Mundapally Colony Karukayilpalam Road Concreting and Side protection wall

Amount

road concreting

3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

od503666/2019_2020 : Filling with quarry muck&lt;br&gt;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 quantity for 300cum

od503661/2019_2020 : Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other types as per clause 1501.2.2 M20 (grade) coarse and fine aggregates conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work, spreading the concrete, compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specifications clause 1501(modified 6.4) with form work

Side protection wall

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

od506165/2019_2020 : DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonary with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of Departmental officers at site 702,704,1202&amp;1203

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)

od506166/2019_2020 : Filling with contractors own earth ( excluding rock ) in trenches , plinths , sides of foundations etc.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.

od509390/2019_2020 : Providing and fixing name board including all labour charges etc.. complete.

C V MATHEW

MANOJ JOSEPH

Bidder Name

GEORGE V MATHEW

MANOJ JOSEPH

C V MATHEW