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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance | L1 | Accepted-Finance Lowest rate quoted in this tender | |
| 2 | L2₹1.3 L+₹3,540 (2.86%)Rejected-Finance | L2 | Rejected-Finance Highest rate quoted in this tender | |
| 3 | L3₹1.3 L+₹5,310 (4.29%)Rejected-Finance | L3 | Rejected-Finance Highest rate quoted in this tender | |
| 4 | L4₹1.3 L+₹7,080 (5.71%)Rejected-Finance | L4 | Rejected-Finance Highest rate quoted in this tender | |
| 5 | L5₹1.3 L+₹8,850 (7.14%)Rejected-Finance | L5 | Rejected-Finance Highest rate quoted in this tender |
Tender Value
₹1.3 L
Closing Date
15 Aug 2020, 6:00 pmClosed
GE(NW)MANKHURD
GE(NW)MANKHURD
Quotation Inquiry For Job Order to Soil Investigation for Provn of deficient guard room integrated security watch towers and allied works at TS Mahul Mumbai03
2020_MES_365904_1
3012/Q/JO/05/E3
Limited
Miscellaneous Services
Works
GE(NW)MANKHURD
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
20 Aug 2020
1 Aug 2020
17 Aug 2020
1 Aug 2020
15 Aug 2020
1 Aug 2020
(a) Boring 01 No of hole as shown on drawing 100 mm dia by rotatory drilling for soil investigation in any type of soil including boulders, weathered rock and 76mm dia hole in hard rock by dimond cutting to depth 10 to 15 mtr as directed by E1C alongwith SPT at every 1.50 mtr from GL till expected depth SPT and other tests required for designing the foundation of building. Test report should include all the tests as required for designing the foundation such as SPT valus, bore logs soil clarification 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 rate quoted shall be deemed to be included, the cost of submission of such reports and samples of soil. (b) The quantaties mentioned in Sl No (a) above are tentative, these will be measured and paid actually executed at site. (c) The work is in restricted area. (d) No water will be supplied by the department. (e) The report should contain following for future reference duly bound in book form as per standard practice in quintuplicate. (i) Bore hole chart. (ii) Profile of all bore hole. (iii) Bearing capacity calculation. (iv) Consolidated test on undisturbed clay samples. (v) Unconsolidated and undersized triaxial shear. (vi) Crushing strength of hard rock samples recovered from drilling through hard cock. (vii) Chemical analysis of ground water for PH, Sulphate, chloride etc. Note :- Quoted rate includes design of foundation for watch Tower & Guard room buildings .Report of soil testing to be submitted along with design of foundation. Drawing of the building will be provided by GE(NW) Mankhurd.
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