Harriya Nahar Pul se Khamhariya Sampark Marg tak Cc road nirman karya

Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches. As per S.I. No. 251

Concrete with 4cm. Gauge brick ballast, fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per PWD S.I. No. 275

Class 150 Sub class 'A' brick work in 1:4 cement and coarse sand mortar in foundation and plinth, including supply of all materials labour and T & P etc. required for the proper completion of the work. As Per PWD SI No. 305(B)

GSB Grade-1 Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 12.50cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 (4.1) and as per direction of E/I.

WBM G-3 - Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (4.7) and as per direction of E/I.

Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and cone. Slab (for C.C.Road slab), including supply of all materials, labour, T&P required for proper completion of the work. NS

Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to required temples as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade. Take a slab length of 33 rft. and 4" in depth. As per SI NO 773(B)

Making and filling expansion and construction joints with Bitumin 40% asbestos 5% and coarse sand 55% including all in CC Road.

12 mm.thick plaster with cement mortar consissing of 1 part cement and 4 part of fine sand of 1.25 FM over brick work minimum thickness not be less than 10mm. Including supply of all materials, labours and T&P etc. required for proper completion of work. As Per PWD SI No. 584

Providing Sign Board etc. in all respect.