Palamel P (2019-20)Construction of Culvert in Thandanavila mukku pushpathadam road in palamel Gp (project No.15/20)

Amount

1.construction of culvert

od157695/2019_2020 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m<br>top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in<br>between with puddle clay to form bund for an average height 2.00m including dismantling after completion

od157697/2019_2020 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set<br>including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>complete

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

od246672/2019_2020 : Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 (14.8 Modified)

od266725/2019_2020 : FOUNDATION CONCRETE WITHOUT FORMWORK- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(MODIFIED 11.4.1.1)<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6

11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25

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

12.5.1.1 : 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 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202

13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25

2.Construction of 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

od174581/2019_2020 : Random rubble dry stone masonry

od174582/2019_2020 : Wearing coat over DR <br>Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)

od266752/2019_2020 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ( 3.4 Modified with increased compensation and additional actual conveyance) with out roller compaction.

3.concreteing of approach

od157948/2019_2020 : Road concrete with form work: construction of plain cement concrete pavement,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 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(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,curing of concrete slabs for 14 days,using<br> water finishing to lines and grade as per drawing and Technical<br>

od158025/2019_2020 : Steel fabricated name board 90 cm x 60 cm.Providing and fixing informative name board<br>written over MS sheeting 0.63 mm thick with 20 mm dia GI pipe section supported with 32 mm dia GI pipe<br>section firmly fixed to the ground by means of foundation with M10 grade cement concrete 250 mm x 250<br>mm x500 mm below ground level including painting with approved paint and including the cost of lettering<br>as per drawings.<br>

AKARSHKUMAR P

Bidder Name

VINOD KUMAR B

AKARSHKUMAR P