Lot28 barsauta narayanpur marg se KD audaugik prasikshan sansthan ka nirman kary

Excavation in foundation in ordinary soil including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches MORD SPEC NO 300

Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202 &1203 Chap 11(11.4-800 &1200 iii) PCC M-10

Brick masonary work in cement mortar in foundation complete execluding pointing and plastering as per drawing and technical specification clause 600,1202 & 1203

Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 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 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over aprepared sub base, with 43grade cement or any of ther type as per clause 1501.2.2 M25 (Grade), coarse and fine agregates conforming to IS:383, maximum sixe of coarse aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capicity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythin firm wedges, steel plates including leveling the form work as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator sand finshed in continuos 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. Curing compound (where specified) and water finishing to line sand grade as per drawing and Technical Specification Clause 1501

S/F of Signboard and photography