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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33,652Accepted-Finance | ₹33,652 | L1 | Accepted-Finance Lowest |
| 2 | L2₹98,000+₹64,348 (191.2%)Rejected-Finance | ₹98,000+₹64,348 (191.2%) | L2 | Rejected-Finance Other than lowest |
Tender Value
₹36,000
Closing Date
21 Aug 2018, 11:00 amClosed
GE (AF) UTARLAI
GE (AF) UTARLAI, POST BOX NO 11, BARMER
Job Order (Soil investigation against Provn of sport facilities at AFS Utarlai
2018_MES_195143_3
3004/EQ/06/E3
Open Tender
Job Works
Works
30 days
GE (AF) UTARLAI
As per NIQ
5 documents required · 5 mandatory
₹0
Exempted
2 Apr 2020
6 Aug 2018
21 Aug 2018
7 Aug 2018
21 Aug 2018
7 Aug 2018
7 Aug 2018 - 20 Aug 2018
To evaluate sub grade strength and soil properties through bore holes shall be done on location of building as per the direction of Engineer-in-Charge. Graphical boring log shall be developed for each bore hole summarizes the result of soil explorates.The Graphical log shall include location, date type of exploration, surface elevation, depth of material, samples identification numbers as shown in figure I (i.e. typical boring log enclosed ) .Sample shall be collected of the depth of every 1.00 mtr or soil strata change up to 6.00 mtr to establish soil profile – Each – Qty-02
(a) Drilling exploratory bore holes of 100/150mm dia in any type of soil upto a minimum depth of 6.00 m and conducting the :- (i) Conducting standared penetration test (SPT) at every 1.00m, 1.50m, 2.00m, 3.00m, 4.00m, 5.00m & 6.00m (ii) Collection of undisturbed sample (UDS) at every 1.00m in internal or change of strata whichever is earlier (iii) Conducting following properties / tests:- (a) Soil classification as per IS 1498-1970 (b) Liquid Limit ,Plastic Limit and Plastic Index as per IS 2720 (Part V ) (c) Depth of water table (d) Max. Dry density using heavy compaction as per IS 2720 (Part II) at 1.5 m depth (e) Insitu soil density as per IS 1720 Part XXIX at 1.5m depth (f) Chemical test :- (i) soluble salt content (ii)Chloride and sulphate as per IS 2720 (part XXVII) (iii) Calcium carbonate method as per IS 2720 (part XXIII)
(g) Supplementary test :- (i) Free swell Index as per IS 2720XL and as per IS 2720IXL (ii)Permeability test soil as per IS 2720 (Part 36) 1987 and as per IS 2720 Part 13 (iii) Organic Material in soils Method as per IS 2720 Part XXII 1972. (iv) Preparation and submission of the sub soil investigation report including recommendation of safe bearing capacity / pressure of soil 1.0, 1.5, 2.0, 3.0 & 4.0 Mtr (for settlement and shear criteria both) (v) Recommendation for foundation type for 6.05 and 9.4 m height bldg.
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