Mannathoor Pallithazham Mazhukkunnu road Side Retaining Wall, Concreting

Amount

Road Side Protection

8.3.1.A : Earthwork in Hill Road(i) Excavation in Hilly Areas in Soil by manual means.A)Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

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

11.1.1.2 : 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 (ii)3 m to 6 m depth

od163685/2019_2020 : DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete

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

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

2.7.D : 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.(D)Dry Rubble Masonry

od166933/2019_2020 : 75mmPVC pipe 4kgf/cm2 50 cm length for Weep Holes as necessary

od276718/2018_2019 : Dry rubble masonry with hard stone including all cost and conveyance.

od276719/2018_2019 : Providing concrete for plain/reinforced concrete as per drawings and specificatiobs(1) Nominal mix 1:2:4(1cement:2 course sand:4 graded stone aggregate20mm nominal size for wearing coat(modified 11.4.2.1)

od222295/2019_2020 : MoRD 1:3:6 Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering 1:3:6(1cement:3 coarse sand :6 graded stone aggregate 20mm nominal size spreading the concrete with showel compacted using needle vibrator)

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

15.13 : White washing of parapet walls of CD work and tree truncks <br> White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od277553/2018_2019 : MoRD . 11.4.3.1. : Providing concrete for plain concrete in pavement laid into required slope and camber in panels as required with consolidation and tamping etc complete as per drawings and technical specifications including formwork, compaction using vibrator etc complete. III. P.C.C. grade M 20 ( I ) Nominal mix ( 1:2:4 )

P.P.SAJU

Bidder Name

M C JOHN

P.P.SAJU