Vikas Khand Basti Sadar mein ambedkar park ke pas ankit srivastava se makan ke samne se madwanagar harijan collony hote huye madwanagar chauraha sampark marg par narendra verma ke makan ki taraf cc road nirman karya

E/W in excavation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 (For GSB Trenches)

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and work in embankment tobe in 20 cm. including ramming and dressing the surface to required levels and slopes & also including 1.5m lift & 30m lead including royalty required for proper completion of the work as per direction of E/I of the work including two lead & one lift etc. with royality charges (as per S.I. No. 253(Cartage of Earth upto 3 Km)

Loosening of the ground upto a level of 300 mm for the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III)

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

S/F Inaugration black granite (Polished)20mm thick stone size 0.90x0.60 m including lettering, printing, border ect. Will be painted of superior quality is required shade and colour including excavation of foundation (1.50x0.50x0.90m),P.C.C. 1:4:8(1.50x0.50x0.12m), brick work 1:4 with cement fine sand in foundation (1.36x0.345x1.20m) ,12mm thick plaster 1:4 with cement fine sand and finishing walls with water profing white cement paint of approved make and quality such as super snowcem paint etc. all complete.

Drain Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P etc. complete Rate as per S.I.No. 251 (Schedule Rate)

Cement Concrete with 40 mm Gauge approved stone Ballast, approved coarse sand and cement in proportion 6:3:1 in including supply of all materils labour and tools plants etc. required for proper complition for the work.. As per SI NO. 280

Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications Clauses 800,1205.4 and 1205.5 (R.C.C M 25 grade)