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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LQualified | L1 | Qualified MSE, Category: OBC | |
| 2 | L2₹4.8 L+₹500 (0.10%)Qualified M S CARD HOUSE RANGAGORA ROAD DISTRICT TINSUKIA ASSAM 786125 | TINSUKIA | ASSAM | 786125 | L2 | Qualified | |
| 3 | L3₹4.8 L+₹700 (0.15%)Qualified | L3 | Qualified MSE, Category: General | |
| 4 | Disqualified 96 BARTHAKUR MILL ROAD ULUBARI KAMRUP ASSAM 781007 | KAMRUP METRO | ASSAM | 781007 | - | Disqualified MSE, Category: General | |
| 5 | Disqualified 00 TENGNAMARI ABHAYAPURI BONGAIGAON ASSAM 783384 | BONGAIGAON | ASSAM | 783384 | - | Disqualified MSE, Category: OBC |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
17 Nov 2025, 2:00 pmClosed
Soil investigation drilling
Profile of all bore hole
Bearing capacity
Crurshing strength
Samples of soil
8492041
GEM/2025/B/6807032
Two Packet Bid
Soil investigation drilling
15 days
Dhemaji
Total value wise evaluation
BOQ
6 documents required · 6 mandatory
2 yrs
40%
Exempted
18 Oct 2025
18 Oct 2025
17 Nov 2025
Soil investigation drilling
Profile of all bore hole
Bearing capacity
Crurshing strength
Samples of soil
(a) Soil investigation:- Drilling of 1 Nos of Bore hole of 100mm dia by mechanically operated rotatory drilling for soil investigation in any type if soil including boulders
weathered rock and 76mm dia hole in hard rock by diamond cutting to depth 15m as directed by engineer in charge along with SPT at every 1.5m from GL till excepted depth SPT and other test required for designing the foundation of building. Test report should include all the test required for designing the foundation such as STP valve bore logs soil clarification aslo should cover the general recommendations for the proposed type of foundation system
safe bearing capacity likely total settlement etc
the report shall be submitted in quadruplicate duly bounded in presentable manner. The cost of submission of such reports and samples of soil. 1) The quantites mentioned above are tentative
these will be measured and paid actually executive at site. 2) Work is in restricted area
No water will be supplied by department. 3) The report should contain following for further ref duly bounded in book from as per standard practice in quadruplicate. (a) Bore hole chart (b) Profile of all bore hole (c) Bearing capacity calculation (d) Ground water table if encounter (e) Physical & chemical properties of soil/rock as per relvent IS provision (f) Consolidated test of undisturbed clay sample (g) Unconsolidated and undersized triaxial shear (h) Chemical analysis of ground water PH
sulphate Ch (j) Crurshing strength of hard rock sample recovered through hard rock (k) Effect of varation in depth of bore holes due to strata at shallow/greater depth shall be considered. Bid Number : GEM/2025/B/6807032 Dated : 18-10-2025 Bid Document 1/8
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bid_8492041.pdf
GEM_BID
list-of-categories-where-trials-are-allowed_1712126171.pdf
OTHER
gtc.pdf
OTHER
adobe_scan_oct_18__2025_-2_2025-10-18-13-00-16_c8be333e3ca7b639eb95fc3054405690.pdf
BOQ
mw_sigar_-i_-south-_002_2025-10-18-13-00-16_d8b0388d5c94195d4d94e1d4876a0596.csv.pdf
BOQ
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