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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71,960Accepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹71,960 | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹74,571+₹2,611 (3.63%)Rejected-AOC | ₹74,571+₹2,611 (3.63%) | L2 | Rejected-AOC other than lowest bidder |
| 3 | L3₹90,860+₹18,900 (26.3%)Rejected-AOC B 76 SECTOR 64 NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 RATNESH RAI B 76 SECTOR 64 NOIDA 201301 NOIDA NOIDA UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹90,860+₹18,900 (26.3%) | L3 | Rejected-AOC other than lowest bidder |
| 4 | L3₹90,860+₹18,900 (26.3%)Rejected-AOC | ₹90,860+₹18,900 (26.3%) | L3 | Rejected-AOC other than lowest bidder |
| 5 | L4₹94,500+₹22,540 (31.3%)Rejected-AOC FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹94,500+₹22,540 (31.3%) | L4 | Rejected-AOC other than lowest bidder |
Tender Value
₹1.0 L
EMD Value
₹2,065
Closing Date
30 Nov 2021, 6:00 pmClosed
GE (P) No 2 Meerut Cantt
GE (P) No 2 Meerut Cantt PIN-250001
Job Work Order (Soil Investigation)
2021_MES_487618_1
3004/Job/2021-22/05/E3
Open Tender
Job Works
Item Rate
30 days
Meerut Cantt
As per tender documents
6 documents required · 6 mandatory
₹0
₹2,065
Yes
3 Dec 2021
11 Nov 2021
2 Dec 2021
12 Nov 2021
30 Nov 2021
12 Nov 2021
Amount
(a) Boring holes supplemented with standard penetration test upto 10 mtr depth as per IS 1892:1979 with refusal as per IS upto 10 mtr collection of undisturbed and disturbed representative samples and corresponding trial pits (size 1.2m x 1.2m x 3m depth) 5 m away from each bore hole. (a) Location of water tables and location of HFL (b) SPT (c) SPT Resistance curve (d) Soil classification (IS 1498) (e) Grain size analysis (IS 2720) (f) Particle size analysis (IS 2720) (g) Atterberg limits, index properties (IS 2720) (h) Moisture density relationships (IS 2720) (j) Swelling pressure test (k) Natural moisture content (IS 2520) and in-situ density (l) Specific gravity (m) Triaxial shear test/Direct shear test (n) Unconfined compressive strength on at leat two undisturbed samples from each bore hole. (o) Free swell index (IS 2720) (p) Organic matter/Deleterious matter (IS 2720) (q) Permeability (IS 2720) (r) Consolidation test (IS 2720)
Note :- (a) The laboratory test of soil be carried out as per IS code 6403:1981 for following liquid limit plastic limit, grain size distribution. (b) Firm will submit his report in bounded paper in triplicate. (c) Firm will give the recommendation regarding safe bearing capacity of soil and foundation depth at minimum three depths viz. 1.5m, 2.0m, 2.5m for following size of footings 1.5m x 1.5m, 1.5m x 2.5m, 2.0m x 2.5m, 2m x 3m, 3m x 3m. (d) Factor applied for SPT N values as per IS 2131:1981 (e) The working hours will be 0900 hrs to 1700 hrs. (f) All T&P items and site expenses such as camping transportation etc should be deemed to be included in the quoted rates. (g) Site plan duly marked with location of bore hole is required. (h) Colour photograph of every bore holes is required in Soil testing report. '(j) Recommendation regarding possibility of liquifaction of soil in case of saturated/partially saturated loose/compacted sandy soil. Auth: HQ CEBZ Bareilly letter No.824357/MRT/41/E2 (Plg) dt 03 Nov 2021. and GE (P) No2 letter No. 2218/63/E2 dt 09 Nov 2021.
L.S. Test Lab LLP
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Shree Balaji Test House Pvt.Ltd.
GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED
Sheltera consultants pvt ltd.
MEENAKSHI GEOTECH
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