Construction of 1 No Table Top at Kalagram Light Point and 3 Nos Table Top at Route No3 From ST Kabir Light Point to Nursery Light Point UT Chandigarh

Dismantling of existing Kerbs and stacking the same with a lead of 1000 Meter complete in all respect as per MORT&H specification and to entire satisfaction of Engineer-in-charge. N.S.

Refixing of dismantled PCC Kerb with cement mortar 1:2 complete n all respects and to the entire satisfaction of the Engineer in Charge.N.S.

Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge.N.S.

Dismantling of Mastic Asphalt / Bituminous concrete/Bitumen Macadam with latest mechanical means i.e. diamond cutter automatic milling machine including disposal of dismantled material with a (average) lead of 3km and credit of retrieved material complete in all respects and to the entire satisfaction of Engineer in Charge. N.S Credit of Dismantled flexible Pavment material to be recovred by the agency @ 880 per cum

Excavation for roadwork in soil with hydraulic excavator of 0.9 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 1000m complete in all respects and to the entire satisfaction of Engineer in charge. N.S.

Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, mechanically/manual means and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. N.S.

Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3

Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10

Providing and fixing 80mm thick high density rubber moulded precast cement concrete pavers block grey /coloured/ designer polished (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M-35 duly ISI Marked including the cost of best quality colours and hardening agents. The paver should be complied with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over a layer of 25mm thick screened sand to the required slope and requirement complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

Providing and laying tack coat with bitumen VG-10 @ 3.00 kg/10 sqm using sprayer pump on prepared surface heating bitumen in boiler and spraying bitumen with spray set fitted on bitumen boiler including cleaning of road surface with complete in all respect as per MORT&H specification and to the entire satisfaction of the Engineer-in-charge.