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| 1 | Dismantling reinforced cement concrete and removing the debris within a lead of 50 m including cutting reinforcement bars and stacking the useful materials including handing over the bars to stores etc., as required and as directed by the Engineer-in-Charge complete.All labour and materials |
| 2 | Dismantling lime or cement concrete and removing the debris within a lead of 50 m complete and stacking the useful materialsetc., as required and as directed by the Engineer-in-Charge complete.All labour and materials |
| 3 | Earthwork in excavation in soft/loose soil over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressedetc., as required and as directed by the Engineer-in-Charge complete. |
| 4 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m etc.., as required and as directed by the Engineer-in-charge complete. All labour and materials |
| 5 | Providing ,Laying,spreading and compacting graded stone aggregate to Wet mix macadam as per specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compaction with vibratory roller to achive the desired density etc., as required and as directed by the Engineer-in-charge complete.All labour and materials |
| 6 | Providing Dry Lean Cement concrete 1:3:6 nominal mix using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position and spreading in layers, compaction with power roller, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials (W/C ratio shall be finalized by trial rolling at field, well in advance) |
| 7 | Transportation of debris / excavated earth to a lead of 12 KM including, stacking , loading and unloading and levelling the unloaded materials at a place of unloading etc.., as required and as directed by the Engineer-in-charge complete. |
| 8 | Construction of un-reinforced, dowel jointed, plain cement pavement quality concrete (PQC) M-35 mix over a prepared sub base with apporved grade of cement @ 400 kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, curing compound, admixture for workability, crystalline admixture for durability, finishing to lines and grades etc., as required and as directed by the Engineer-incharge, complete. All labour & materials. |
