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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | ₹5.8 L | L1 | Accepted-AOC Not accepted since higher quoted rate |
| 2 | L2₹5.9 L+₹9,270 (1.58%)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 | ₹5.9 L+₹9,270 (1.58%) | L2 | Rejected-AOC Accepted being lowest quoted rate |
| 3 | L3₹6.3 L+₹42,120 (7.20%)Rejected-AOC | ₹6.3 L+₹42,120 (7.20%) | L3 | Rejected-AOC Not accepted since higher quoted rate |
| 4 | L4₹7.5 L+₹1.6 L (27.4%)Rejected-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹7.5 L+₹1.6 L (27.4%) | L4 | Rejected-AOC Not accepted since higher quoted rate |
| 5 | Rejected-Technical GOMA HOUSE F 88 TULSI ESTATE OPP BHAGYODAY HOTEL SARKHEJ BAVLA HIGHWAY VILLAGE TOWN CHANGODAR CITY AHMEDABAD | - | - | Rejected-Technical Not accepted |
Tender Value
₹7.8 L
EMD Value
₹15,560
Closing Date
3 Aug 2020, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
SOIL INVESTIGATION FOR PROVN OF MD ACCN FOR FOUR AND FORTY OR AGAINST DEMOLITION OF EXISTING OLD VINTAGE STRUCTURALY DAMAGED MD ACCN AT MIL STN DHRANGADHRA
2020_MES_336270_3
GE(A)/GNR/TOKEN/70 of 2019-20
Open Tender
Consultancy Services
Lump-sum
90 days
MIL STN DHRANGADHRA
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GE ARMY GANDHINAGAR
₹15,560
Yes
14 Oct 2020
14 Jul 2020
5 Aug 2020
14 Jul 2020
3 Aug 2020
21 Jul 2020
14 Jul 2020 - 20 Jul 2020
Amount
Boring hole as shown on drg 100mm dia by rotary drilling in soil and 75mm dia in rock for soil investigation in any type of soil/rock/concrete floors and sub bases refusal including boulders weathered rock up to a depth of 15 mtrs or 5 mtr in rock each or as directed by Eng-in-Charge alongwith SPT at every 1.50m, and carried out SPT and other lests required for disigning the foundation complete all as specified and directed.
Test report should include all the tests as required for designing the foundation such as SPT values bore logs soil classification and also should cover the general recommendations for the proposed type of foundation system safe bearing capacity likely total settlement etc. The report shall be submitted in quintuplicate duly bounded in a presentable manner. The unit's rate quoted shall be deemed to include the cost of submission of such reports and samples of Soil.
The report should contain following test, as applicable to the soil on ground :- (a) Bore hole chart
(b) Profile of all type bore holes
(c) Bearing capacity calculation indicating SBC of soil with the type of foundation and depth.
(d) Consolidated test on undisturbed sample.
(e) Chemicals analysis of ground water.
(f) Unconsolidated and un-drained triaxlal shear test.
(g) Crushing strength of hard rock sampled recovered.
(h) SBC of ground with type of foundation.
(j) Existing water table (if met)
(k) Photographic record during the progress.
Shree Balaji Test House Pvt.Ltd.
Geo Designs n Research Pvt Ltd
Interstellar Testing Centre Private Limited
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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