Construction of CC road and drain from Devendra Sharma house to Vijaypal Yadav house in Ward No. 14 Sarvodaya Nagar.

Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.

Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692

Deduct the cost of old bricks etc PWD SOR 2022 1(a)

Ded the cost of old bricks /batts S.I N0 1(F) SOR 2022

Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30

Cement Concrete with 4 cm guge approved brick ballast, Fine sand & cement in the proportion of 12:6:1 including supply of all matrials, labour, tools and plants etc. required for proper completion of the work.

M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work S.I No 305(a)

S/L 12 mm thcik plaster (1:4) with cement & coarse sand including all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.S.I N0-584

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge

Construction of un-reinforced dowl jointed at expansion and construction join 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 M 40(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, 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 construction joints, applying debonding strips, primer, sealant, approaches near 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 finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501