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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LQualified EDGE CONSULTANTS HARSH PRASAD 108 ROSE BLOCK OCEAN PARK NIPPANIA NIPPANIA INDORE MADHYA PRADESH 452003 | INDORE | MADHYA PRADESH | 452003 | L1 | Qualified MSE, MII, Category: OBC | |
| 2 | L2₹2.2 L+₹1.1 L (102.8%)Qualified LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | L2 | Qualified MSE, MII, Category: General | |
| 3 | L3₹4.9 L+₹3.8 L (357.0%)Qualified TOP FLOOR PEHOWA AAKASH MARKET BHOR SAIDA VILLAGE TOWN GARHI RORAN 152 CITY KURUKSHETRA KURUKSHETRA HARYANA 136119 INDIA | KURUKSHETRA | HARYANA | 136119 | L3 | Qualified MSE, MII, Category: General | |
| 4 | Disqualified | - | Disqualified MSE, MII, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
16 Mar 2026, 1:00 pmClosed
To carryout the test to ascertain in soil profiles
150mm dia bore holes as per latest IS specification
No of bore hole 02 Nos
Depth of each bore holes 15 Mtr
Collection of disturbed and undisturbed soil sample
Conducting lab test on disturbed soil samples
Sieve analysis
Atterbergs limit
Natural moisture content
Particle size analysis test
Bulk density
Conducting lab test on undisturbed soil samples
Specific gravity
Free swell index and swelling properties of soil
Organic mater in soil if any
Consolidation test compressed index value
Triaxial compression test and determination of shear parameters
Harmful salt complete investigation as already ref
Note a Submission of Four copies of test reports with detailed description
Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank
RCC overhead tank of 10000 gallon capacity
RCC framed construction on permanent specifications should be considered for the subject bldg
Staging height of the 15m from GL
RCC dome should be designed
Note a Analysis and designing shall be done at STAAD PRO structural software
Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS
Note c Structural Design or Drawings shall be vetted from IITs or NITs
Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes
Note e The Soil Investigation report shall be given to department for the foundation design of the buildings
Note f The Design folder With Original Tracings of Design or Drawings shall be submitted
Preparation of BOQ and estimate comma rate analysis and Yardstick
9004136
GEM/2026/B/7255157
Two Packet Bid
To carryout the test to ascertain in soil profiles,150mm dia bore holes as per latest IS specificat
Uttar Pradesh; Lucknow
Total value wise evaluation
BOQ
4 documents required · 4 mandatory
2 yrs
₹1 L
₹4 L
50%
Exempted
Yes
20 Apr 2026
6 Mar 2026
16 Mar 2026
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | To carryout the test to ascertain in soil profiles | To carryout the test to ascertain in soil profiles and proportion to determine safe bearing capacity complete with field and lab investigation as per latest relevant IS specification of 1992 dash 1993 comma 2131 and 950 Part dash I comma 6403 comma 1498 and 2720 Conducting soil investigation for following | 1 | Each Job | ageafmem@232 | 60 |
| 2 | 150mm dia bore holes as per latest IS specification | 150mm dia bore holes as per latest IS specification upto depth for each bore hole as specified below | 1 | Each Job | ageafmem@232 | 60 |
| 3 | No of bore hole 02 Nos | No of bore hole 02 Nos | 1 | Each Job | ageafmem@232 | 60 |
| 4 | Depth of each bore holes 15 Mtr | Depth of each bore holes 15 Mtr | 1 | Each Job | ageafmem@232 | 60 |
| 5 | Collection of disturbed and undisturbed soil sample | Collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per latest relevant IS Code | 1 | Each Job | ageafmem@232 | 60 |
| 6 | Conducting lab test on disturbed soil samples | Conducting lab test on disturbed soil samples as considered necessary as per latest relevant IS specification of 2720 | 1 | Each Job | ageafmem@232 | 60 |
| 7 | Sieve analysis | Sieve analysis | 1 | Each Job | ageafmem@232 | 60 |
| 8 | Atterbergs limit | Atterbergs limit | 1 | Each Job | ageafmem@232 | 60 |
| 9 | Natural moisture content | Natural moisture content | 1 | Each Job | ageafmem@232 | 60 |
| 10 | Particle size analysis test | Particle size analysis test | 1 | Each Job | ageafmem@232 | 60 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
bid_9004136.pdf
GEM_BID
specification_document_2026-02-18-11-22-46_ac24d078afcce4fe65034c97bf069f0d.pdf
BOQ
boq_item_sample_file_-1_2026-02-18-11-22-46_75b3fa97abb624392176f0564afcd8c2.csv
BOQ
list-of-categories-where-trials-are-allowed_1712126171.pdf
OTHER
gtc.pdf
OTHER
list-of-categories-where-trials-are-allowed_1712126171.pdf
GEM_OTHER • 0.52 MB
gtc.pdf
GEM_OTHER • 0.70 MB
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