Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LQualified 154 AND 155 154 155 E 19 SECTOR 3 ROHINI OTHER DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | ₹2.0 L | L1 | Qualified MSE, Category: General |
| 2 | L2₹2.5 L+₹58,789 (30.0%)Qualified 14 C ARAWALI ENCLAVE GMS ROAD GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | ₹2.5 L+₹58,789 (30.0%) | L2 | Qualified MSE, Category: General |
| 3 | L3₹3.5 L+₹1.5 L (78.6%)Qualified FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹3.5 L+₹1.5 L (78.6%) | L3 | Qualified MSE, Category: OBC |
Tender Value
₹2.4 L
EMD Value
Exempted
Closing Date
11 Feb 2023, 2:00 pmClosed
Soil investigation and consultancy work
4352917
GEM/2023/B/3063773
Two Packet Bid
Soil investigation and Consultancy work for provn of construction of one company area post with ove
30 days
Uttarakhand; Almora
Total value wise evaluation
BOQ
4 documents required · 4 mandatory
₹31
Exempted
18 Feb 2023
1 Feb 2023
11 Feb 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil investigation and Consultancy work for provn of construction of one company area post with overhead shed for trg bn, Rkt | (1) Determining of SBC by Manual boaring 100 mm dia bore hole up 6 Mtr depth and performing SPT as per IS-2131 of 1996 collection of disturbed/undisturbed soil sample take for test.In case of gravely strata as refusal the open pit of 2 mtr depth work as dir by Eng-in-charge&submission of test report in Pentuplicate.(ii)Conduct of necessary test as per relevant IS-Code 2016/Sp-36 on all collected samples incl the fwg.Alterberg Limits (Liquid limit,Plastic limit & Shrinkage limits),Natural moisture content,Wet&dry density of soil,Soil particle size distr,Triaxial shear test,Shrinkage test,Consolidation test,Specific gravity test for sand&rock,Crushing strength of rock,Permeability test,Chemical Analysis of grnd water sample,Free soil index,Chem Analysis of soil (iii)Submission of report of soil investigation alongwith photos in pentuplicate duly annotated. No of holes for SBC equal to two,6 Mtr depth of each i.e total twelve RM. (2) Carrying out topographical survey of the area with total station, Detailed Building Arch & Structrual drawing duly vetted by IIT / Govt Engineering College, Carrying out the detailed design of area drainage for entire area, Providing / marking depth/ invert level of sewage line for all buildings in correlation with existing sewage line, Providing / marking depth/ invert level of protective work required w.r.t topography/ level of ground for all building, Preparation of RL of Regt Area w.r.t. permanent / temporary bench mark and calculation of quantities of earth in cutting & filling as per longitudinal/traverse slope of building & its services complete. Rest all as specified as per Ser No 1 & 2 of attached specification doucments & directed by Engr-in-charge. | 1 | Job | BSORKT | 30 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
bid_4352917.pdf
GEM_BID
trrg-bn_2023-02-01-13-38-05_e8186da1e7f8a048694ce08100a432d1.pdf
BOQ
boq_item_sample_file-coy-overhead3c787afcf45e_2023-02-01-13-38-05_8d2c191af85d11114c3178503b7128c5.csv
BOQ
gtc.pdf
OTHER
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .