K-II Head work in R-II Division during 2026-27.

Laying of footpath and pavement etc. with factory made precast cement concrete slab of size 400x400x50 mm finished smooth as per shape size and pattern over a base of 12 mm thick (average) cement mortar 1:5 (1 cement : 5 coarse sand) and having joints not exceeding more than 10 mm thick (average) in cement mortar 1:5 (1 cement : 5 coarse sand) neatly finished etc. complete as per direction and instruction of Engineer-in-charge (nothing extra shall be paid to the contractor by laying, slabs in approved pattern and using precast slabs of required shape at the end of footpath) (Length of finished CC Slab edging shall be measured for payment) (Old CC Slab shall be supplied by the deparment free of cost)

Providing and Laying of footpath and pavement etc. factory made precast cement concrete slab of size 400x400x50 mm with Mix 30 grade manufactured at an appropriate plant by compacting concrete in joint less steel moulds in two stages of vibration & compression and finished smooth as per shape size and pattern over a base of 12 mm thick (average) cement mortar 1:5 (1 cement : 5 coarse sand) and having joints not exceeding more than 10 mm thick (average) in cement mortar 1:5 (1 cement : 5 coarse sand) neatly finished etc. complete as per direction and instruction of Engineer-in-charge. (nothing extra shall be paid to the contractor by laying, slabs in approved pattern and using precast slabs of required shape at the end of footpath)

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Laying old 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with admixure of pigment to match the shade of stone. (Sand Stone shall be provided free of cost at site). Sand Stone (Red / White)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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

Relaying DQ stone flooring of size 100x100 mm and 70 - 80 mm thick and laid over 20 mm (average) thick base of mix cement mortar 1:6 (1 cement : 6 coarse sand) laid finishing joints with 10 mm thick and pointing with cement mortar 1:3 (1 cement : 3 coarse sand) with and admixture of pigment to match the shade of stone complete as per instruction and pattern approved by Engineer-In-Charge.

Providing & laying on Road pothole/ along the road channel, ready to use instant road repair bituminous premix compound which is manufactured with a blend of bitumen, aggregates (0.075mm to 10 mm nominal size) and high grade polymers. All Potholes to be cut in rectangular shape, Loose edges are to removed with chisel and hammer, loose material of potholes are to be cleaned off with the brushes. Then mix is to be filled up with shovels etc. The loose material is to be leveled, brought to shape then compacted with conventional rammer. The contractor would not be bound to apply the premix in the area less than 0.25 sqm area. The material bags should be brought on site and handed over to the Engineer in charge. The material bags to be used in the presence and as per the direction and instructions of Engineer in charge.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.