SCHEDULE OF RATES FOR GEO-TECHNICAL INVESTIGATION WORKS FOR FAGMIL GRANULATED SINGLE SUPER PHOSPHATE PLANT AT CHITTORGARH, RAJASTHAN

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Cornelius Gordon
5 years ago
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1 PC107-PNCV-SOR DOC. REV. 1 OF 6 (ANNEXURE-VII) FOR FAGMIL GRANULATED SINGLE SUPER PHOSPHATE PLANT AT CHITTORGARH, RAJASTHAN ISSUED FOR TENDER GC GC BRIJESH REV REV DATE PURPOSE PREPD REVWD APPD

2 Note: 1. The Tenderer shall refer to the Technical Specifications before quoting their Rates. 2. The Tenderer shall note that the supply of Manpower, arranging precise instruments, cutting of wild bushes etc. required for proper execution of the work, shall be their responsibility. 3. The Tenderer shall note that the supply /procurement of all the materials, required for the job, shall be their responsibility A1 Mobilisation of necessary plant / equipment, personnel and materials at site, shifting the same from place to place complete in all respect for carrying out GEOTECHNICAL investigation work for the specified area as shown in the drawings and as per enclosed scope of work, specifications and direction of Engineer-in-Charge within the stipulated time schedule and demobilisation after completion of field work. Lump- sum PC107-PNCV-SOR GC GC BRIJESH 2 OF 6

3 A2 Making 150 mm nominal diameter boreholes at various locations in all types of soil including laterite using suitable approved method of boring including chiseling, cleaning, providing casing pipe as required or as directed by the Engineer-in-Charge including collection of water samples and disturbed soil samples, observation of ground water table etc., transportation of all the collected samples to the laboratory and back filling of bore holes on completion of the same, complete in below natural ground level as follows: all respect as per scope of work, specifications and direction of Engineer-in-Charge for depths a) From natural ground level to 10.0 M depth M 70 b) From 10.0 M depth to 20.0 M depth M 70 A3 A4 A5 Collecting 100 mm nominal diameter undisturbed soil samples at every 3.0 M interval and at the change of strata from the bore holes at various locations and transporting all the collected samples to the laboratory for specified tests, complete in all respect as per scope of work and specifications and direction of Engineer- in- Charge. Performing Standard Penetration tests in the bore holes at specified interval and at the change of strata complete in respect as per specifications and direction of Engineer- in-charge. Collecting ground water samples from bore holes and transporting the same to the laboratory as per the scope of work, specification and direction of Engineer-in-Charge. Each 30 Each 30 Each 7 PC107-PNCV-SOR GC GC BRIJESH 3 OF 6

4 A6 A7 Conducting static cone Penetration test at various locations, completed in all respect as per the scope of work and specifications and direction of Engineer-in-Charge. Conducting Plate Load Tests at various locations, complete in all respect as per the scope of work and specifications and direction of Engineer-in-Charge upto the depth as directed / as specified Each 4 a) In-Situ Condition Each 4 b) Cyclic Test Each 1 A8 A9 Conducting Electrical Resistively Tests at various locations, by Wenner s method as per Latest codes electrodes configuration.in each location, four electrodes shall be driven into earth in a straight line along N-S and E-W directions at equal intervals at s (distance between two successive electrodes) equal to 1 m, 2 m, 5 m, 10 m, 15 m and 20 m and direction of Engineer-in-Charge. Conducting Various laboratory tests on soil samples at an approved laboratory including preparation of soil samples to determine the following properties of soil, complete in all respect as per scope of work and specifications : Each 2 a) Natural Water Content Each 30 b) Bulk and Dry Density Each 30 PC107-PNCV-SOR GC GC BRIJESH 4 OF 6

5 c) Specific Gravity and Void Ratio Each 30 d) Liquid Limit and Plastic Limit Each 30 e) Grain Size Analysis : i) Sieve Analysis Each 30 ii) Hydrometer Analysis Each 30 f) Unconfined Compression Test Each 7 g) Direct Shear Test Each 7 h) Triaxial Shear Tests Each 7 i) Unconsolidated Undrained Test Each 7 ii) Consolidated Undrained Test Each 7 iii) Consolidated Drained Test Each 7 i) Consolidation Test Each 7 j) Swelling Pressure Test Each 7 k) Shrinkage Limit Test Each 7 l) Modified Proctor Density Test Each 7 PC107-PNCV-SOR GC GC BRIJESH 5 OF 6

6 A10 A11 Conducting Chemical Test on soil samples to determine ph Value, Sulphate Content and Chloride Content. Conducting Chemical Test on ground water samples to determine ph value, Sulphates content and chloride content. Each 7 Each 7 TOTAL:- Amount in Figure : Rs. Amount in Words : Rs. Discount, if any : Rs. Total Amount in figure : Rs. Total Amount in words : Rs. Signature of Tenderer : Name & seal of Tenderer : Place / Date : PC107-PNCV-SOR GC GC BRIJESH 6 OF 6

REPORT GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-7 SUB-STATION SY NO-225, NEAR RAYACHERLU VILLAGE

REPORT GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-7 SUB-STATION SY NO-225, NEAR RAYACHERLU VILLAGE REPORT ON GEO-TECHNICAL INVESTIGATION FOR THE PROPOSED BLOCK-7 SUB-STATION SY NO-225, NEAR RAYACHERLU VILLAGE CLIENT: KARNATAKA SOLAR POWER DEVELOPMENT CORPORATION BANGALORE 0 GEO-TECHNICAL INVESTIGATION