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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LQualified 14 C ARAWALI ENCLAVE GMS ROAD GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | ₹1.5 L | L1 | Qualified MSE, MII, Category: General |
| 2 | L2₹2.0 L+₹55,400 (37.9%)Qualified | ₹2.0 L+₹55,400 (37.9%) | L2 | Qualified MII |
| 3 | L3₹2.3 L+₹86,400 (59.1%)Qualified | ₹2.3 L+₹86,400 (59.1%) | L3 | Qualified MII |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
21 Jun 2022, 1:00 pmClosed
Consultancy for design of one 10000 Gallon water tank
3486830
GEM/2022/B/2256265
Consultancy for design of 10000 Gallon Structual designed as per the latest relevant I.S codes of s
30 days
Uttarakhand; Almora
Total value wise evaluation
BOQ
2 documents required · 2 mandatory
₹31
Exempted
21 Jun 2022
11 Jun 2022
21 Jun 2022
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Consultancy for design of 10000 Gallon Structual designed as per the latest relevant I.S codes of steel structure. | Structual designed as per the latest relevant I.S codes of steel structure & its foundation by the structural Civil Engineering and proof checking by the structural engineering faculty/ professor of the recognized engineering college/Institute litre capacity hot press moulded GRP panel water storage over head tank, base sides supporting arrangement base platform side railings, free overhang walkway with proper rain water drainage alround the overhead water tank, insoection ladder placed within the steel staging with sufficient flights & landings for easy gradient and safe access with the steel railing with sufficient arrangement of steel brackets/members transferring of load/thrust of pipes on the opening made in tank etc. (a) Chacked final design calculation & eight sets of proof checked final structural working details drawings including shop drawings signed by the structural disigner & the proof checking authority alongwith one soft copy of the working drawings & shop drawings shall be self explanatory and shall display the entire required information including information for the fabrication of the component parts of the structural including the location,type , size, length and details of rivers, bolts or welds by complete in all respects including supplying of three sets of proof specification of work complete as per design requirements. | 1 | Each | ALMORA | 30 |
| 2 | Soil investigation Determining of SBC by Manual boaring 100 mm dia bore hole up 6 Mtr depth and performing SPT as per IS-2131 of 1996. | Det 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 four,6 Mtr depth of each i.e total twenty four RM. | 24 | RM | ALMORA | 30 |
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bid_3486830.pdf
GEM_BID
tank_2022-06-11-12-07-58_04e8d3bdb5d3ad848ae4dff8ba62668c.pdf
BOQ
boq_item_sample_file-3_2022-06-11-12-07-58_a574c19cff75d1474d8e4905c54b0a06.csv
BOQ
gtc.pdf
OTHER
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