PERAYAM GP 38/2020-21 - CONSTRUCTION OF DRAIN TO CHOKKANKUZHY MAANKONAM KADATHU KADAVU ROAD, WARD 07

Amount

Drain

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

2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar

od487499/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded)

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)

11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.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

Concrete Path Connection

od487497/2019_2020 : Mord: Filling with contractor own earth (excluding rock) in open areas in layers not<br>exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and<br>lift up to 1.5 m as per direction of site Engineer-in-charge

od487498/2019_2020 : 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 20 (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 (steel channel, wedges, steel plates including<br>levelling the formwork as per drawing), spreading the concrete with showels, rakes, compacted using<br>needle, and vibrator and finished in continuous operation including provision of contraction<br>and expansion,construction joints, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and Technical Specifications clause 1501<br>

RAJEEV N

Bidder Name

JOHNSON

RAJEEV N