Source: https://tendernation.io/opportunities/01a13bee-fb0b-72c6-831f-1f4cede29a6d/peasholme-glen-bridge-deck-strengthening-and-concrete-repair-works

awarded GB restricted procedure

# Peasholme Glen Bridge Deck Strengthening and Concrete Repair Works

[North Yorkshire County Council](https://tendernation.io/buyers/north-yorkshire-county-council)

Estimated value

£370,000 to £425,000

Published

18 Nov 2016

Deadline

Closed

20 Nov 2015

## About this tender

NYCC seeking a contractor for the Peasholm Glen Bridge strengthening and concrete repairs. This is to be tendered through YorCivils Framework Contract, Lot 3.

Additional information: The Council require a suitable Contractor to carry out works to Peasholm Glen

Bridge.

### The Works Briefly comprises:-

- Vegetation clearance around the bridge abutments and the proposed

site cabin locations.

- Design and Erect scaffolding system for safe access to all the work

areas underneath the bridge deck, as well as pilasters on both abutment sides.

- Carry out hammer tapping and sound tests to underside of the bridge

deck to remove any delaminated concrete.

- Remove the delaminated concrete around the corroded rebar areas using

non-destructive methods such as Saw or Disc cutting or similarly approved until

the non-corroded steel length reached to hand place or spray the new concrete

repair mortar or micro concrete in to voids.

- Break the concrete up to 50 to 70mm to place the repairing mortar.
- Clean and prepare all the exposed rebar's to take a primer coating to

protect any further corrosion, replace the badly corroded rebars with similar

diameter of reinforcement with a minimum lap length of 40Xbar diameter.

- Fill all concrete breaks out and repair areas with FOSROC or Sika

type of repairing mortar by hand placing or spraying.

- Apply a final anti-carbonation coating on to the exposed bridge sofit

and rib areas \[Not for the bays with the FRP material\] to protect the concrete

surfaces for future carbonation induced corrosion or chloride induced

delamination.

- Design and Apply FRP (Fibre reinforced Polymers) bridge strengthening

material to the existing bridge deck as shown in Drawing Number NYCC/982/004 to

achieve a minimum resisting Bending Moment of 50kN.m (Existing) to 98.54kN.m

(Proposed).

- Repointing of dislocated stone copings on both sides of the bridge

parapets.

The proposed form of contract is NEC3 Option A. It is anticipated that the

Tender documents will be released within the next few weeks with a return date

of mid-Nov 2015. It is envisaged the works will commence towards the beginning

of February 2016 with an estimated Programme duration of 16 weeks.

Read full description

## CPV classification

Construction work

Source

Contracts Finder (UK)

[View official notice](https://www.contractsfinder.service.gov.uk/notice/1d340d5b-adc9-11e6-9901-0019b9f3037b)

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