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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72,000Accepted-AOC 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹72,000 | L1 | Accepted-AOC Being L1 |
| 2 | L2₹72,500+₹500 (0.69%)Rejected-Finance LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | ₹72,500+₹500 (0.69%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹76,464+₹4,464 (6.20%)Rejected-Finance | ₹76,464+₹4,464 (6.20%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹92,040+₹20,040 (27.8%)Rejected-Finance | ₹92,040+₹20,040 (27.8%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹93,000+₹21,000 (29.2%)Rejected-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹93,000+₹21,000 (29.2%) | L5 | Rejected-Finance Being L5 |
Tender Value
₹1.1 L
Closing Date
3 Jan 2024, 6:00 pmClosed
GE (East) Prayagraj
Stanely road, Teliyarganj Prayagraj
Soil Investigation of provn of security wall of Galla Bazar area under GE (East) Prayagraj
2023_MES_633460_1
3008/JO/E3
Open Tender
Job Works
Item Rate
20 days
Prayagraj
As per NIT
4 documents required · 4 mandatory
₹0
Exempted
12 Feb 2024
19 Dec 2023
5 Jan 2024
19 Dec 2023
3 Jan 2024
20 Dec 2023
Amount
(1.) Transportation charges of all mechanism including loading and unloading of heavy girders T&P Technician etc complete from laboratory to work site and back. (2.) To carryout the test to ascertain the soil profiles to determine safe bearing capacity complete with filed and lab investigation according to relevant IS specification of 1992-1993, 2131 & 950 (Part-I), 6403,1492 & 2720 conducting soil investigation for following:- (a) 150 mm dia meter bore holes-12 Nos each bore hole depth 6.00m (b) Collection of disturbed and undisturbed soil sample at interval of 1.0 Mtr or at change of strata or as per relevant IS Code. (i) Sieve analysis (ii) Atterberg’s limits. (iii) Natural moisture content (iv) Particular size analysis test. (v) Bulk density. (c) Conducting lab test on undisturbed soil sample as considered necessary according to relevant IS specification of 2720:- (i) Sieve analysis (ii) Atterberg’s limits (iii) Natural moisture content (iv) Particular size analysis test (v) Bulk density.
Contd/... (vi) Specific gravity. (vii) Free swell index and swelling properties of soil. (viii) Organic matter in soil if any. (ix) Consolidation test (compressed index value) (x) Triaxial compression test and determination of shear parameters (C&C) test as per relevant IS. (xi) Harmful salt (Complete investigation as already ref) (xii) Ground water table (d) Recommendations on:- (i) Depth of foundation. (ii) Type of foundation. (iii) Digital photo graphs during sample collection lab testing. (e) Submission of:- (i) Submission of SIX copies of test reports with detailed description of field investigation, Soil classification and general nature of soil strata, water tables, Interpretation of test results, grains size distribution curves compressive index curves, site plan etc. Calculation of bearing, capacity will be governed generally as per IS 8009 (Pt-I)-1976, IS 2720 (Pt-II)-18980, IS 6403-1981, IS 1904-1978 & 1080-1985 and other relevant IS codes. The SBC of Soil to be worked out & recommendations on depth & type of foundation.
ALTRUIST GEOTECHNICAL SERVICES PRIVATE LIMITED
R.K.Enterprises
Sheltera consultants pvt ltd.
Shree Balaji Test House Pvt. Ltd.
National Soil Testing and Research Laboratories
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finance_709161.pdf
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