KUMBILUMVILA COLONY DRAIN AND CULVERT in WARD 04 Project # 120

Amount

culvert

2.15 : Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od285815/2019_2020 : Side Drain Bed &amp; Reconcrete - Providing Concrete for plain/reinforecd concrete in open&lt;br&gt;area foundations complete asper drawing and Technical specifications Clause 802,803,1202 &amp; 1203 without&lt;br&gt;Form Work

od285817/2019_2020 : Side Drain Wearing Coat Providing Plain/ Reinforced cement concrete M20 1:2:4 using&lt;br&gt;20mm b/s in substructre complete asper drawing and technical specification clauses&lt;br&gt;802,804,805,806,807,1202 without form work ( modified 11.4.3)&lt;br&gt;

11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20

11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

od285900/2019_2020 : Fiilling with Quarry muck . Filling up Low lying and water logged areas with local&lt;br&gt;material / quarry muck spreading in layers levelling the top at site and consolidation by ramming etc .&lt;br&gt;

od285903/2019_2020 : Construction of un-reinforced plain cement concrete pavement ,thickness as per&lt;br&gt;design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30&lt;br&gt;(grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding&lt;br&gt;25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using&lt;br&gt;approved mix design,laid in approved fixed side formwork,spreading the concrete with&lt;br&gt;showels,rakes,compacted using needle vibrators and finished in continuous operation including provision&lt;br&gt;of contraction and expansion ,construction joints,curing of concrete slabs for 14 days, and water finishing to&lt;br&gt;lines and grade as per drawing and Technical Specifications clause 1501

SHARAVAN. R. NATH

Bidder Name

SHARAVAN. R. NATH

SUDAN G