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25D00117-Improvement of Intersection at Maharlika Highway - K0061 + 189 Tender, Philippines - 110544864

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DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS - REGION IV-A has floated a tender for 25D00117-Improvement of Intersection at Maharlika Highway - K0061 + 189. The project location is Philippines and the tender is closing on 12 Dec 2024. The tender notice number is 25D00117, while the TOT Ref Number is 110544864. Bidders can have further information about the Tender and can request the complete Tender document by Registering on the site.

Procurement Summary

Country : Philippines

Summary : 25D00117-Improvement of Intersection at Maharlika Highway - K0061 + 189

Deadline : 12 Dec 2024

Other Information

Notice Type : Tender

TOT Ref.No.: 110544864

Document Ref. No. : 25D00117

Competition : ICB

Financier : Self Financed

Purchaser Ownership : Public

Tender Value : PHP 2412500.00

Purchaser's Detail

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Tender Details

Tender are invited for 25D00117-IMPROVEMENT OF INTERSECTION AT MAHARLIKA HIGHWAY - K0061 + 189

Procurement Mode : Public Bidding

Classification : Civil Works

Category : Construction Projects

Contract Duration : 30 Day/s

Budget for the Contract : PHP 2, 412, 500.00

Area of Delivery : Batangas

Description : Republic of the Philippines

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGIONAL OFFICE IV-A

Canlubang Interchange, Brgy. Mayapa, Calamba, Laguna

INVITATION TO BID

1. The Department of Public Works and Highways (DPWH) Regional Office No. IV-A through its Bids and Awards Committee now invites bids for the hereunder Works:

1. Name of Contract : FY 2025 DPWH INFRASTRUCTURE PROGRAM

Organizational Outcome 1 :

Ensure Safe and Reliable National Road System Bridge Program

Construction of New Bridges

LOPEZ VIADUCT ALONG MAHARLIKA HIGHWAY (PHASE V)

Contract ID No. : 25D00082

Contract Location : Quezon Province

Scope of Works : For bridge 1 : construction of superstructure railing from Abutment A to Abutment B.

For bridge 2 : Construction of Type V AASHTO Prestressed Concrete Girder from Abutment A to Abutment B as superstructure. For substructure, construction of 2.0 m diameter boredpiles for abutment A and B, including coping, backwall, shearblock, and wingwalls, as well as construction of 2.0 m diameter columns, coping beam including

shear block and 2.5 m diameter bor...