Investigation Upgradation with BM and BC Improvements and Providing BM and BC works to Oorakam Naduvakkad - Nediyirupp road b-n km 0-000 to 4-000 and MorayurValancheri-Arimbra Oorakam- Nediyirippu Harijan colony road B-w km 8-800

Amount

INVESTIGATION WORKS

OD223324/2024-2025:Turning movement survey at THREE ARM Junction "Conducting turning movement survey at junction for one day for peak hours (7am to 11 am and 3.30 pm to 7.30 pm) by recording the classifIed volume count in the prescribed format, including provision for engaging technicians and setting up of station etc and compiling the data and submitting the same in hard and soft copy etc. complete as per the instructions of P W D officials"

OD223321/2024-2025:CBR Collection of sub-grade soil sample at 500m interval carefully by excavating pit of area 1.0*0.6m through overlying bituminous and granular layer or from sub grade of formation area as directed by the engineer in charge for laboratory test and filling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officer at site.

OD223319/2024-2025:Conducting Soil Classification test, Standard Proctor Test,and CBR test as per the IS Code guidelines and making report of one soil sample

OD223323/2024-2025:BBD Conducting one test consisting of taking deflection at 10points at 50m interval on one km stretch according to specification given in 81-1997, number of test conducted is as directed by the engineer in charge- conducting laboratory test to get moisture content and soil classification as per IS standards - For arranging equipment for testing 1km test taking one and half hour - Calculating Characteristic deflection of one test from one test data obtained from part 1 ( one test data means comprising of taking deflection at 10 points at 50m interval in 1km stretch according to the specification given in IRC81-1997) and submitting in hard and soft copy

OD223320/2024-2025:Study of pavement composition by cutting open pit at tar edge to get the details of layers (thickness and type ) of pavement composition - at one location as suggested by the engineer in charge carefully by excavating pit of area 1.00x 0.60m through overlaying bituminous and granular layer including BC, DBM/BM, WMM and GSB at tar edge and refilling and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site and reporting the pavement composition with photographs and measurements specifying the type of layers

OD223322/2024-2025:AXILE LOAD SURVEY Conducting and recording as per T2performa based on vehicle code the axile load survey round the clock (24hours)for location through manual method using static weigh pad.

Liju D John (BID ID -2217855)

Bidder Name

Liju D John

ABU THAHIR