GAIL India Limited Tender

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GAIL India Limited - GAIL Tender

Services
Consultancy Services
Civil And Architectural Services
GEM
Opening Date29 Jan 2025
Closing Date19 Feb 2025
Tender Amount₹ 11,98,934.2 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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By Boring of minimum 150 mm dia boreholes as specified in specific requirement through all kinds of soil excluding hard rock

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-

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On River/ Water Bodies Bank

350

1222

427763

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On River/ Water Bodies Bank, by sides of Roads, Railways etc.

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-

-

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In River / Water Bodies Bed

75

1876

140715

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In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

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Drilling through rock/boulder strata

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-

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Drilling through rock/boulder strata (Considered when Rock quality designation (RQD) is min 25%) with minimum Nx size bit as per instruction of Engineer-in-charge.

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-

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On River/ Water Bodies Bank

50

2347

117395

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On River/ Water Bodies Bank, by sides of Roads, Railways etc.

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-

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In River / Water Bodies Bed

25

2751

68794

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In River / Water Bodies Bed including making necessary arrangement for supplying floating plate form, boring / drilling/ other associated equipment & shifting etc all complete. Note: Measurement should be for actual depth from bed level.

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Field Investigations

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Conducting Standard Penetration Tests

320

96

30867.2

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Conducting Standard Penetration Tests in Boreholes as specified.

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Collecting 100 mm dia undisturbed sample

64

72

4613.12

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Collecting 100 mm dia undisturbed sample form boreholes as specified.

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-

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Collecting Disturbed samples from Bore Holes

256

72

18452.48

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Collecting Disturbed samples from Bore Holes

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-

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Conducting the following laboratory tests

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Conducting the following laboratory tests in NABL or equivalent accredated labarotary as per ISO/IEC 17025

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Atterberg's Limit

320

59

18995.2

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Atterberg's Limit (Liquid Limit & Plastic Limit)

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-

-

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Natural Moisture Content

320

59

18995.2

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Bulk and Dry Density

320

59

18995.2

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Specific gravity and Void ratio

320

59

18995.2

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Ground Water level

20

96

1929.2

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Grain Size Analysis and IS Classification

320

59

18995.2

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Shear Strength Parameters

75

59

4452

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Shear Strength Parameters (Cohesion and Friction Angle)

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-

-

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Chemical Analysis of Soil

20

96

1929.2

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Laboratory test on rock sample

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-

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Laboratory test on rock sample as specified/ as decided by EIC

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-

-

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Core Recovery (RQD)

20

121

2438

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Mohr's Scale of Hardness

20

121

2438

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Point Load Test

20

121

2438

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Unconfined Compressive Strength

20

121

2438

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HYDROGRAPHICAL & HYDROLOGICAL SURVEY

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HYDROGRAPHICAL/TOPOGRAPHICAL & HYDROLOGICAL SURVEY: Conducting Topographic / Hydrographic survey for 50 meters on either sides of proposed pipeline alignment and dry bed shall be surveyed upto widths as mentioned below (refer note:1) and spot levels shall be taken at grids at 5m interval, as well as providing all men, tools, tackles, materials, survey boats, echo-sounder, drilling rigs, soil testing equipment, other equipment, other support facilities (including mobilization and demobilization and relocation of equipments, necessary plant and personnel at the sites on land and in water) necessary for the survey including collection of Historical / Hydrological data such as maximum velocity & discharge at HFL, scour bed level, width of water body at HFL ,other hydrological data and other river details such as meandering and river bed profile, existence of any bridge, hydraulic structure or reservoir within 10 Km U/S and D/S of the crossings for each river crossing site from the local / regional agencies such as CWC, Deptt of irrigation, Flood control Authority, PWD etc. and associated work and submitting Draft and Final Survey Report, Drawings, Maps, Data etc. (One Lot) in an approved format with full scale for Hydrological and Hydrographical Survey, Scour Depth, Stability of Bank Slopes, Analysis of pipeline depth and buoyancy calculations, Proposal for anti-buoyancy measures, Scour profile of the riverbed along the pipeline crossing along with scour calculations etc.,Technical Specification, in accordance with the implementation schedule and instructions of the Engineer-in-charge.The data shall be maximum of the recorded data in the last 25 years complete as listed in details in scope of work. All works completed in all respect. Note: i) The banks on either side shall be surveyed up to 600 meters for Yamuna River as per requirement. ii) Scour Calculation shall be in this scope. iii) A consolidated report in three sets with final drawings/data/documents (Paper copies in Colour) and soft copy (both pdf and editable copies) shall be submitted.

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Hydrographical/Topographical & Hydrological Survey report

1

362520

362520

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Yamuna River, (Bank to Bank width 350 m approx.)

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