Gram Badgo mein Ziladhikari Awas Krishi Bhawan ke aage Manniya Mukhyamantri ji ke Composit Vidyalaya tak ke sadak tatha sadak ke dhono taraf pathway(Interlocking) karya ka nirman karya

Excavation in foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the 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 30m. from the foundation trenches including all T&P phowereh and basket etc.complete. As Per PWD SI No. 251

Concrete with 4cm. Gauge brick ballast, fine sand of 1.25 F.M. and cement in proportion of 12:6:1 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 SI No. 273

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)

Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. With Cartage 1 Km As Per Pwd SI No. 253

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 and as per direction of E/I.

Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope spreading and moisting 30m thick local sand on bend filling joints with local sand etc. for proper completion of the work as per drawing and Technical Specification Clause 1504 SI No. NS

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

Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finshed in continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water finishing to lines and grades as per drawing and Technical Specification Clause 1501