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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26,950Qualified SF 24 SIDDHA VINAYAK APPARTMENT ABHAY KHAND 3 SHIPRA MALL ROAD INDIRAPURAM GHAZIABAD UTTAR PRADESH 201014 | GHAZIABAD | UTTAR PRADESH | 201014 | ₹26,950 | L1 | Qualified MSE, MII, Category: General |
| 2 | L2₹29,645+₹2,695 (10.0%)Qualified | ₹29,645+₹2,695 (10.0%) | L2 | Qualified MSE, MII, Category: General |
| 3 | L3₹32,610+₹5,660 (21.0%)Qualified | ₹32,610+₹5,660 (21.0%) | L3 | Qualified MSE, MII, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
16 Sept 2023, 3:00 pmClosed
SOIL INVESTIGATION
5283447
GEM/2023/B/3922852
Two Packet Bid
Soil investigation work at Air force Stn Jaisalmer,Boring log consist details,Boring log details -,
60 days
Rajasthan; Jaisalmer
Total value wise evaluation
BOQ
3 documents required · 3 mandatory
3 yrs
80%
Exempted
16 Sept 2023
6 Sept 2023
16 Sept 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil investigation work at Air force Stn Jaisalmer | 1. Mobilization and demobilization of tools oblique equipments and personnel required to execute the job as per specification, local transportation, lodging and boarding.etc as required and directed and carrying out Soil investigation work at Air force Jaisalmer Site as follows.
a. Mechanical drilling of Bore Holes 100mm dia in any type of soil oblique rock upto 6.0 mtr in depth, collection of disturbed and undisturbed samples of soil oblique rock and determining lab and field test reports as per the following -
b. No. of Bore Holes-01
c. Provide 4 set of Hard copy of detailed test reports . | 1 | JOB | agebr_geafjsm | 60 |
| 2 | Boring log consist details | Boring log consist of the following details
i. Location.
ii. Data performed.
iii. Type of exploration.
iv. Surface elevation.
v. Depth of materials.
vi. Sample identification numbers. | 1 | JOB | agebr_geafjsm | 60 |
| 3 | Boring log details - | Vii. Loc of water Table and Loc of HFL
Viii. SPT
ix. SPT Resistance Curve
x. Soil Classification IS 1498
xi. Grain Size Analysis IS 2720 Part 4
xii. Partcile size analysis IS 2720 Part 1. | 1 | JOB | agebr_geafjsm | 60 |
| 4 | Boring log details | xiii. Atterberg limits IS2720 Part 5.
xiv. Moisture density Relationship IS 2720 Part 7 and 8.
xv. Swelling Pressure test.
Xvi. Natural moisture content IS 2520 Part 2 and in-situ density.
Xvii. Specific gravity
xviii. Shear strength IS 2720 part 30 | 1 | JOB | agebr_geafjsm | 60 |
| 5 | Boring log detls | xix. UCS on at least two undisturbed samples from each bore holes.
xx. Free swell Index IS 2720 Part40.
xxi. Organic matter IS 2720 Part 22.
xxii. Permeability IS 2720 Part 36.
xxiii. Consolidation test IS 2720 Part 15.
xxiv. Safe bearing capacity along with recommendation for foundation at 1.50m,2.5m 3.50m,4.50m and 6.0 m.
Note - Test to done for both disturb and undisturb samples as per relevant IS Codes as applicable. | 1 | JOB | agebr_geafjsm | 60 |
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bid_5283447.pdf
GEM_BID
specification_2023-09-06-13-59-09_f94d2dc3401d67d4f3f56e7dcbaac06a.pdf
BOQ
boq_2023-09-06-13-59-09_875a2a95618f0bfac0ea58976683b600.csv
BOQ
gtc.pdf
OTHER
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