Side protection works in Parutheli Jn-Construction of Retaining wall in Parutheli Jn inEdapally Muvattupuzha Road

Amount

Side Protection Work

OD26561/2021-2022: Providing MS sheet shoring to the side of the trenches using 6mm thick steel plate 0.50m width stiffened on edge with 6mm plate 100mm width all around and 50mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 1.25m below the bottom level of the proposed excavation and 0.50m above ground level and suitably braced by ISLB 125*75mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc complete as per the direction of engineer in charge.

2.4.4.E:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dismantling stone pitching/ dry stone spalls.

OD26560/2021-2022:Putting up ring bund for diverting the flow of water during execution of work having the bottom with 3m and top with 1 m and height of of 2m and filling inside using contractors own gravelly earth etc. complete

OD26562/2021-2022:Bailing out water using 5HP motor andpump set conveyance charges,cost of oils etc.complete

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

12.3:Sand Filling in Foundation Trenches as per Drawing & Technical Specification

OD29040/2021-2022:Dry Rubble Masonory for Retaining wall, Protection Wall,Pitching, Boundary wall etc. including Coat of material, labour etc.

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

BAIJU A A

ABDUL SALAM MB

M.I Muhammed Kunju

JOY KURIAN

VM STRUCTURAL SOLUTIONS

Bidder Name

BAIJU A A

P V SADANANDAN

JOY KURIAN

M.I Muhammed Kunju

ABDUL SALAM MB

VM STRUCTURAL SOLUTIONS