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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LQualified WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | L1 | Qualified MSE, MII, Category: General | |
| 2 | L2₹3.9 L+₹42,960 (12.5%)Qualified | L2 | Qualified MSE, MII, Category: General | |
| 3 | Disqualified C 401 410 KUKREJA CENTRE PLOT NO 13 SECTOR 11 CBD BELAPUR NAVI MUMBAI MAHARASHTRA CBD BELAPUR NAVI MUMBAI THANE MAHARASHTRA 400614 | THANE | MAHARASHTRA | 400614 | - | Disqualified MSE, Category: General | |
| 4 | Disqualified 154 AND 155 154 155 E 19 SECTOR 3 ROHINI OTHER DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | - | Disqualified MSE, Category: General | |
| 5 | Disqualified SF 24 SIDDHA VINAYAK APPARTMENT ABHAY KHAND 3 SHIPRA MALL ROAD INDIRAPURAM GHAZIABAD UTTAR PRADESH 201014 | GHAZIABAD | UTTAR PRADESH | 201014 | - | Disqualified MSE, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
19 Jan 2023, 7:00 pmClosed
Soil Investigation
4247649
GEM/2023/B/2965498
Two Packet Bid
Soil Investigation,Soil Investigation,Soil Investigation,Soil Investigation,Soil Investigation,Soil
30 days
Maharashtra; Thane
Total value wise evaluation
BOQ
2 documents required · 2 mandatory
2 yrs
Exempted
19 Jan 2023
9 Jan 2023
19 Jan 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil Investigation | Material and labour for carrying out soil investigation by drilling bore holes of 100mm dia in any type of soil upto a depth not exceeding 5m below the existing ground level conduction in situ SPT taking out undisturbed samples in standard samples transportation to laboratory drilling through boulders and weathered rock formation if any etc. all inclusive complete all as specified and as directed. | 15 | RM | SCGupta@GEAFT | 30 |
| 2 | Soil Investigation | Add all as per item No.1 above but depth of bore holes exceeding 5m but not exceeding 10m all as specified | 15 | RM | SCGupta@GEAFT | 30 |
| 3 | Soil Investigation | Material and labour for carrying out soil investigation in rock drilling (rotary drilling) to a maximum depth of 3 mtr in hard confined and continuous rock foundation and the submission of same in property | 9 | RM | SCGupta@GEAFT | 30 |
| 4 | Soil Investigation | Consolidation core tests on undisturbed clayey samples (dia of sample 65-70mm)
Note Following information shall be submitted along with the consolidation test report (a) EO long curve (b) time rate of settlement (c) CO valve (d) IO valve(e) Natural moisture content | 3 | Each | SCGupta@GEAFT | 30 |
| 5 | Soil Investigation | Unconsolidation and undrained triaxial shear tests on soil using the undisturbed samples (minimum dia of test samples shall be 37.5mm and obtained from undisturned samples and each test shall be based on test results of specimen from the same sample)
Following information shall be submitted with the shear test report. (a) Effective shear strength parameter C (b) Chemical analysis of solic (c) C-Q curves with mohr diagram (d) Natural moisture contents (e) Index properties (f) density of soil | 3 | Each | SCGupta@GEAFT | 30 |
| 6 | Soil Investigation | Crushing strength of Hard rock samples recovered from drilling through hard rock strata all as defined under item No. 3 of Sch �A� herein before | 3 | Each | SCGupta@GEAFT | 30 |
| 7 | Soil Investigation | Chemical analysis is of water for ph sulphate and chloride contents. | 3 | Each | SCGupta@GEAFT | 30 |
| 8 | Soil Investigation | Mobilization of tools and plant | 1 | Each | SCGupta@GEAFT | 30 |
| 9 | Soil Investigation | Submission of report in 5 Nos hard copy and 01 Nos of soft copy in 1 No. CD | 1 | LS | SCGupta@GEAFT | 30 |
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bid_4247649.pdf
GEM_BID
specification_2023-01-09-18-50-05_6052e8a1591c535dd75ca55f53c61010.pdf
BOQ
boq_item_sample_2023-01-09-18-50-05_a151599b3e2718ca7e4cbf2b0882a211.csv
BOQ
OTHER
gtc.pdf
OTHER
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