LAC-ADS Adoor Constituency 7544 Vanchippady- Nedumkunnu -malanada Road Construction in Erathu G.P

Amount

road protection

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

od216770/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry 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<br>

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

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

9.9.2 : Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 (ii)Nominal mix 1:3.6 (Hand mixing)

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

9.14.2 : Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108II. Earth filling (For marshy soil)

ROAD FORMATION

3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

od217023/2019_2020 : Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quantity for 300m3

od217031/2019_2020 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,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 formwork ,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

od217041/2019_2020 : Surface dressing of the ground including removing vegetation and in-equalities&lt;br&gt;not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to&lt;br&gt;1.5 m., All kinds of soil&lt;br&gt;

od216834/2019_2020 : Construction of plain c.c pavement(Without Form work),thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 grade,coarse and fine aggregates confirming to IS 383,maximum size of coarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.2m3 capacity and approximate weigh batcher using approved mix design.laid in approved fixed side form work wedges. steel plates including leveling the form work ,spreading the concrete compacted using needle vibrators and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grades as per drawing and Technical Specification clause 1501.

BIJU M

Bidder Name

BIJU M

AJEESH SREEDHARAN