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Construction Of 25.0 M Single Span R.C.C.T-Beam Bridge Over Khadyad Khad On Maroa To Salahar Road At Rd 1/400 In Distt. Solan Himachal Pradesh.(Sh: Geo-Tech Investigation/Soil Bearing Capacity By Core Drilling For 1 No, Bridge), nalagarh-Himachal Pradesh

Public Works Department-PWD has published Construction Of 25.0 M Single Span R.C.C.T-Beam Bridge Over Khadyad Khad On Maroa To Salahar Road At Rd 1/400 In Distt. Solan Himachal Pradesh.(Sh: Geo-Tech Investigation/Soil Bearing Capacity By Core Drilling For 1 No, Bridge). Submission Date for this Tender is 31-07-2023. Road Work Tenders in nalagarh Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

38782068
Construction Of 25.0 M Single Span R.C.C.T-Beam Bridge Over Khadyad Khad On Maroa To Salahar Road At Rd 1/400 In Distt. Solan Himachal Pradesh.(Sh: Geo-Tech Investigation/Soil Bearing Capacity By Core Drilling For 1 No, Bridge)
Open Tender
Indian
Himachal Pradesh
nalagarh
31-07-2023

Tender Details

Construction Of 25.0 M Single Span R.C.C.T-Beam Bridge Over Khadyad Khad On Maroa To Salahar Road At Rd 1 / 400 In Distt. Solan Himachal Pradesh. ( Sh: Geo-Tech Investigation / Soil Bearing Capacity By Core Drilling For 1 No, Bridge )

Key Value

Document Fees
INR 350 /-
EMD
INR 5600.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of 25.0 m single span R.C.C.T-beam bridge over Khadyad khad on Maroa to Salahar road at RD 1/400 in Distt. Solan Himachal Pradesh. (SH: Geo-tech investigation/Soil Bearing capacity by Core drilling for 1 No, Bridge),
Sl. No. Item Description
1Geo-Tech Investigation for safe bearing capacity by conducting SPT upto depth 20m as per IS:1892 by core drilling, at 2 No. Bore hole locations ( Quantity 2x20 =40m) 1.1 Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe. 1.2 Collecting undisturbed soil samples at including waxing, labeling, handling and transporation etc. 1.3 Determination of Standard Penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon. 1.4 Determination of natural ground water table and collection of water samples from each bore holes. 1.5 To conduct tests on different samples in the laboratory as such as Grain size Analysis, Atterberg limits,Density, Consolidation test, Shear properties, natural moisture content, and determine the engineering characteristics of the soil. 1.6Presentation of data as per IRC:78 and work out the Bearing Capacity of the soil for design of the foundations for the construction of Proposed Bridges. 1.7 Silt factor Conditions: 1. 100 % payment will be released after submission of Report in Divisional office.
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