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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79,990Accepted-Finance | L1 | Accepted-Finance Lowest | |
| 2 | L2₹1.0 L+₹22,510 (28.1%)Rejected-Finance HOUSE NO 369 ASNABAD RANCHI PATNA ROAD JHUMRI TELAIYA KODERMA JHARKHAND 825409 | KODERMA | JHARKHAND | 825409 | L2 | Rejected-Finance Not lowest |
Tender Value
₹85,000
EMD Value
₹17,000
Closing Date
4 Sept 2024, 6:00 pmClosed
CWE AF TUGHLAKABAD
HQ CWE AF TUGHLAKABAD AF STATION, TUGHLAKABAD PO SANGAM VIHAR NEWDELHI-110080
Consultancy, Soil Investigations charges for Architectural ,Structural Design and Preparation of estimated Bill of quantities
2024_MES_665148_1
31023/03/e3
Open Tender
Civil Works
Works
30 days
GE (AF) Gurgaon No.1
As per NIT conditions
5 documents required · 5 mandatory
₹0
₹17,000
Yes
17 Sept 2024
10 Jul 2024
6 Sept 2024
10 Jul 2024
4 Sept 2024
17 Jul 2024
Amount
Consultancy for Soil Investigation, Architectural Drawing/Structural Design/Drawing & preparation of Estimates for the work for Provision of Visitor Room and Associated works at 13 BRD, AF Gurgaon No 1. The scope of work is as under:-
(a) (i) The 1 No RCC bldg of plinth area 75.85 Sqm shall be framed Structure with RCC roofing, double story building . (ii) Preparation of arch drawing in consult with CWE/GE. (iii) Structural design of building preparation of structural Drgs & vetting of structural design from IIT, NIT/Govt Engg College. (iv) Drgs will be submitted in original tracing, soft copy in drawing format & PDF format & 5 sets of print on A1 Size. (V) Preparation of BoQ and Yardstick as per the approved architectural and structural drgs based on SSR 2020.
(b) Soil investigation at site at 13 BRD under of GE (AF) Gurgaon No 1 as per details given below: - (i) Mobilization on mechanical drilling equipment and shifting of entire arrangement as required /directed by GE/AGE. (ii) Boring 150mm dia bore holes 01 No upto 6 mtr depth from GL through following strata:- (aa) any type of soil, (ab) Soft rock (ac) Hard rock. (iii) Collection of undisturbed soil sample at 1.5 mtr internal or at change of strata in 100 mm bore thin walled tube including waxing sealing, packing and transporting of the job. (iv) Carrying out standard penetration Test (SPT) including collection of disturbed soil samples in bore holes at very 1.5 mtr depth or any charge of strata and submit the report with all requisite data. (v) Conducting necessary test as per relevant IS codes/ SP 36 on all collected samples with include the determination of following :-(aa) Atterberg limits (ab) Natural moisture content. (ac) Wet and dry density. (ad) Soil particle size distribution. (ae) Bore log data sheet using sieve/hydrometer analysis. (af) In-axial shear test ‘C’ & Ø determination (ag) Specific gravity test. (ah) Calculation of SBC. (aj) water table . (vi) Recommendation of type of fdn viz shallow, deep/pile/raft required considering soil strata. (vii) Assessment of SBC for shallow foundation. (vii) Submission of soil testing report in triplicate. Note :- The consultant shall visit the proposed site and measure the proposed site in consultation with GE/AGE before preparation of Architectural/ Structural drg/Design and drg shall be prepared based on availability of site.
ENGINEERS AND CONSULTANCY (BID ID -3070275)
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