Shahpur Singharjot se padiya sarothar marg ke km 1(150), 2(080) and 3(350) me CC marg and nail nirman karya

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3 as per Technical specification clause 405 (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).

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 1501.2.2 M30 (Grade), coarse and fine aggregates 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).

Excavation of Foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter 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 incharge up to a distance of 30 meters from the foundation trenches including all T&P phowereh and basket etc complete As Per SOR-251. (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).

Cement concrete with 4.0 cm gauge brick ballast, sand of 1.25 F.M. and cement in proportion 8:4:1 in foundations and under floors including supply of all materials labor and tools and paints etc. required for proper comialion of the Work. SI No.-275 (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).

RCC work with cement approved coarse sand and 20 mm gauge approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including S/O all materials required for proper completion of the work. As per SOR-284A (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).

HYSD steel bar work in plain work such as in reinforced concrete or reinforced brick work (When not including in overall rates) wrought) wrougth to required shapes as necessary including binding for proper completion of the work and including supply of steel its wastage. Band bokks and authorized overlapping shall be measured. As per Sl No 504 (Rates are Exclucive GST but Including all taxes royality, labour cess, material & T&P).