Under District Lucknow, Construction of road at R K Puram Colony (Front of Shri Ramchandra Mission Ashram) IIM Road, Lot No 4

Earth work in excavation in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavation earth upto 50m and lift upto 1.5 m. Rate as per DAR (2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement 5: coarse sand 10 graded stone aggregate 40 mm). Rate as DAR 4.1.10

Class-150 brick work in 1:4 cement and Corasand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work.as per DAR. No. 6.1.1

P/L in position cement concrete of specified grade excluding the cost of centering and shuttering-all work upto plinth lvl. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade stone aggregate 20mm nominal size) As per DAR 4.1.2

Excavating,supplying,stacking and filling of local earth (including royality) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm. in foundation trenches,plinth, sides of foundation etc. complete for all lift. As per DSR (2.25a)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Tachnical Specification Clause 401

Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density.

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

Supply and fixing of Information stone as directed by Engineer-in charge.