Tender For Pmgsy 3 - Package No.Kr 03 112 B Investigation Works Analysis Design And Dpr Preparation For Mlamala Muslimpallypadi Bridge 65 Meter Length 3 Spans 8.5 Meter Wide Across Periyar River At Ch.0-060 Km On Mlamala-Moongalar Iind Division Vel
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Pmgsy 3 - Package No.Kr 03 112 B Investigation Works Analysis Design And Dpr Preparation For Mlamala Muslimpallypadi Bridge 65 Meter Length 3 Spans 8.5 Meter Wide Across Periyar River At Ch.0-060 Km On Mlamala-Moongalar Iind Division Vellaramkunnu
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX-A SITE SURVEY ALAIGNMENT PLANNING AND HYDRAULIC DESIGN |
| 2 | Total Station survey and preparation of site plan Plain built up area with hindrance to line of site due to buildings/ structures etc as per SBD |
| 3 | Preparation of detailed project report of the bridge works containg alignment plan, key plan, contour plan, index map, longitudinal and cross section of road and river/thodu cross section of bridge hydraulic and velocity calculations including neat filling and etc as per SBD |
| 4 | Cross sectional details of river 3 x 60x10=1800m2 etc as per SBD |
| 5 | hydraulic and velocity calculation - River etc as per SBD |
| 6 | APPENDIX- B - SOIL INVESTIGATION Providing access to site, clearing and making good to erecting and conducting soil testing transfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting the soil testing etc as per SBD2x30x8=480m2 |
| 7 | Mobilisation including transportation of all necessary plant and equipments and materials of boring, field testing and sampling and demobilisation after completing the work etc as per SBD |
| 8 | Setting up boring rig at each bore hole locations including carrying all necessary plant, equipments and materials of boring and field and collection of sample at each bore etc as per SBD |
| 9 | Boring with rotary power drilling equipments in a) All type of soil having N value less than 50 excluding hard rock for strata up to 10 meter including conducting necessary S.P.T and recovery of undistributed For under water etc as per SBD (2 x10 ) |
| 10 | Boring with rotary power drilling equipments in a) All type of soilhaving N value less than 50 excluding hard rock for strata up to 10 meter including conducting necessary S.P.T and recovery of undistributed For under water etc as per SBD (4x2=8m) |
| 11 | Boring with rotary power drilling equipments through all types of hard rock or similar refusal strata of N value greater than 50 using diamond crore drilling bit for in land under water and banks of river etc as per SBD (4nos x 2 m ) |
| 12 | Conducting standard penetration test in bore hole at any depth etc as per SBD 4x3=12Nos |
| 13 | Recovering disturbed soil samples and preserving the same in air tight sample containers including vaxing labelling - packing storing including cost of containers as per IS etc as per SBD ( 4 x 4) |
| 14 | Erecting platform over two nos, of second class boat using mango wood planks of not less than 30cm thick, mango wood joists of 100mmx70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of etc as per SBD ( 5x4) |
| 15 | Compilation of all field data with recommendation for a suitable foundation based on conducting necessary lab test reporting (trplicate) etc as per SBD |
| 16 | Appendix - C Design of Bridge & Detailed EstimateDesign of Bridge of span 20x3= 60 m.Rough cost estimate 60x7 = 420lakhs (@ 7 lakh /m)Design charges + Preparation of detailed estimate and rate analysis inclusive of investigation, survey, Analysis of survey data, Preparation of LS, CS & Plan, Soil investigation, Traffic Survey, Hydrological Survey, Social and Environmental safeguard assessment, Analysis of the data, design of roads, design of CDs / protections and report preparation including the preparation of drawings.(2set) etc. as perSBD |
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