Rural Engineering Department

Rural Engineering Department has published Tender For Cc Road Construction Work From Salahus House To Cantonment In Village Lehra - 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 upto a distance of 30 meters from the foundation trenches. As per S.I. No. 251 2 Concrete with 4cm. Gauge brick ballast, 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 SI No. 273 3 Class 150 Sub class A brick work in 1:4 cement and coarse sand of 2.25 fineness modulous 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 S.I. No. 305 4 GSB Grade-1Construction 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. 5 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 6 Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 2cm 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 byEngineer-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(A) (Average thickness 15 cm) 7 Making and filling expansion and construction joints with Bitumin 40% asbestos 5% and coarse sand 55% including all in CC Road. 8 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. As per SI No. 253 (For Patri work) 9 GST @ 18% . Last date of submission for this tender is 2025-02-12. This is a RCC Road tender in Maharajganj, Uttar Pradesh