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| 1 | Preparation of Detailed Project Report for proposed widening and strengthening of ranisayer bye pass road from 0.00km to 7.50km under raniganj block in the district of paschim bardhaman.( for 3 roads). |
| 2 | Topographical Survey by using ATS/DGPS Machine along the corridor line of 10m both side from the center line of the road or to end of ROW. Whichever is less and that should be plotted over Mouza Map. Existing Utility lines, Trees, Ponds and other road side structure must be included in that plotted drawing.( for 3 roads). |
| 3 | Pit Investigation including Pavement Composition.( for 3 roads) |
| 4 | Sub grade Soil Investigation : Sampling & Testing for re-sectioning zone only |
| 5 | Disturbed Soil Sample -1 Nos. / Km. |
| 6 | Undisturbed Soil Sample -1 Nos. / Km. |
| 7 | Soil parameters (Such as LL, PL, Grain Size Analysis, Atterbergs Limit. F.D.D., Natural Moisture Content, M.D.D., O.M.C., Density-Moisture Graph etc.) 1nos / Km |
| 8 | 96 hrs. Soaked CBR for Sample at F.D.D. 1nos / Km |
| 9 | 96 hrs. Soaked CBR for Sample at 97 % M.D.D. 1nos / Km |
| 10 | California bearing ration (CBR) of sub grade of minimum 2 nos / km to be determined as part of preliminary investigation for preparation of project report for re-sectioning zone only.Note: Testing laboratory details, date of testing and the test report to be signed by whom, who have conducted the test. |
| 11 | Traffic census survey for 7 days (7 x 24) as per IRC Guidelines and Authentication of enumerators on traffic census data to be done as per IRC guidelines. Axle load spectrum, calculation sheet showing VDF at each direction etc. as per relevant IS/IRC/MORTH guideline, PCU count as per IRC-64 : 1990 |
| 12 | California bearing ratio (CBR) of sub grade of minimum 1nos./KM to be determined as part of preliminary Investigation for preparation of project report for re-sectioning zone only.Note: Testing laboratory details, date of testing and the test report to be signed by whom, who have conducted the test. |
| 13 | Road, Bridge, Culvert inventory. |
| 14 | Pavement design by following IRC-37:2018 and (The Design thickness of proposed subsequent layers of pavement must be substantiated using latest version of IITPAVE software. |
| 15 | Preparation of Detail project report of the tentative scheme which shall include : |
| 16 | Google map index. |
| 17 | Object & Necessity of the project. |
| 18 | Technical Details . |
| 19 | Detail Data Sheet of Existing Bridges & Culverts on that roads stretch &there health condition (must be validated by photographs) necessary suggestion by improvement / rehabilitation / reconstruction / new construction of CD structure must be incorporated in the project proposal |
| 20 | Pavement & Carriageway Condition Survey Report with photographs (Survey Report must be include existing hard crust thickness layers wise at regular interval) |
| 21 | Soil Survey Results including |
| 22 | Determination of Atterberg’s Limits for Disturbed & Undisturbed Soil Sample (Minimum Two Nos sample per km) |
| 23 | Determination of Grain Size Analysis, Sand Content, Silt Content, Clay Content, Specific Gravity for Collected Soil Sample. (Minimum Two No. sample per Km) |
| 24 | Determination of Field Dry Density & Natural Moisture Context for undisturbed Soil Sample. (Minimum Two Nos Sample per Km) |
| 25 | (i) Determination of Maximum Dry Density- & Optimum Moisture Content, Dry Density Moisture Content graph for remoulded Soil Sample. (Minimum Two Nos Sample per Km) |
| 26 | 96 Hours Soaked CBR Value for undisturbed Sub grade Soil Sample Collected in CBR Mould. (Minimum Two Nos Sample per Km). |
| 27 | 96 Hours Soaked CBR Value for remolded Soil Sample Compacted at 97% Proctor Density. (Minimum Two Nos Sample per Km). |
| 28 | Soil Classification as per IS 1498-1970. |
| 29 | Continuous Traffic Count Result at Key Points for Seven Days with Photographs (including determination of at side VDF, axel load spectrum data sheet of single axle, tandem axle & tridem axle, proportion of the Axle category, PCU count as per IRC 64-1990. |
| 30 | Design & Recommendation for Traffic Calming Measures at Major Road intersection points, Traffic Safety Barrier, Road Signage at proper locations as per IRC SP 88:2010, IRC 67-2012, IRC 99-2018 |
| 31 | Detail Data Sheet for tentative Embankment Protection work on that road stretch along with their Design, Drawing & Existing Site Photographs. |
| 32 | Design & Recommendation for Rigid Pavement & Roadside Drainage Structure at Reasonable road structures with Existing Site Pictures |
| 33 | a) General Abstract of cost for the proposed Scheme |
| 34 | Bill of Quantities for the Proposed Scheme |
| 35 | Quantity Estimate for the Proposed Scheme |
| 36 | Analysis of Rate for items considered in the Proposed Scheme |
| 37 | Technical Drawings related to the Proposed Scheme |
| 38 | Earthwork Calculations in Detail (to be done by Pre & Proposed Post Level measurement at frequent Cross Section & Long Section intervals) (Refer Sl. No.9d) |
| 39 | Preparation of final DPR for the total project 7 (Seven) copy. |
| 40 | Sub Total |
| 41 | GST 18% |
| 42 | Cess 1% Please Enable Macros to View BoQ information |
