Repair to road from Chhatabara to Nilok via-Manjuri road from 8/020km to 8/080km and 9/925km to 10/190km (Such as construction of cement concrete pavement) for the year 2025-26 of cement concrete pavement for the year 2025-26

Dismantling and removing of cement concrete including stacking the useful materials for reuse and removing the debries within 50M.lead from worksite etc. complete as per direction Engineer-in-charge.Seed storage room

Carriage of dismantling materials by mechanical means upto 5km lead sorting and stacking the dismantlled materials including cost of all labour for loading and unloading charges,transportation and spreading in layers at the dumping area etccomplete as per specification and direction of Engineer in charge

Excavation for road work in soil with Hydraulic excavator of 0.90 cum Bucket capacity including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000mtrs as per direction of Engineer-in-charge.

Loosening,levelling and compacting original ground supporting,scarified to a depth of 150mm as per clause 305 of MoRT&H specifications.

Supplying,filling foundation Trenches with sand well watered and rammed including all cost of materials and labour T&P etc. comple as directed by Engineer-in-charge.Cut off wall & Road carriageway

Providing and laying of Granular Sub-base by providing crose graded granular sub-base Grading-IV material as per table 400-1,spreading in unifrom layers with motor grder on prepared surface mixing by mix place method with rotavator at OMC. and compacting with Viratory roller to achieve the desired density complete asper clause No-400.1 of MoRT&H specificationsof road& Bridhe work (Fifth revision).

Construction of Dry Lean Cement Concrete Sub-base by Semi-mechanized method with coarse and fine aggregates conforming to IS : 383 the size of course aggregate not exceeding 25mm aggregate cement ratio not to exceed 15:1 aggregates gradation as per Table 600-1, cement content not to be less than 150kg./cum including curing and compacting to the required thickness as per appd. drawing and specification with cost,conveyance,of all materials, all labours hire and running charges of all machineries T&P sundries etc.complete.

Construction of Un-reinforced dowal jointed Plain cement Pavement quality concrete (PQC) over a preparede sub-base as per appd.mix design, uasing 43 grade cement not less than 400kg/cum, course and fine aggregate confirming to IS:383, maximum size of course aggregate not exdceeding 25mm, compcted and finished in a continuos operation including provision of contraction,expansion,construction and longitudinal joints and cost,conveyance of all materials including joint filler, separation membrance , sealant primer, joint sealant, finishing to lines and grades as per appd.drawing and technical specification and as per direction of Engineer-in-charge.

Providing and laying of Hot applied Thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms/sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level,uniform and free from streakes and holes.

Providing Plain cement concrete M-15 by using 40mm and down graded BHG(C.B) metal of appd.quality from appd.quarry including hoisting,lowering and laying concrete in layers to the reqd.levels ramming watering, curing etc. complete including cost,conveyance,royalties and taxes of all materials with all labour T&P reqd. for the work etc.complete in all respect and as per direction of Engineer-in-charge.

Supplying,filling foundation and plinth with excavated materials including watering and ramming including all cost of materials and labour T&P etc. comple as directed by Engineer-in-charge.