}

Tender For Feasibility Study By Conducting Impact Assessment And Soil Investigation For The Construction Of New 10000 Mt Ammonia Storage Tank And Allied Structures At Wi Near Fact Ammonia Berth And Q4 Berth, Ernakulam-Kerala

Fertilisers And Chemicals Travancore Limited has published Tender For Feasibility Study By Conducting Impact Assessment And Soil Investigation For The Construction Of New 10000 Mt Ammonia Storage Tank And Allied Structures At Wi Near Fact Ammonia Berth And Q4 Berth. Submission Date for this Tender is 07-01-2023. Tanks and Cylinders Tenders in Ernakulam Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

34895518
Corrigendum : Tender For Feasibility Study By Conducting Impact Assessment And Soil Investigation For The Construction Of New 10000 Mt Ammonia Storage Tank And Allied Structures At Wi Near Fact Ammonia Berth And Q4 Berth
Open Tender
Indian
Kerala
Ernakulam
07-01-2023

Tender Details

Feasibility Study By Conducting Impact Assessment And Soil Investigation For The Construction Of New 10000 Mt Ammonia Storage Tank And Allied Structures At Wi Near Fact Ammonia Berth And Q4 Berth Feasibility Study By Conducting Impact Assessment And Soil Investigation For The Construction Of New 10000 Mt Ammonia Storage Tank And Allied Structures At Wi Near Fact Ammonia Berth And Q4 Berth, As Per Tender Documents.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Dec-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-12-2022
2 20-Dec-2022 Date Extension Date 27-12-2022
3 27-Dec-2022 Date Extension II Date 02-01-2023
4 02-Jan-2023 Date Extension-III Date 07-01-2023

Key Value

Document Fees
Refer document
EMD
INR 25000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Feasibility study by conducting Impact Assessment and Soil Investigation for the construction of new 10000 MT Ammonia Storage Tank and allied structures at WI near FACT Ammonia Berth and Q4 berth.
Sl. No. Item Description
1Mobilisation of all necessary equipment and personnel at the proposed location including setting up of equipment at various test locations, shifting from one location to the next location and dismantling, demobilising the same after completion of work.
2Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: From Ground level up to 10m depth.
3Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 10m to 20m depth below Ground level.
4Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 20m to 30m depth below Ground level.
5Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 30m to 40m depth below Ground level.
6Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 40m to 50m depth below Ground level.
7Boring 150mm minimum diameter bore holes through different strata except boulders and hard rock including conducting standard penetration test and collection of samples from split spoon and disturbed samples from soil layers as specified: Beyond 50 m depth below Ground level.
8Drilling through hard rock/ boulders using Rotary Drilling and collection of core samples with Nx size coring bits including preservation of core samples in standard core boxes as specified.
9Determination of ground water level and collection of water samples as specified or as directed by the Engineer-in-charge.
10Collection of undisturbed soil samples including sealing the sampling tube, handling, transportation, etc. complete.
11Conducting Electrical Resistivity Test as specified.
12LABORATORY TESTS - Natural moisture content
13LABORATORY TESTS - Bulk and dry density test
14LABORATORY TESTS - Grain size analysis. Sieve analysis
15LABORATORY TESTS - Hydrometer analysis
16LABORATORY TESTS - Atterberg limits
17LABORATORY TESTS - Specific gravity
18LABORATORY TESTS - Unconfined compression test
19LABORATORY TESTS - Tri-axial (CD) test
20LABORATORY TESTS - Consolidation test
21LABORATORY TESTS - Direct shear test
22LABORATORY TESTS - Uniaxial Compressive Strength of Rock
23LABORATORY TESTS - Chemical analysis of ground water samples including determination of sulphate, chloride, carbonate, PH value, etc
24LABORATORY TESTS - Chemical analysis on soil samples to determine sulphate, chloride, carbonate, PH value, etc.
25Submission of final soil investigation report (5 copies) outlining the complete investigation works with the analysis of results, bore log details and recommendations for the foundation systems, etc. as specified, duly certified by competent Geotechnical Engineer as defined in specific requirement of work.
26"Boring and chiselling for 750 mm diameter bored cast in-situ through Direct mud circulation method as per IS 2911- Part 1/sec 2 up to a maximum depth of 60 m below the existing ground level at two locations specified within a distance of 100m. The rate shall include the cost for all plants, tools, materials labour and other services for boring the piles , shifting of equipment to test locations, including mobilisation and de-mobilisation of piling rigs, boring to the required depth and stabilisation of hole with bentonite slurry or other required material to suit site conditions, making channels in the ground for bentonite circulation, making service roads and arrangements for transportation and disposal of muck. (The muck will be treated as owned by the contractor and it will be the responsibility of the contractor to dispose the muck without causing environment damage with necessary permission from the concerned authority and consultant / client to be informed well in advance on the disposal methodology before starting the work."
27"Measurement of ambient vibrations / acceleration on existing nearby structures as specified in 31834-12-DA-003/22 before pile boring work for establishment of vibration baseline using triaxial sensors or geophone sensors or accelerometers. Measurement of vibrations/ acceleration on existing nearby structures as specified in 31834-12-DA-003/22 during pile boring / chiseling work using triaxial sensors or geophone sensors or accelerometers as specified at various distances from the source of energy both horizontal and vertical including equipment, manpower, etc complete."
28Preparation of detailed report including test procedure, modeling, analysis of test results and its computation, recommendations and remedial measures to be implemented for the safety of existing structures etc.
29Back filling of the pile bore already made for vibration measurement using approved materials properly compacted including cost of material, transportation, labour, machinery, etc complete.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail