Bridge Construction Tender Results

Dense Bituminous Macadam Providing and laying dense bituminous macadam with Batch Type HMP of minimum capacity 100-120 TPH using Pakur variety crushed aggregate of specified grading, filler(Hydrated lime) premixed with bituminous binder VG-40 of approved grade 4.5% (min) for Grading -2 by weight of total mix as per table 500-10 and mix design done as per fable 500- 11 and job mix formula as per clause 505.3.3 to MoRT&H (5th Revision), including screening, cleaning of chips , transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified In Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Rood & Bridge Works of MoRT&H (Sth Revision). For Grading 2 (26.5 mm nominal size, 50 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH.

eProcurement System Government of Maharashtra Created By: ANURADHA BHANDARE Created Date/Time: 11-Sep-2025 11:56 AM Tender Title: 25/02. Improvement and Bridge Repair on Malwadi Harnus Male Bhutonde Road MDR 43 Km 4/800 Tal. Bhor Dist. Pune Tender ID: 2025_PWDRP_1199198_2

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. T...

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Construction of Foot bridge at Km 59 / 130 in Takari Main Canal Km 60.