Indian Oil Corporation Limited-IOCL has published Tender For Replacement, Relocation And Standardization Of Test Lead Points In Cm Section Under Wrpl Chaksu Jurisdiction. Submission Date for this Tender is 08-05-2024. Mechanical engineering Service Tenders in chaksu Rajasthan. Bidders can get complete Tender details and download the document.
FileName | File Description | File Size |
a537ca3a-1c15-4789-9b45-46316a5fc42a.html | Tender Notice | 0 KB |
BOQ_186902.xls | Tender Document | 0 KB |
FAQs-IOCL-Online-EMD.pdf | Tender Document | 0 KB |
Special_Instructions_to_t_1.pdf | Tender Document | 0 KB |
TDCHTS242502.pdf | Tender Document | 0 KB |
Tender-Acceptance-Format.pdf | Tender Document | 0 KB |
Tendernotice_1.pdf | Tender Document | 0 KB |
Sl. No. | Item Description |
1 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricate Type A (With Ingress Protection IP:55) |
2 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricate Type B (With Ingress Protection IP:55) |
3 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricate Type C (With Ingress Protection IP:55) |
4 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricate Type D (With Ingress Protection IP:55) |
5 | Test Lead Point : Supply, installation, testing & commissioning of Test Lead Point (TLP) fabricate Type DAC (With Ingress Protection IP:55) |
6 | Application of Powercrete R-95: Flood coating by R-95 Powercrete Liquid epoxy paint (Consisting Part A & Part B mixed in ratio as per manufacture recommendation over mainline pipe/ leak clamp/ sleeve etc. including surface preparation as per tender specification & application of liquid epoxy paint (Powercrete R-95) over finished surface. The cost includes all materials( liquid epoxy R-95) consumables, labour etc. The thickness of flood coating shall be 900-1000 micron. |
7 | Excavation: Earth work in excavation in all kinds of soil, both wet & dry condition (except hard rock requiring blasting, chiselling / pneumatic drilling) for foundation, substructures, trenches, sumps, pits etc. to the following depths including shoring, strutting, trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including bailing out of water (if any), stacking selected excavated earth for backfilling, filling available excavated earth in trenches, foundation, plinth etc. and/or disposing the excess earth outside IOCL premises to an unobjectionable area with all leads & lifts, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer/EIC. All kind of soil except hard rock (Measured from original ground level) |
8 | Backfilling: Backfilling of Excavated Pit / Trecnch:Backfilling of the excavated pit/trench by Hydraulic means (JCB)/Manual Means, soil (excluding rock) removed during excavation of trench (stored within 50 m radius of the excavated trench). |
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