RANNI GP ANNUAL PLAN 2020-21 KAKKANATTU PADI -PANARUKUNNILPADI ROAD CONCRETE CULVERT CONSTRUCTION (61/21) IN WARD 13

Amount

CULVERT -I &II

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

od739805/2020_2021 : DRY RUBBLE MASONRY_Dry rubble with out concrete leveling course masonry with good quality blasted rubble including packing to compactness to line and levels ,host and conveyance of all materials ,labour charges etc as per direction of departmental officers at site 702,704,1202 and 1203

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

od735994/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork spreading the concrete compacted using needle vibrators and finished in continuous operation including provision for <br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 (modified 6.4) with out form work

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

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

12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

ROAD CONCRETE

od736011/2020_2021 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5 m

od736015/2020_2021 : 15 mm thick back filling for pitching including supplying of required materials and consolidation etc .complete with stone aggregate 10 mm nominal size for insulation layer.

od736012/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork spreading the concrete compacted using needle vibrators and finished in continuous operation including provision for <br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 (modified 6.4) with out form work

SIDE PROTECTION

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

od739805/2020_2021 : DRY RUBBLE MASONRY_Dry rubble with out concrete leveling course masonry with good quality blasted rubble including packing to compactness to line and levels ,host and conveyance of all materials ,labour charges etc as per direction of departmental officers at site 702,704,1202 and 1203

od736012/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork spreading the concrete compacted using needle vibrators and finished in continuous operation including provision for <br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 (modified 6.4) with out form work

od739822/2020_2021 : Filling with contractors own earth [excluding rock]in trenches ,plinth,sides of foundation etc.In layers not exeeding20 cm in depth ,consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m per direction of site engineer in charge.

Rijo Abraham

Bidder Name

O.M MATHEW

Rijo Abraham