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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19,980Accepted-Finance | L1 | Accepted-Finance Rate quoted is reasonable | |
| 2 | L2₹20,500+₹520 (2.60%)Rejected-Finance | L2 | Rejected-Finance Rate quoted is on higher side | |
| 3 | L3₹21,000+₹1,020 (5.11%)Rejected-Finance | L3 | Rejected-Finance Rate quoted is on higher side | |
| 4 | L4₹21,400+₹1,420 (7.11%)Rejected-Finance | L4 | Rejected-Finance Rate quoted is on higher side | |
| 5 | L5₹21,500+₹1,520 (7.61%)Rejected-Finance | L5 | Rejected-Finance Rate quoted is on higher side |
Tender Value
Refer Docs
Closing Date
4 Jun 2022, 5:00 pmClosed
AGE(I) Dharamshala
AGE(I) Dharamshala-176215
Soil investigation Job No 33MB/LBW/06/2021-22
2022_MES_522478_2
3001/Q/01/E3
Open Tender
Miscellaneous Works
Works
30 days
AGE(I) Dharamshala
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
7 Jun 2022
19 May 2022
6 Jun 2022
19 May 2022
4 Jun 2022
19 May 2022
Amount
Conducting soil investigation test at site as per relevant specification of IS-2131, IS-6403, IS-1498 & IS-2720 and submit the report as per following :- (A) Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Eng-in-Charge. Refusal defined as and when 'N' value is 100 or more for 30 cm or part penetration. (a) Conducting standard penetration test (SPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:2131-1981 or Conducting Dynamic cone penetration test (DCPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:10042-1981 (Applicable for gravel, boulder deposit type of soil) (b) Collecting disturbed soil sample from the location of conducting SPT/DCPT (c) Collecting undisturbed soil samples at 1.50 m intervals or change of strata whichever occurs earlier. (d) Analysis of liquefaction potential for earthquake as per Zone-IV of IS:1893-2016 (Part-1) (e) Recording the ground water table if observed upto exploration depth, as per IS:6395-1973.
(f) Conducting all necessary laboratory tests on samples collected for their different engineering properties. Following test will be carried out :- (i) Dry density and moisture content as per IS:2720 Part-2 & 29 (ii) Atterberg's limit as per IS:2720 Part-5-1985 (iii) Particle size analysis as per IS:2720 Part-4-1985 & IS for Classification of soil (iv) Specific gravity as per IS:2720 Part-3 Sec-2-1980 (v) Consolidation test as per IS:2720 Part-15-1986 and Compression value index (vi) Free swell and Swell pressure test as per IS:2720 Part-40-1977, Part-41-1977 (vii) Bulk density (viii) Organic matter in soil if any (ix) Triaxial compression test and determination of (C & ɸ value) shear parameters as per relevant IS (x) Harmful Salt.
(b) Transportation of equipment/ mobilization/ Dematerialization of equipment etc for soil investigation. (c) Details specification as per tender documents
sidheshwar communication
AP Enterprises
surinder kumar jindal & bros.
G D Suppliers
Sheltera consultants pvt ltd.
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