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| 1 | Poviding design and structural consultancy of sub structure and super structure for the Construction of 38.00 mtr Span Steel Motorable Bridge at Ossu Pakhlai., having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, steel truss through type, return/wing walls, approaches upto the main road (as per site requirement) along with WBM Grade-II, Grade-III, BM and OPGC of approach road and approach slab as directed by Engineer in Charge, of i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewatering etc. this also includes providing of general arrangement drawings, concept drawings etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, geological investigation, sub soil investigation & exploration with all tests and design calculation (complete job) (04 sets of Detailed Project Reports & Drawings in original including BOQ/GAD/concept drawings and all necessary requirements as per directions of Engineer in Charge for Accord of Technical Sanction.) |
| 2 | Poviding design and structural consultancy of sub structure and super structure for the Construction of 98.00 mtr Span Steel Motorable Bridge at Toldi., having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, steel truss through type, return/wing walls, approaches upto the main road (as per site requirement) along with WBM Grade-II, Grade-III, BM and OPGC of approach road and approach slab as directed by Engineer in Charge, of i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewatering etc. this also includes providing of general arrangement drawings, concept drawings etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, geological investigation, sub soil investigation & exploration with all tests and design calculation (complete job) (04 sets of Detailed Project Reports & Drawings in original BOQ /GAD/concept drawings and all necessary requirements as per directions of Engineer in Charge for Accord of Technical Sanction.) |
| 3 | Providing Design and Structural Consultancy for Construction of 73.00 mtr Span Steel Foot Bridge over Satyalta Nallah. having carriage way width of 2.0 m with chequerred plate 6mm thick comprising of RCC M20 Abutments, abutment caps, steel truss through type, wing walls including dirt wall, approach slab, complete substructure and superstructure. Approaches upto 15.0 mtr on both sides on both abutments along with Return wall with minimum length of1.0mtrs with approach slab on it 150 mm thick in RCC M20 . Approach path having concrete edging ( height as per requirement at site) in PCC M10 and 150mm thick Concrete path in M10. Crated wall protection on either side of the Abutments. Stone backfilling behind abutments, return walls and conrete edgings.100 mm dia PVC pipes shall be used for weep holes. Superstructure in Steel sections with Appropriate bearings, steel railing, painting of steel sections etc all job complete in all regards. Providing of Structural Drawings, contour plan, site plan, Design Calculations, geological investigation report, soil investigation and sub soil exploration and load tests for commisioning of bridge. Design shall be approved by competent authority duly vetted from DIQC / IIT / NIT / GCET or any other Equivalent Institution including submission of 04 set of Approved Drawings and BOQ / all necessary requirements as per directions of Engineer in Charge for Accord of Technical Sanction. |
| 4 | Providing Design and Structural Consultancy for Construction of 80.00 mtr span Steel Foot Bridge over river Tawi Between Narda and Dharamthal. having carriage way width of 2.0 m with chequerred plate 6mm thick comprising of RCC M20 Abutments, abutment caps, steel truss through type, wing walls including dirt wall, approach slab, complete substructure and superstructure. Approaches upto 15.0 mtr on both sides on both abutments along with Return wall with minimum length of1.0mtrs with approach slab on it 150 mm thick in RCC M20 . Approach path having concrete edging ( height as per requirement at site) in PCC M10 and 150mm thick Concrete path in M10. Crated wall protection on either side of the Abutments. Stone backfilling behind abutments, return walls and conrete edgings.100 mm dia PVC pipes shall be used for weep holes. Superstructure in Steel sections with Appropriate bearings, steel railing, painting of steel sections etc all job complete in all regards. Providing of Structural Drawings, contour plan, site plan, Design Calculations, geological investigation report, soil investigation and sub soil exploration and load tests for commisioning of bridge. Design shall be approved by competent authority duly vetted from DIQC / IIT / NIT / GCET or any other Equivalent Institution including submission of 04 set of Approved Drawings and BOQ / all necessary requirements as per directions of Engineer in Charge for Accord of Technical Sanction. Please Enable Macros to View BoQ information |
