RFP for BHOPAL & Narmadapuram Division - Madhya Pradesh ...

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homogenous road segment or three samples for each soil typeencountered, whichever is more.4.9.3.3.3 The testing for subgrade soil shall include:(i) in-situ density and moisture content at each test pit(ii) field CBR using DCP at each test pit(iii) characterisation (grain size and Atterberg limits) at eachtest pit and,(iv) laboratory moisture-density characteristics (modifiedAASHTO compaction);(v) laboratory CBR (unsoak and 4-day soak compacted at threeenergy levels) and swell.4.9.3.3.4 For problematic soils, the testing shall be more rigorous. Thecharacteristics with regard to permeability and consolidation shallalso be determined for these soils. The frequency of sampling andtesting of these soils shall be finalised in consultation with theMPRDC officers after the problematic soil types are identifiedalong the road sections.4.9.4 Investigations for Bridges and Structure4.9.4.1 Inventory of Bridges, Culverts and StructuresThe Consultants shall make an inventory of all the structures(bridges, ROBs, culverts, etc.) along the road under the project. Theinventory for the bridges, and ROBs shall include the parametersrequired as per the guidelines of IRC-SP:35-1990. The inventory ofculverts shall be presented in a tabular form covering relevantphysical and hydraulic parameters4.9.4.2 Hydraulic and Hydrological Investigations4.9.4.2.1 The Consultants shall collect information on high floodlevel (HFL), low water levels (LWL), discharge velocity etc. fromavailable past records, local inquiries and visible signs, if any, onthe structural components and embankments. Local inquiries shallalso be made with regard to the road sections getting overtoppedduring heavy rains.4.9.4.2.2 The Consultants shall make a desk study of available dataon topography (topographic maps, stereoscopic aerialphotography), storm duration, rainfall statistics, top soilcharacteristics, vegetation cover etc. so as to assess the catchmentareas and hydraulic parameters for all existing and proposeddrainage provisions. The findings of the desk study would befurther supplemented and augmented by a reconnaissance alongthe area. All important hydrological features shall be noted duringthis field reconnaissance.ADB-IV45
4.9.4.2.3 For bridges and cross drainage structures having inadequatewaterway, history of overtopping and are proposed forreconstruction, the detailed hydrological and hydraulic studiesshall be carried out in accordance with IRC Special PublicationNo. 13 (“Guidelines for the Design of Small Bridges andCulverts”) and IRC:5-1998 (“Standard Specifications & Code ofPractice for Road Bridges, Section I General Feature of Design”).4.9.4.3 Condition Surveys for Bridges, Culverts and Structures4.9.4.3.1 The Consultants shall thoroughly inspect the existingstructures and shall prepare a report about their condition includingall the parameters given in the Inspection pro-forma of IRC-SP;35-1990. The condition and structural assessment survey of thebridges / culverts / structures shall be carried out by senior expertsof the Consultants.4.9.4.3.2 For the bridges identified to be in a distressed condition basedupon the visual condition survey, supplementary testing shall becarried out as per IRC-SP:35 and IRC-SP:40. Selection of testsmay be made based on the specific requirement of the structure.4.9.4.4 Geo-technical Investigations and Sub-Soil Exploration4.9.4.4.1 The Consultants shall carry out geo-technical investigationsand sub-surface explorations for the proposed new bridges /bridges proposed for reconstruction / Road overbridges/underpasses/ overpasses etc., along high embankments andany other location as necessary for proper design of the works andconduct all relevant laboratory and field tests on soil and rocksamples. The minimum scope of geo-technical investigations forbridge and structures shall be as under:S.N. DescriptionLocation of Boring1. Over all length = 6 – 30 m Each abutment location2. Over all length = 30 – 60 m Each abutment location and at leastone intermediate location betweenabutments for structures havingmore than one span.3. Over all length >60 m Each abutment and each pierlocations.4.9.4.4.2 The deviation(s), if any, by the Consultants from thescheme presented above should be got approved by MPRDC H.Q.being submitted through GM and DM of MPRDC.ADB-IV46
Page 1 and 2: MPRDCDPR - ADB -IVINVITATION FOR CO
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Page 21 and 22: MPRDCDPR - ADB -IVRATINGExcellent 1
Page 23 and 24: NARRATIVE EVALUATION CRITERIAFOR FU
Page 25 and 26: F. Counterpart Personnel and Facili
Page 27 and 28: 2.3 The Detailed Project Report wou
Page 29 and 30: 3.12 Deleted.3.13 In order to have
Page 31 and 32: 4.3 The consultant shall plan the a
Page 33 and 34: 4.7 Traffic Survey4.7.1 Number and
Page 35 and 36: 4.7.3.5 The distribution of lead an
Page 37 and 38: pessimistic and most likely traffic
Page 39 and 40: upgrading costs. The detailed topog
Page 41 and 42: 4.9.2.7 Details of utility Services
Page 43 and 44: (ii)(iii)(iv)shoulder condition;emb
Page 45: section testing shall involve carry
Page 49 and 50: 4.9.4.5.3 Environmental restriction
Page 51 and 52: (i)(ii)(iii)(iv)(v)horizontal align
Page 53 and 54: Government guidelines, use of flyas
Page 55 and 56: 4.9.6.9 Arboriculture and Landscapi
Page 57 and 58: 4.10.1.10 The consultant shall prep
Page 59 and 60: feasibility and effectiveness of in
Page 61 and 62: (ii)(iii)(iv)(v)Civil works contrac
Page 63 and 64: 4.12 Economic Analysis4.12.1 The ro
Page 65 and 66: 7. Project Team and Project Office
Page 67 and 68: e presented as separate sections li
Page 69 and 70: estimation, environmental aspects,
Page 71 and 72: (ii)(iii)(iv)(v)Locations of median
Page 73 and 74: that progress could be monitored by
Page 75 and 76: A. Selection Criteria for ProjectsS
Page 77 and 78: Handbook on Resettlement -A Guide t
Page 79 and 80: TABLE SAF1: PROJECT RANKING CRITERI
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Page 83 and 84: A2 : Local AlignmentA3 : JunctionsA
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Page 87 and 88: Schedule for Submission of Reports
Page 89 and 90: 4. Bridge Engineeri) Educational Qu
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Page 93 and 94: (Form-III)FIRM’S REFERENCESReleva
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(Form-VII)Format of Curriculum Vita
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(Form-IX)A. FIELD INVESTIGATION(1st
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FORM FIN-1FINANCIAL PROPOSALS ForPa
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LIST OF ADB MEMBER COUNTRIES1. AFG
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Agreement & General Conditions of C
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7. Responsibility for accuracy of t
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(a) The Consultants shall carry out
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1.2 Relation between the PartiesNot
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2.6 ModificationModification of the
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(e)(f)if, as the result of Force Ma
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or in the Discharge of their obliga
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(b)If required to comply with the p
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value. Such bank guarantee (i) to r
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7.4 ACTION FOR DEFICIENCY IN SERVIC
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APPENDIX- IFORM OF BANK GUARANTEERe
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RFP for BHOPAL & Narmadapuram Division - Madhya Pradesh ...

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