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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹6.0 L | L1 | Accepted-Finance Accepted, being Lowest. |
| 2 | L2₹6.3 L+₹31,000 (5.18%)Rejected-Finance | ₹6.3 L+₹31,000 (5.18%) | L2 | Rejected-Finance Rejected, not being Lowest. |
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
23 Aug 2021, 6:00 pmClosed
GE(P)WEST
GE(P)WEST DELHI CANTT 11001
PROVN OF SOIL TESTING FOR FIRE STATION AND STATIC WATER TANK AT ARMY HOSPITAL (R R), CONSTRUCTION OF 40 DUs AT CHANAKYA BAGH AND SECURITY INFRA STRUCTURE AT BRAR SQUARE UNDER GE(P)WEST, DELHI CANTT
2021_MES_453483_2
CANO GE(PWD-01/2021-22
Open Tender
Civil Works
Item Rate
60 days
DELHI CANTONMENT AREA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE(P)West Delhi Cantt
₹13,000
Yes
2 Sept 2021
26 Jul 2021
25 Aug 2021
26 Jul 2021
23 Aug 2021
9 Aug 2021
28 Jul 2021 - 3 Aug 2021
Amount
(a) Making necessary arrangement for mobilisation and demobilization of equipments, tools and plants required for soil investigation and their removal after completion of work. (b) Boring 100mm dia bore holes through any type of soil, which ever is encountered at site. (c) Carry out stardard penetration test (SPT) including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata, which ever is earlier upto a depth of 15m and submit soil investigation report reflecting net, gross, allowable, safe bearing capacity of soil for various type and size of foundation at various depth. The report shall include all requisite data . (d) Conducting necessary tests on all collected samples which includes in minimum the determination of the following :- (i) Atternberg limits. (ii) Natural moisture contents. (iii) Wet and dry density. (iv) Soil/Particle size using sieve/hydometer analysis. (e) Recording water level. (f) Report consisting of borelog properties of the rock of each strata, suggesting the depth of the foundation and bearing capacity of soil and technical discussion as required.
All as per srl item no:1 here-in before but boring in soft rock.
All as per srl item no:1 here-in before but boring in hard rock.
Plate load test as per IS-1888 (Plate load test conducted by loaded truck method), design load upto 20 Tonne per sqare meter.
Radhey Testing & Consultants Pvt Ltd
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