Tender For Structural Evaluation, Widening And Strengthening Of Flexible Road Pavements Using Falling Weight Deflectometer (Fwd), Technique For Preparation Of Detailed Project Report Of Kashemnagar-Natunhat-Srikhanda Road (Mdr) From 0.00 Km To 28.50
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Project Description
Tender for Structural Evaluation, Widening And Strengthening Of Flexible Road Pavements Using Falling Weight Deflectometer (Fwd), Technique For Preparation Of Detailed Project Report Of Kashemnagar-Natunhat-Srikhanda Road (Mdr) From 0.00 Km To 28.50 Km, Widening And Strengthening Work Except Paver Zone Ch. From 10.140 Kmp To 10.910 Kmp (770M) Under Bhatar Highway Sub-Division No.-I Of Burdwan North Highway Division In The Dist Of Purba Bardhaman During The Year 2026-27. (2Nd Call)
BOQ
| 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)ix) Pavement core cutting test (@ 5 km interval)x) Subgrade CBR test (@ 2 km interval along with validation of past 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 IRC (FWD)D. Analysis of Data as perrelevent IRCE. Estimate of Design Traffic as per relevent IRCF. Overlay Design as per relevent IRCG. Detailed inventory of road, bridges and structures (27.73 km)H.Topographical survey with mobile LiDAR (27.73 km)I.Overhead and underground utility survey through JV with concerneddepartments of electricity & PHE (27.73 km)J. K.Consolidated tree enumeration survey (27.73 km) if anyK. Preparation of LA plan and schedule through local amins including procurement of mouza maps and plot details (27.73 km) if anyL. ROW pillar installation (@ 250m interval on either side)M. Road safety audit (RSA) of existing road (27.73 km)N. Road safety audit (RSA) of existing road during operation (40 km outside project (road)O. Marking of trees to be felled, separately under social forestry and PWD (27.73 km) if anyP. Tree Enumeration Report (for PWD & Social Forestry Division) if anyQ. Design of Horizontal & vertical alignment of main road and service road (if any)R. Preparation of DPR 6 copy (soft copy should be submitted) Please Enable Macros to View BoQ information |
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