baden of Concrete by G. 39.812.359.
Cemented Granular Sub Base (Granular Material Cbr40% + 3% Portland Cement), E=15Cm by G. 3,570,965,850.
Granular Base Cbr100%, E=15Cm by G. 5,624,752,786.
Primer Irrigation by G. 2,442,416,148.
League irrigation by G. 720.646.070.
Folder C°A°-E=6Cm by G. 8.948.105.093.
Shoulder C°A°-E=3Cm by G. 1.582.337.058.
Wiring Construction by G. 110.332.720.
Horizontal signage by G. 721.349.958.
Bidirectional Reflective Studs by G. 52.528.233.
Studs 25 X 15 X 5 by G. 17.638.698.
Vertical signage by G. 171.569.398.
Frames by G. 123.252.402.
Mileage Marker by G. 17.117.910.
Bound by G. 731,596,800.
Shelter for Dock and Public Lighting by G. 242.175.624.
Metal Defense Railing by G. 1.367.986.440.
Removal and Transfer of Public Service Structures by G. 147.170.170.
Replacement and Transfer of Running Water by G. 20,353,060.
Removal of Existing Culverts and Pontillions by G. 53.353.762.
Loan Protection by G. 251.530.805.
Slab Board H°A° by G. 87.650.608.
Stirrups by G. 285.676.223.
Approach slab by G. 43.925.724.
Wear Layer by G. 16,787,863.
Reinforced Concrete Railing by G. 27.472.360.
Transverse Beams by G. 12.689.095.
Leveling Concrete – Hº Ciclópeo by G. 26.352.639.
Longitudinal Beams (Prestressed) by G. 212.053.997.
Assembly of Longitudinal Beams by G. 18.590.736.
Lighting 400 W by G. 32.858.475.
Installation and Specialized Services by G. 608.658.390.
Environmental Mitigation – Pga – Day by G. 610.271.449.
Adaptation of Culverts for the Passage of Fauna by G. 15,500,571.
Mobilization by G. 1,121,680,243.
CONSTRUCTORA ACARAY SA
Clearing, Clearing and Cleaning by G. 113.674.677.
Excavation Not Classified by G. 135.755.200.
Excavation of Drainage Trenches by G. 16,366,900.
Excavation of Bolsones by G. 87,036,000.
Embankment by G. 8,192,384,950.
Simple Tubular Culvert of 0.80 M. by G. 51.848.992.
Simple Cellular Sewer 1.00 MX 1.00 M by G. 418.876.490.
Double Cellular Sewer 1.00 MX 1.00 M by G. 381.952.800.
Simple Cellular Sewer 1.50 MX 1.50 M by G. 217.567.311.
Simple Cellular Sewer 2.00 MX 2.00 M by G. 179.872.104.
Lateral Accesses With Slab of H°A° and Mamp. of Stone by G. 12,634,236.
Concrete Lined Ditch by G. 1,301,555,970.
Concrete Energy Dissipators by G. 177.171.103.
Concrete Gutter Cord by G. 1.182.669.108.
Cemented Granular Sub Base (Granular Material Cbr40% + 3% Portland Cement), E=15Cm by G. 3,243,272,838.
Granular Base Cbr100%, E=15Cm by G. 5,387,174,594.
Primer Irrigation by G. 2,212,377,633.
League irrigation by G. 652.766.654.
Folder C°A°-E=6Cm by G. 8.174.724.753.
Shoulder C°A°-E= 3 Cm by G. 1.448.217.732.
Wiring Construction by G. 235.806.077.
Horizontal Signage (Thermo-Plastic-Hot) by G. 714.382.072.
Bidirectional Reflective Studs by G. 51.269.248.
Studs 25 X 15 X 5 by G. 18.236.064.
Vertical signage by G. 185.087.310.
Frames by G. 254.852.936.
Mileage Marker by G. 15.731.216.
Bound by G. 662.929.044.
Shelter for Dock and Public Lighting by G. 417.295.240.
Metal Defense Railing by G. 1.579.541.440.
Transfer of Public Service Structures by G. 191.361.500.
Replacement and Transfer of Running Water for G. 33,529,800.
Loan Protection by G. 416.078.640.
Housing Demolition by G. 20,332,128.
Installation and Specialized Services by G. 451.385.370.
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