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| 1 | Carrying out Non destructive Rebound hammer test at the required site and lab samples as per IS procedure including surface preparation, Grid marking and complete, as instructed by Engineer-in-Charge. One number of test means taking nine reading of rebound indices measurement. The necessary instruments/equipment required for the test will be provided by the department. |
| 2 | Carrying out Non destructive Ultrasonic pulse velocity test (UPVT) at the required site and lab samples as per IS procedure including surface preparation, Grid marking and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 3 | Carrying out Non destructive Resistivity test at the required site and lab samples as per standard procedure including surface preparation, Grid marking and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 4 | Carrying out Non destructive Carbonation test at the required site and lab samples as per IS procedure including chemical preparation, surface preparation and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 5 | Carrying out Non destructive Half cell potential test at the required site and lab samples as per standard procedure including chemical preparation, surface preparation, Grid marking and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 6 | Drilling of 100mm diameter core of required length for the withdrawl of hardened concrete from the existing structure for testing various parameters complete, as instructed by Engineer-in-Charge. |
| 7 | Drilling of 75mm diameter core of required length for the withdrawl of hardened concrete from the existing structure for testing various parameters complete, as instructed by Engineer-in-Charge. |
| 8 | Drilling of 50mm diameter core of required length for the withdrawl of hardened concrete from the existing structure for testing various parameters complete, as instructed by Engineer-in-Charge. |
| 9 | Providing and filling with Non shrink Cementitious Micro concrete (Renderoc RG of FOSROC or approved equivalent) in core drilling area with a bonding precoat (NitoBond EP or equivalent) including cleaning of drilled surface, applying bonding precoat, filling of cementitious micro concrete, finishing the surface complete all as directed by Engineer-in-Charge. - 75mm dia hole |
| 10 | Cutting and dressing the core specimens to required depth for conducting various test like RCPT, UPVT etc. including surface finishing of each sample complete, as instructed by Engineer-in-Charge. |
| 11 | Sampling and conducting pH value test of hardened concrete sample by crushing of sample, mixing with distilled water, preparing required solution and complete, as instructed by the Engineer-in-Charge. Note: Cleaning the apparatus, testing area and arranging back the materials in their respective areas also includes the work. The necessary instruments/equipment required for the test will be provided by the department. |
| 12 | Sampling and conducting Chloride test of hardened concrete sample by crushing the sample, mixing with distilled water, preparing required solution and complete, as instructed by the Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. Note: Cleaning the apparatus, testing area and arranging back the materials in their respective areas also includes the work. |
| 13 | Drilling borewell of 160mm n/b upto 10metres depth by mechanical means confirming to IS:2800(Part-1) in all kind of soil, sand, clay, murrum, soft rock and hard rock etc. and complete truly vertical with equipments and labours etc. as instructed by the Engineer-in-Charge. |
| 14 | Preparation of Test reports in the specified formats and documenting official letters and documentation, maintaining registers, files and periodical updating of datas for storage and retrieval and as instructed by Engineer-in-Charge. All the reports to be photo copied prior to dispatch and to be scanned for future reference. The necessary instruments/equipment required for the test will be provided by the department. |
| 15 | Providing and fixing double Tubular scaffolding system using H-Frames / APS system or (cup lock type) on the exterior side made with 40mm dia M.S. tube 1.5m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in-Charge. Note : 1. The elevation area of the scaffolding shall be measured for payment purposes. 2. The payment shall be made once irrespective of duration of scaffolding. 3. The scaffolding system drawing shall be got approved by Engineer-in-Charge. 4. The contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) (Safety Code for scaffolds). 5. Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the work is in progress. 6. Necessary aluminium / M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building. |
| 16 | Carrying out Rapid Chloride Permeability Test (RCPT) in the laboratory to determine the electrical conductance of concrete specimens. This process encompasses precise cutting of core samples to specified dimensions, meticulous surface finishing to ensure smooth and even surfaces on each specimen, proper installation of specimens in the testing apparatus, preparation of chemical solution with required normality and recording test results over the specified time period as per relevant standards and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 17 | Carrying out air permeability of cover concrete at site using TORRENT Permeability tester instrument which includes surface preparation , creation of vacuum on the surface and conducting the test as per relevant standard and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 18 | Carrying out water penetration depth test to evaluate the water resistance and durability of concrete structures which involves casting concrete samples using the concrete mix proportion adopted during the construction of the structure, curing the samples appropriately, securing the samples in the testing apparatus, monitoring the applied pressure over a specified duration, and measuring the depth of water penetration and complete, as instructed by Engineer-in-Charge. The necessary instruments/equipment required for the test will be provided by the department. |
| 19 | Carrying out non-destructive testing using a rebar detector to determine the location of reinforcement, concrete cover depth, and diameter of RCC reinforcement bars, including surface preparation, grid marking as per the relevant procedures and complete as instructed by the Engineer-in-Charge. The necessary instruments/equipment required for the test shall be provided by the department. |
| 20 | Sampling and conducting Sulphate test of hardened concrete samples by crushing the sample, mixing with distilled water, preparing required solution and complete, as instructed by the Engineer-in-charge. The necessary instruments/equipment required for the test will be provided by the department. Note: Cleaning the apparatus, testing area and arranging back the materials in their respective areas also includes the work. Overall rebate (Optional) INR Zero Only Please Enable Macros to View BoQ information Government of India Department of Atomic Energy Indira Gandhi Centre for Atomic Research CIVIL ENGINEERING GROUP Name of work : Condition assessment of concrete structures (Phase-III) for various buildings at IGCAR, Kalpakkam. Tender No. : CEG/IGC/2173/2026 INDEX Section Title Page No. VIII Instructions to contractors 2 Schedule of Quantities 1 - 5 Section VIII I. GENERAL INFORMATION FOR GUIDANCE OF TENDERERS |
| 21 | The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices. |
| 22 | The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based. |
| 23 | The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications. |
| 24 | All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same. |
| 25 | Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section VII of the tender and as such the rates quoted must be all inclusive. |
| 26 | Contractor shall make his own arrangements for construction water supply to carryout this work. |
| 27 | If contractors need any clarification they are required to contact the Chief Engineer, Civil Engineering Group, Indira Gandhi Centre for Atomic Research, Central Design Office, Kalpakkam 603 102, Kancheepuram District, Tamilnadu. (Telephone STD Code: 044 – 27480306) ----- Government of IndiaDepartment of Atomic EnergyIndira Gandhi Centre for Atomic ResearchCivil Engineering Group TENDER DOCUMENT FOR Cleaning of Storm water drains and roads in Southern side of IGCAR Premises during the year 2024-2025 at Kalpakkam. Tender No. CEG/IGC/1937/2023 Part – II : Financial Bid (Section - VIII) INDEX Sl. No. Title Page No. |
| 28 | Schedule of Quantities 1 - 2 |
