Tender For Soil Investigation For Construction Of New Building For Sc Tachankunnu, Kozhikode District, Kerala
Tender Value
2.50 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
8 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Soil Investigation For Construction Of New Building For Sc Tachankunnu, Kozhikode District, Kerala
BOQ
| Sl. No. | Item Description |
| 1 | SOIL TEST |
| 2 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 3 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 4 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 5 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 6 | Upto 10m |
| 7 | For next 10m upto a depth of 20m |
| 8 | From 20m to 30m depth from GL |
| 9 | From 30m to 40m depth from GL |
| 10 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 11 | 0 to 10m |
| 12 | 10 to 20m |
| 13 | 20 to 30m |
| 14 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 15 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 16 | SOIL TEST |
| 17 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 18 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 19 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 20 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 21 | Upto 10m |
| 22 | For next 10m upto a depth of 20m |
| 23 | From 20m to 30m depth from GL |
| 24 | From 30m to 40m depth from GL |
| 25 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 26 | 0 to 10m |
| 27 | 10 to 20m |
| 28 | 20 to 30m |
| 29 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 30 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 31 | SOIL TEST |
| 32 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 33 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 34 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 35 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 36 | Upto 10m |
| 37 | For next 10m upto a depth of 20m |
| 38 | From 20m to 30m depth from GL |
| 39 | From 30m to 40m depth from GL |
| 40 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 41 | 0 to 10m |
| 42 | 10 to 20m |
| 43 | 20 to 30m |
| 44 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 45 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 46 | SOIL TEST |
| 47 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 48 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 49 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 50 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 51 | Upto 10m |
| 52 | For next 10m upto a depth of 20m |
| 53 | From 20m to 30m depth from GL |
| 54 | From 30m to 40m depth from GL |
| 55 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 56 | 0 to 10m |
| 57 | 10 to 20m |
| 58 | 20 to 30m |
| 59 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 60 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 61 | SOIL TEST |
| 62 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 63 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 64 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 65 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 66 | Upto 10m |
| 67 | For next 10m upto a depth of 20m |
| 68 | From 20m to 30m depth from GL |
| 69 | From 30m to 40m depth from GL |
| 70 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 71 | 0 to 10m |
| 72 | 10 to 20m |
| 73 | 20 to 30m |
| 74 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 75 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 76 | SOIL TEST |
| 77 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 78 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 79 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 80 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 81 | Upto 10m |
| 82 | For next 10m upto a depth of 20m |
| 83 | From 20m to 30m depth from GL |
| 84 | From 30m to 40m depth from GL |
| 85 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 86 | 0 to 10m |
| 87 | 10 to 20m |
| 88 | 20 to 30m |
| 89 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 90 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 91 | SOIL TEST |
| 92 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 93 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 94 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 95 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 96 | Upto 10m |
| 97 | For next 10m upto a depth of 20m |
| 98 | From 20m to 30m depth from GL |
| 99 | From 30m to 40m depth from GL |
| 100 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 101 | 0 to 10m |
| 102 | 10 to 20m |
| 103 | 20 to 30m |
| 104 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 105 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 106 | SOIL TEST |
| 107 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 108 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 109 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 110 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 111 | Upto 10m |
| 112 | For next 10m upto a depth of 20m |
| 113 | From 20m to 30m depth from GL |
| 114 | From 30m to 40m depth from GL |
| 115 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 116 | 0 to 10m |
| 117 | 10 to 20m |
| 118 | 20 to 30m |
| 119 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 120 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 121 | SOIL TEST |
| 122 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 123 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 124 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 125 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 126 | Upto 10m |
| 127 | For next 10m upto a depth of 20m |
| 128 | From 20m to 30m depth from GL |
| 129 | From 30m to 40m depth from GL |
| 130 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 131 | 0 to 10m |
| 132 | 10 to 20m |
| 133 | 20 to 30m |
| 134 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 135 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 136 | SOIL TEST |
| 137 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 138 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 139 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 140 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 141 | Upto 10m |
| 142 | For next 10m upto a depth of 20m |
| 143 | From 20m to 30m depth from GL |
| 144 | From 30m to 40m depth from GL |
| 145 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 146 | 0 to 10m |
| 147 | 10 to 20m |
| 148 | 20 to 30m |
| 149 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 150 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 151 | SOIL TEST |
| 152 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 153 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 154 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 155 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 156 | Upto 10m |
| 157 | For next 10m upto a depth of 20m |
| 158 | From 20m to 30m depth from GL |
| 159 | From 30m to 40m depth from GL |
| 160 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 161 | 0 to 10m |
| 162 | 10 to 20m |
| 163 | 20 to 30m |
| 164 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 165 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 166 | SOIL TEST |
| 167 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 168 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 169 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 170 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 171 | Upto 10m |
| 172 | For next 10m upto a depth of 20m |
| 173 | From 20m to 30m depth from GL |
| 174 | From 30m to 40m depth from GL |
| 175 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 176 | 0 to 10m |
| 177 | 10 to 20m |
| 178 | 20 to 30m |
| 179 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 180 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 181 | SOIL TEST |
| 182 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 183 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 184 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 185 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 186 | Upto 10m |
| 187 | For next 10m upto a depth of 20m |
| 188 | From 20m to 30m depth from GL |
| 189 | From 30m to 40m depth from GL |
| 190 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 191 | 0 to 10m |
| 192 | 10 to 20m |
| 193 | 20 to 30m |
| 194 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 195 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) |
| 196 | SOIL TEST |
| 197 | Conducting Topographical survey using digital Total station & Submission of Drawings |
| 198 | Mobilization including transportation of all necessary plant and equipment’s and materials of boring, field testing and sampling, including loading & unloading, Site clearance needed if any and demobilization after completing the work. (Site visit may be done prior to quote) |
| 199 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location including shifting of machine from bore hole to bore hole. |
| 200 | Boring with rotary power drilling equipment’s in all types of soil excluding hard rock or medium rock for strata including conducting S.P.T and recovery of samples at specific intervals. |
| 201 | Upto 10m |
| 202 | For next 10m upto a depth of 20m |
| 203 | From 20m to 30m depth from GL |
| 204 | From 30m to 40m depth from GL |
| 205 | Boring through soft rock/ boulders/laterite (except hard rock). N value >50 using Tungsten carbide core drilling as per specification. |
| 206 | 0 to 10m |
| 207 | 10 to 20m |
| 208 | 20 to 30m |
| 209 | Boring through hard rock / boulders using Tungsten carbide drill coring as per specification (minimum of 2.5m to 3m per borehole is required to assess the type of joints, rock etc.) |
| 210 | A comprehensive report with Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in triplicate) (three to five boreholes for a site) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender