Tender For Soil Investigation For Furniture Shed At Cgra Naliya
Tender Overview
Project Description
tender for Soil Investigation For Furniture Shed At Cgra Naliya , soil investigation for furniture shed as per is1892 of 1979 ( a ) arrangement of manpower and machinery for drilling 150mm dia bore hole in ground up to depth of 10 m conducting std penetration test , conducting lab test and submission of proper analytical and graphical report with detail caculation and design of soil bearing capacity , soil bearring pressure type of foundation etc as per provision following reports /test appl . a ) bore hole data upto 10 . 00 mtr depth , ( b ) profile of all bore holes , ( c ) soil bearing capacity at recommended depth of foundation i . e . 1 . 50 m , 2 . 00m & 2 . 50m , ( d ) spt test result ( n values ) , ( e ) chemical test of ground water , ( f ) ground water table , ( g ) crushing strength of any hard rock recover , ( h ) sbc for ground type foundation , ( i ) existing water table , ( j ) photographic record of geo-exploration as well as testing . ( k ) recommendation as regards possibility of liquefaction of soil , ( l ) recommendation for filling under floor .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-May-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 01-Jun-2021 |
BOQ
| Name of Work : Soil investigation for Provision of furniture shed at CGRA Naliya | ||||
|---|---|---|---|---|
| Item Description | Item Code / Make | Quantity | Units | |
| 1 | Soil investigation for furniture shed as per IS1892 of 1979\n(a) Arrangement of manpower and machinery for drilling 150mm dia bore hole in ground up to depth of 10 m conducting std penetration test ,conducting lab test and submission of proper analytical and graphical report with detail caculation and design of soil bearing capacity, soil bearring pressure type of foundation etc as per provision following reports /test appl.\na)bore hole data upto 10.00 Mtr depth, (b) profile of all bore holes, (c)soil bearing capacity at recommended depth of foundation i.e. 1.50 m, 2.00m & 2.50m, (d)SPT test result(N values), (e)chemical test of ground water, (f)ground water table, (g)crushing strength of any hard rock recover , (h)SBC for ground type foundation , (i)existing water table, (j)Photographic record of Geo-exploration as well as testing.(k) Recommendation as regards possibility of liquefaction of soil, (l) Recommendation for filling under floor. | 3 | Each Point |
AI Tender Summary
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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