ERT 115/2020-21 construction of protection wall in Kuttiyil

Amount

Side 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

od648429/2020_2021 : :Dry rubble masonry -Dry rubble with out concrete levelling course masonary with<br>good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials,labour charges etc complete as per direction of Departmental officers at site.<br>

od648430/2020_2021 : DR Top Belt - Providing Plain / reinforced cement concrete M- 20 ( 1:2:4) using 20mm b/s in sub structure complete asper drawing and technical specification Clauses 802,804,804,806,807,1202 and 1204 including form Work . ( Modified 11.4.3 )

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

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.

3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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

od648523/2020_2021 : Providing and Laying Reinforced Cement Concrete pipe NP2 as per design in Single Row&lt;br&gt;&lt;br&gt;Providing and laying reinforced cement concrete pipe NP2 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.&lt;br&gt;(C)450 mm dia

SUDHEER KUMAR. V

BINU THOMAS

Krishnakumar Krishnan Nair

MG RAVEENDRAN

K.O.BENNY

Bidder Name

Krishnakumar Krishnan Nair

SUDHEER KUMAR. V

K.O.BENNY

BINU THOMAS

MG RAVEENDRAN

JAIMES MATHEW