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| 1 | Sub Soil Investigation for Bridge No-1: 50 M (Hmaranglui) at Km 98.100 On L-D-P Road |
| 2 | Arranging complete set of boring and ancillary eqpt required for the work and transport to one boring site at bridge site including all labours and materials involved in the transportation and installation. |
| 3 | Shifting the boring and ancillary eqpts from one boring location to another on the same bridge site including all materials and labour involved in shifting of equipment to new Bridge. |
| 4 | Boring through any kind of soil/rockup to a depth not exceeding 05 m using varioussizes ofdrill bits including observing all precautionary measuring as requiredfor chocking the bores etc completein all respect as specified anddirected by engineer in charge |
| 5 | All as on in Item No 1.03 above but depth exceeding 05 m and not exceeding 10 m |
| 6 | All as on in Item No 1.03 above but depth exceeding 10 m and not exceeding 15 m |
| 7 | All as on in Item No 1.03 above but depth exceeding 15 m and not exceeding 20 m |
| 8 | All as on in Item No 1.03 above but depth exceeding 20 m and not exceeding 25 m |
| 9 | All as on in Item No 1.03 above but depth exceeding 25 m . |
| 10 | Conducting standard penetration test as per relevant IS specification at every 1.5 m depth of part there of as required etc, complete. |
| 11 | Collectingundisturbed soil sample asper relevant IS specification for conducting consolidation tests and tri-axial tests etc, complete. |
| 12 | Collecting disturbed soil samples as per relevant IS specification including packing, labeling etc, for conducting various laboratory tests etc, complete. |
| 13 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge at Km98.100 On L-D-P Road (For Cohesive soil sample ) |
| 14 | Sieve analysis |
| 15 | Hydrometric analysis |
| 16 | Atterberg’slimit |
| 17 | Specific Gravity |
| 18 | Field density (wet and Dry) |
| 19 | Natural Moisture content |
| 20 | Unconfined compression test |
| 21 | Consolidating test |
| 22 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge at Km98.100 On L-D-P Road (ForNon Cohesive soil sample ) |
| 23 | Sieve analysis |
| 24 | Unit weight |
| 25 | Natural Moisture content |
| 26 | Triaxial test |
| 27 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge at Km98.100 On L-D-P Road (For Rock sample ) |
| 28 | Porosity of rocks |
| 29 | Water absorption of rock |
| 30 | Crushing Strength |
| 31 | Providing Design And Drawing Duly Proof Checked By IIT, getting approved by competent authority, for the construction of 50 m span major PMT bridge (Hmaranglui) at Km 98.100 On L-D-P Road. The work will include the following activities:-(a)Preparation and Approval of General Arrangement Drawing.(b)Design and Drawing of various components of permanent Bridge including Dimensional details and reinforcement detailssuch asRaft, Abutment, Pier, Well Foundation, Abutment Cap, ,Bearings, Soffit Slab, Dirt Wall , Web, Cable Profile and pre-stressing schedule, Anchorage, Deck, Cross Diaphragm, Expansion Joint,wearing Coat Drainage Spout, , backfill, Painting, , Railings and posts, Crash Barriers, Grating, Staging and shuttering centering, false work, pedestal and Load Testing.(c)Proof Checking by IIT and approval of drawings by Department.(d)Any Other Design and drawing not covered above but essentially required for the construction of bridge.(e)Modification of design and drawings during construction of bridge if required. |
| 32 | Sub Soil Investigation for bridge No. 02:45 M (Chotagushuri) at KM 140.875 on L-D-P Road |
| 33 | Arranging complete set of boring and ancillary eqpt required for the work and transport to one boring site at bridge site including all labours and materials involved in the transportation and installation. |
| 34 | Shifting the boring and ancillary eqpts from one boring location to another on the same bridge site including all materials and labour involved in shifting of equipment to new Bridge. |
| 35 | Boring through any kind of soil/rockup to a depth not exceeding 05 m using varioussizes ofdrill bits including observing all precautionary measuring as requiredfor chocking the bores etc completein all respect as specified anddirected by engineer in charge |
| 36 | All as on in Item No 6.03 above but depth exceeding 05 m and not exceeding 10 m |
| 37 | All as on in Item No 6.03 above but depth exceeding 10 m and not exceeding 15 m |
| 38 | All as on in Item No 6.03 above but depth exceeding 15 m and not exceeding 20 m |
| 39 | All as on in Item No 1.03 above but depth exceeding 25 m . |
| 40 | Conducting standard penetration test as per relevant IS specification at every 1.5 m depth of part there of as required etc, complete. |
| 41 | Collectingundisturbed soil sample asper relevant IS specification for conducting consolidation tests and tri-axial tests etc, complete. |
| 42 | Collecting disturbed soil samples as per relevant IS specification including packing, labeling etc, for conducting various laboratory tests etc, complete. |
| 43 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge 45 M at Km140.875 On L-D-P Road (For Cohesive soil sample ) |
| 44 | Sieve analysis |
| 45 | Hydrometric analysis |
| 46 | Atterberg’slimit |
| 47 | Specific Gravity |
| 48 | Field density (wet and Dry) |
| 49 | Natural Moisture content |
| 50 | Unconfined compression test |
| 51 | Consolidating test |
| 52 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge 45 M at Km140.875 On L-D-P Road (ForNon Cohesive soil sample ) |
| 53 | Sieve analysis |
| 54 | Unit weight |
| 55 | Natural Moisture content |
| 56 | Triaxial test |
| 57 | Conducting Laboratory Tests as listed including transportation from site to laboratory for the bridge 45 M at Km140.875 On L-D-P Road (For Rock sample ) |
| 58 | Porosity of rocks |
| 59 | Water absorption of rock |
| 60 | Crushing Strength |
| 61 | Providing Design And Drawing Duly Proof Checked By IIT, getting approved by competent authority, for the construction of 45 m span major PMT bridge (Hmaranglui) at Km 140.875 On L-D-P Road. The work will include the following activities:-(a)Preparation and Approval of General Arrangement Drawing.(b)Design and Drawing of various components of permanent Bridge including Dimensional details and reinforcement detailssuch asRaft, Abutment, Pier, Well Foundation, Abutment Cap, ,Bearings, Soffit Slab, Dirt Wall , Web, Cable Profile and pre-stressing schedule, Anchorage, Deck, Cross Diaphragm, Expansion Joint,wearing Coat Drainage Spout, , backfill, Painting, , Railings and posts, Crash Barriers, Grating, Staging and shuttering centering, false work, pedestal and Load Testing.(c)Proof Checking by IIT and approval of drawings by Department.(d)Any Other Design and drawing not covered above but essentially required for the construction of bridge.(e)Modification of design and drawings during construction of bridge if required. |
| 62 | total Cost of TLLL Road |
