Under District Raebareli, Mainetnance of Culvert on Nala at Block Unchaharfrom Khanari to Kaluani, Lot No 1

Work

Clearng Jungle including uprooting of rank vageiations grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m. out side the periphery of area cleared. As per DAR No. 2.31

Construction of subgrade with Material obtained from borrow pits of Lokal earth Construction of Embankment with approved Material obtained from abaiable land and permitted and approved by E/I and as per technical specification clause 301.3.4.1 with all Lift and Lead,spreading,Grading to required slope and copacting to meet requirment of tables 300 .1 aad 300.2 as per tech classification 301.5 2 Km Cortage from site.

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to requierd lines, curves, grads and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements.as per mode 301.5(3.4)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401

Providing,Leying,Spreding and compacting Stone Aggregates of Specific sizes(22.4,53) to Water Bound Macadam Specification i/c Spreding in Uniform thickness,Hand Packing, Rolling with Three Wheel 80-100 KN Static Roller in stages to Proper Grade and camber Applying and Brooming Stone Screening to Fill up the intersticks of Coarse aggregate, Watering and Compacting to the Required Density Grade-3. as per technical specification clouse 405

Construction of Un-Reinforce and expansion Joint Construction Joints Only P.C.C. Pavement Thickness As Per Design Over a Prepared Sub-Base with 43 Grade Cement or Any Other type as Clause 1501.2.2 M-30 Grade Coarse and Fine Aggregate Confirming to is 383 Maximum Size of Coarse Aggregate not exeding 25 mm mix in a Concrete Mixer of not Less than 0.20 Cum Capacity and Approriate weigh batcher Using Approved mix design Laid in Approved Fixed Side Formwork and Fixing of 125 Micron polythene Film i/c the Levelling the Formwork As Per Drawing Spreading the Concrete with Shovel, Rakes, Compacting Using Needle,Screedand,Plate Vibraters and Finished in Continious operation i/c Provision of Contraction and Expansion Joints applying Primer and Curing Compound and Water Finishing to Lines and Grade Asper Drawing and Technical Specification Clause 1501.

Supply and Fixing of Sign Board at site. As Per N.S.

RCC Box Culvert

Earth Work in Excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by E/I all kinds of soil. As per DAR coad No. 2.8.1