Structural Evaluation And Strengthening Of Flexible Road Pavements Using Falling Weight Deflectometer (Fwd), Technique For Preparation Of Derailed Project Report Of Monteswar-Dainhat Road (Sh-15) From 0.00 Kmp To 26.20 Km Under Khsd (2Nd Call), Burdwan-West Bengal
TDR : 45553683
Tender Notice
BOQ
Expired
Burdwan
West Bengal
Structural Evaluation And Strengthening Of Flexible Road Pavements Using Falling Weight Deflectometer (Fwd), Technique For Preparation Of Derailed Project Report Of Monteswar-Dainhat Road (Sh-15) From 0.00 Kmp To 26.20 Km Under Khsd (2Nd Call)
Name of Work:- Structural evaluation and strengthening of flexible road pavements using Falling Weight Deflectometer (FWD), Technique for preparation of Derailed Project Report of Monteswar-Dainhat Road (SH-15) from 0.00 kmp to 26.20 km under Katwa Highway Sub-Division of Burdwan North Highway Division in the dist of Purba Bardhaman during the year 2024-25. (2nd Call)
Sl. No.
Item Description
1
Scope of WorkA. Collection of historical data about the pavement.i) Initial pavement design-basis of design, guidelines followed, performance criteria adopted, layer types, layer thickness and properties assigned.ii) Data regarding functional and structural evaluation carried out if the existing surface is an overlay.iii) Laboratory testing results on different materials used (from Deptt.)iv) Internal and external drainage arrangement madev) As construction pavement details (from Deptt.)vi) Maintenance and rehabilitation data such as past distresses, effectiveness of different maintenance and rehabilitation measures undertaken in the past (from Deptt.) vii) Climatic condition data regarding rainfall intensity, temperature, occurrence of floods, overtopping of pavement, high water table etc.viii) Past traffic volume history, axle load spectrum data (from data) B.Pavement condition surveyPavement condition survey shall precede the actual deflection measurement and consists primarily of visual observations supplemented by measurements for estimation of cracking, rutting and other distresses in the pavement. 01 NoC. Deflection Measurement as per relevent IRCD. Analysis of Data as perrelevent IRCE. Estimate of Design Traffic as per relevent IRCF. Overlay Design as per relevent IRCG. Preparation of DPR 6 copy (soft copy should be submitted)
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