S0300/19-20, Concreting, Construction of Retaining wall for 6th MILE - CHORACKAMOTTA ROAD in Ward No. XIV.

Amount

Construction of Retaining wall.

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od418413/2019_2020 : Dry stone masonry as per drawing and technical specifications.

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

Providing Pipe Culvert

9.1.1 : Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I. Ordinary soil(i) Upto 3 m depth

9.2.1 : Bedding for Pipe (i)Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia

9.11.A.3 : Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109(A) In 1:4 cement mortarIII. Random Rubble Masonry

Concreting of Road

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od418440/2019_2020 : Filling with quarrymukk filling up low laying water logged areas with local material /qarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving CBR Value of sub grade&lt;br&gt;

od418441/2019_2020 : Supplying and laying 10 mm nominal size Stone Aggregate (Single Size) 15 mm thick for preparation of sub grade to receive the concrete for road pavement including cost and conveyance of materials, consolidation charge etc. complete

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)

vakkan engineers and contractors

Bidder Name

Bibin Baby

vakkan engineers and contractors