Opportunity overview
GEOTECHNICAL INVESTIGATIONS - CONSTRUCTION OF DEPOTS, DIVISIONAL OFFICE, BUS SHELTERS, FLAG-POSTS AND ALLIED FACILITIES FOR PUBLIC TRANSPORT SERVICE IN SAHIWAL
Reference: P196944
Closes in 2 days
Tender information
- Published
- Submission deadline
- Category
- Civil construction
- Procurement method
- Request for Quotation
- Procuring agency
- NESPAK (GT&GED)
Tender description
- GEOTECHNICAL INVESTIGATIONS - CONSTRUCTION OF DEPOTS, DIVISIONAL OFFICE, BUS SHELTERS, FLAG-POSTS AND ALLIED FACILITIES FOR PUBLIC TRANSPORT SERVICE IN SAHIWAL
Technical Specifications
GEOTECHNICAL INVESTIGATIONS - CONSTRUCTION OF DEPOTS, DIVISIONAL OFFICE, BUS SHELTERS, FLAG-POSTS AND ALLIED FACILITIES FOR PUBLIC TRANSPORT SERVICE IN SAHIWAL
- Specification
- Mobilization and demobilization of at least One (01) set of hand auger / light percussion boring equipment alongwith allied accessories at site including setting-up and shifting of equipment from one investigation point to another. The equipment shall be capabale to meet the time schedule. L.S.
- Specification
- Execution of Eight (08) boreholes of 10 m - 12 m depth below NSL in overburben soils by using hand auger / light precussion boring method including backfilling of boreholes to their original position using cement-sand-bentonite mix. Minimum permissible diameter of borehole is 100 mm. L.M.
- Specification
- Performance of Standard Penetration Tests (SPTs) in boreholes generally at 1 m depth interval or as necessary along with collection of SPT samples, including their labelling, packing, storage & transportation to an approved testing laboratory. No.
- Specification
- Collection of relatively undistrubed soil samples from boreholes through Shelby sampler, including their waxing, labelling, packing, storage & transportation to an approved testing laboratory. No.
- Specification
- Excavation of Eight (08) testpits up to a maximum depth of 1.5 m below NSL in overburden soils and backfilling of pits to their original condition. L.M.
- Specification
- Performance of field density test (FDT) by sand replacement method in testpits generally @ 1 test/pit at selected horizons, including determination of in-situ bulk and dry density and collection of small disturbed samples in moisture tins for moisture content determination in laboratory by oven drying method as well as labelling,packing, storage & transportation to an approved testing laboratory. No.
- Specification
- Collection of composite bulk soil samples from testpits including their labelling, packing, storage & transportation to an approved laboratory. No.
- Specification
- Collection of water samples (if encountered) from boreholes including their labelling, packing, storage & transportation to an approved testing laboratory. No.
- Specification
- Sieve Analysis No.
- Specification
- Hydrometer Analysis No.
- Specification
- Liquid and Plastic Limits No.
- Specification
- Natural Moisture Content No.
- Specification
- Bulk & Dry density No.
- Specification
- Consolidation with Swell Pressure Measurement No.
- Specification
- Unconfined Compression No.
- Specification
- Direct Shear No.
- Specification
- Modified AASHTO Compaction No.
- Specification
- 3-Point Soaked CBR No.
- Specification
- Chemical Analysis of Soil Sample i/c sulpahte content, chloride content, organic matter No.
- Specification
- Chemical Analysis of Water Samples i/c TDS, Cl, SO4, pH etc. No.
- Specification
Official source
Always confirm dates, documents, and submission instructions on the originating portal.
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