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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LQualified 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | ₹1.4 L | L1 | Qualified MSE, Category: General |
| 2 | L2₹1.6 L+₹15,000 (10.5%)Qualified | ₹1.6 L+₹15,000 (10.5%) | L2 | Qualified MSE, Category: General |
| 3 | L3₹1.6 L+₹20,000 (14.0%)Qualified | ₹1.6 L+₹20,000 (14.0%) | L3 | Qualified MSE, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
24 Mar 2026, 7:00 pmClosed
SOIL INVESTIGATION
8966766
GEM/2026/B/7222181
Two Packet Bid
Title1,Title2,Title3,Title4,Title5
Himachal Pradesh; Shimla
Total value wise evaluation
BOQ
5 documents required · 5 mandatory
1 yrs
₹1 L
₹1 L
10%
Exempted
Yes
25 Mar 2026
13 Mar 2026
24 Mar 2026
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Title1 | Mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site | 1 | Per Loc | Shimla | 30 |
| 2 | Title2 | Provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal N 100 whichever meet first conducting standard penetration test as per IS 2131 1981 reaffirmed 2016 Test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less | 20 | Per Meter | Shimla | 30 |
| 3 | Title3 | Conducting following lab test on bore collected soil sample
i Direct Triaxial shear Test
ii Grain distribution curves & Pattern in bore holes
iii Bulk density
iv Natural Moisture Content
v Dry Density
vi Water Table
vii Specific gravity
viii Atterberg limit
ix Hydrometer analysis
x Liquid & Plastic limit
xi Swelling Index | 2 | Each Bore Hole | Shimla | 30 |
| 4 | Title4 | Collection of lab test data Calculation of Gross and Net safe Bearing Capacity and preparation of report on minimum 80 GSM A4 size white paper duly spiral bound in quintuplet duly vetted by any IIT NIT Vetting shall not be in the personal Capacity of the Professor For foundation report shall recommend type of foundation and sizes at different depths below NGL including size Gross and net Safe Bearing capacity | 1 | One Job | Shimla | 30 |
| 5 | Title5 | i Photographic record of geo exploration as well as testing shall also part of the report
ii Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil
iii Swelling index and swelling pressure in respect of black cotton soil and its depth layer if any
iv Depth of Gr water Table GWT in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station
v Recommendation for filling under floors
vi RL of Ground level Foundation level with ref to a BM should invariably be mentioned in the soil investigation report | 1 | One Job | Shimla | 30 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
bid_8966766.pdf
GEM_BID
dcs_soil_1_2026-02-11-12-31-11_5ee5025cd006711898d1e6f66bd55421.pdf
BOQ
boq_item_sample_file_-8_2026-02-11-12-31-11_775231ee7cb6aa055d4af9cd749b54bb.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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