Tender For Quality /Safety Audit Of Residential Government Property Under Estates Department, Jammu. (As Per Requirement). Cno499-Np
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Project Description
Tender For Quality / Safety Audit Of Residential Government Property Under Estates Department, Jammu. ( As Per Requirement ) . Cno499-Np-2 Ultrasonic Pulsevelocity Test As Per Is 516 Part 5 Sec-1:2018 3 Depth Of Crack ( If Any ) As Per Is 516 Part 5 Sec-1 Annex C: 2018 4 Rebound Hammer Test As Per Is 516 Part 5 Sec-4:2020 5 Half-Cell Potentials Of Uncoated Reinforced Steel In Concrete As Per Is 516 Part-5 Sec-2:2021 Test Purpose: To Identify The Corrosion Of Steel In The Concrete 6 Carbonation Depth Test As Per Is 516 Part-5 Sec-3 : 2021 Testpurpose: To Identify The Bonding Of Concrete 7 Core Cutting For Estimation Of Compressive Strength Of Concrete As Per Is 516 Part 4: 2018 8 Note1: Core Cutting Will Be Conducted Only Wherever Necessary And Test Quantity May Be Changed As Per Site Condition Or As Per Direction Of Engineer-In-Chage 9 Note 2:If The Core Cutting Is Conducted, The Hole Shall Be Filled By High Strength Epoxy Motar Of Dcp, I.E To Ensure Proper Sealing Of Cavity. 10 Observation Is Required For Rehablitation Of Structure Of The Building
BOQ
| Sl. No. | Item Description |
| 1 | Following tests are required to be undertaken for checking health of the structure |
| 2 | Ultrasonic PulseVelocity Test as per IS 516 Part 5 Sec-1:2018 |
| 3 | Depth of Crack (if any) as per IS 516 Part 5 Sec-1 ANNEX C: 2018 |
| 4 | Rebound Hammer Test as per IS 516 Part 5 Sec-4:2020 |
| 5 | Half-Cell Potentials of uncoated reinforced steel in concrete as per IS 516 Part-5 Sec-2:2021 Test purpose: To identify the corrosion of steel in the concrete |
| 6 | Carbonation Depth Test as per IS 516 Part-5 Sec-3 : 2021 Testpurpose: To identify the bonding of concrete |
| 7 | Core cutting for estimation of compressive strength of concrete as per IS 516 Part 4: 2018 |
| 8 | Note1: core cutting will be conducted only wherever necessary and Test quantity may be changed as per site condition or as per direction of Engineer-in-Chage |
| 9 | Note 2:if the core cutting is conducted, the hole shall be filled by high strength Epoxy Motar of DCP,i.e To ensure proper sealing of cavity. |
| 10 | Observation is required for Rehablitation of structure of the building |
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