Re tender EZHUMATTOOR GP Improvement of Foot path in ChuzhanaColony in ward 6

Amount

Foot path Slope reducing

11.1.1.1 : Excavation for Structures Earthwork 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

od1484113/2021_2022 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203<br>I. P.C.C grade M 10<br>(i) Nominal mix 1:3:6 WITHOUT FORM WORK

11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

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

od1484114/2021_2022 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.<br>

od1484115/2021_2022 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. ( modified dsr 50.2.6.1)

od1484116/2021_2022 : Fiilling with Quarry muck . Filling up Low lying and water logged areas with local material / quarry muck spreading in layers levelling the top at site and consolidation by ramming etc .<br>

Road cocreting

od1484112/2021_2022 : Construction of plain cement concrete pavement ,thickness as per design,over aprepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse andfine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in aconcrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixdesign,laid in approved fixed side formwork ,spreading the concrete ,compacted using needle vibrator andfinished in continuous operation including provision of curing of concrete slabs for 14 days and waterfinishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work

SABU K.S.

Samdaniel D

Bidder Name

SABU K.S.

Samdaniel D

TOBY PHILIP THAMPY