Name of Work:- xzke vtÅj ugj iqy ls kSysUnz jktHkj ds ?kj ds rjQ lh0lh0 jksM dk fuekZ.k dk;ZA
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (execeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated carth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 (2023)
2
1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023)
3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth In: Cement mortar 1:4 (1 cement: 4 coarse sand) DSR 6.1.1 (2023)
4
12 mm cemeat plaster of mix: 1:4 (1 cement: 4 coarse sand) DSR 13.4.1 (2023)
5
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
6
Construction of plain Cement concrete pavements thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30(Grade) coarse sand fine aggregates conforming to IS 383.Maximum size of coarse aggregates not exceeding 25mm, mixed in a concrete not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weight batcher using approved mxi design, laid in approved fixed side formwork & 125 micron thikness polythene film including levelling the formwork as per drawing spreading the concrete with sholvels rackes compated using meedle, screed and plate vibrater and finishing in continuous operation including provision of construction and expension curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specification clause 1501
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