Military Engineer Services-MES has published Tender For Consultancy Services For Soil Investigation And Topographical Survey Of Certain Area At Airforce Station Pathankot. Submission Date for this Tender is 08-08-2020. Soil Survey Tenders in PATHANKOT Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Jun-2020 | Corrigendum to eligibility category | Technical Bid | 23-07-2020 |
| 2 | 11-Jul-2020 | corrigendum to BOQ | BOQ | 23-07-2020 |
| 3 | 21-Jul-2020 | corrigendum to BOQ | Other | 31-07-2020 |
| 4 | 23-Jul-2020 | Corrigendum to Tender | Other | 31-07-2020 |
| 5 | 31-Jul-2020 | corrigendum to critical dates1 | Date | 08-08-2020 |
| Name of Work: CONSULTANSY SERVICES FOR SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY OF CERTAIN AREA AT AIRFORCE STATION PATHANKOT | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Carrying out the soil investigation and determining SBC by field work and laboratory studies including and comprising of :-\n(a) Mobilisation of plants equipments including men and materials required at site of soil investigation, setting of boring/drilling as required and demobilization of plants and equipments on completion of work etc complete (which includes conveyance of sample collected to testing lab as required for the purpose of testing).\n(b) Shifting of entire arrangement from one bore to another bore hole location and setting of boring/drilling as required and directed.\n(c) Boring 4” (inch) dia bore holes upto 3.0 meter depth/refusal in case of borehole gravity boulder strata Open pit test upto 3.0 meter depth whichever is earlier.\n(d) Carrying out Standard Penetration Test (SPT) as per IS-2131:1986 including collection of disturbed soil samples in bore holes of every one meter depth or any change of strata and submit the report with all requisite data. \n | 676 | Per Bore Hole | |
| 2 | 1.1 | (e) Collection of undisturbed soil sample at every 1.5 m intervals or at any change of strata in 100mm bore thin walled tube including waxing, sealing, packing transporting to the lab.\n(f) Excavation of trial pit up to 3M depth having size 1.2x1.2 for collecting UDS sample. (g) Conducting necessary test on all collected Disturbed/ Undisturbed/ SPT samples which includes the determination of soil bearing capacity (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density, unit weight (iv) Soil/Particle size ( soil grain size) (v) Consolidation test including pre consolidation pressure. (vi) Tri-axial shear test (vii) Shrinkage limit (viii) Specific gravity test (ix) Direct shear test ( C & O determination) (x) Unconfined compression test (xi) Crushing strength of rock samples (xii) Free swell index (xiii) Soluble salt content (Sulphate, Chloride and PH content) \n\n\n | |||
| 3 | 1.2 | (h) Compilation of data and submission of report in 04 copies ( as per NBC 2016, Part 6, section 2, Para 3.5) \n (i) containing scope of investigation\n (ii) method of drilling bore hole\n (iii) sampling of bore hole\n (iv) visual description of soil sample\n (v) ground levels along with ground water table level\n (vi) Test results ( both laboratory and field) including \n graphs. \n (vii) Photographs of equipment used and samples\n collected with descriptions\n (viii) photographs of laboratory test samples after testing \n (ix) general observations of vicinity ( Streams, foundation system adopted etc)\n (x) longitudinal and transverse section profiles of substrata\n (xi) analysis of field and laboratory test results\n (xii) calculations for arriving at allowable bearing capacity as per IS and pile capacities at suitable depth \n (xiii) recommendation for suitability of foundation\n | |||
| 4 | 2 | Carrying out topographical land survey with Total station (having least count of second) by dividing the area of runway, Parallel taxi Track, D-Loop, W Loop Eastern Loop, Satluj dispersal into grid of 2.00mX2.00m. Static water tanks, trees ,transformers, poles, bridges, overhead Tanks etc Shall be marked accurately. Preparing drawing in A-1 size (three copies ), recording the reduced levels at suitable intervals, points of abrupt change in levels ,fixing temperary bench marks (TBM) and marking them on ground with paint as required, calculation of area and other details of surveyed pockets with submission of three sets of coloured drawing alongwith one set of soft copy on compact disk (CD) of the 1:1000 or suitable scale and plotting on Auto card. This also includes preparation of site plan and preparing three coloured drawings on A-1 size paper along with CD of site plan complete all as specified and directed. | 650 | PER ACRE | |
| 5 | 3 | Determination of CBR value of soil (Left & right side of Runway and parallel per point Taxi track) complete all as specified and directed.. | 26 | PER POINT | |
| 6 | 4 | Determination of modulus of sub grade reaction K-value of soil (Left-Right Per point side of subway and parallel Taxi Track.) as per IS- 9214 and IS-2720-1(1983) complete all as specified and directed. | 26 | PER POINT | |
| 7 | 5 | Study of existing drainage system based on topography of technical as well as domestic area and preparation and submission of a proposed drainage plan report for airfield area after raising of runway by approximately 60cm due to resurfacing complete all as specified and directed. | 650 | PER ACRE |
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