MOHALLA INDIRANAGAR ME DR PAL KE MAKAN SE OM PRAKASH MUNIM KE MAKAN KE PASS PLOT TAK CC ROAD AND NALI NIRMAN WORK

Excavation in foundation soil (Loam clay or sand) including left upto 1.5 meter (Sfts) and lead upto 30 Mtr (100 fts) & including filling watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surplus earth as director Engineer in charge up to distance of 30m (100 fts) from. the foundation trenches. (As S.I. No. 01 ) 2.6.1

Providing & Laying cement concrete 1:6:12 40mm gauge brick ballast etc. as per SI No 273

Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. DSR 2023 2.25 (A)

Class 150 brick work in 1:4 cement and C-sand etc. As per SOR CHIP 06 ITEM NO 1.0 (6,11)

12mm thick plaster with cement approved C-sand in 1.4 including supply of all materials labour and T&P etc, required for proper completion of the work (As per SI No 02

Construction of granular sub-base by providing well graded material. spreading in uniform layers with mortar 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 Technical Specification Clause 401.

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment 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 course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design and in approved fixed side formwork(Steel channel, laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing isnovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification

R.C.C. work with cement approved coarse sand & 3cm (3/4") gauge approved stone ballast in propotion 1:1.5:3 in slab excluding supply of rainforcement & its bending the same with 24 B WG binding wire & nescessary centering & shuttering etc, & also including supply of all materials, labour & tools & plants etc required for proper completion of the work strength of the concrete shal not be less then M-150 S.l No. DAR 5.2.2

Reinforced cement concrete work in excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size as per DAR(5.1.2)

Supply & fixing of stone in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 km distance to done from regular pits etc. Sl no. 253

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