NABARD RIDF XXIV 2019-20 Construction of Manalelppally Kattady Moonnumoola Menonkali Vazhekkayi Road in Aymanam and Arpookkara Panchayath in Ettumanoor Constituency

Amount

Appendix A-Road formation ,PVD and construction of Toe wall

3.16 : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.Construction of dry rubble flooring at cross drainage works for relatively less important works.

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications<br> RCC Grade M20 - Using concrete Mixer - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

od23376/2016_2017 : Supplying and installing Flexible Pre-Fabricated Vertical drain (MEBRA DRAIN version HD 747088 of GeoTechnics Holland BV)&7407 or equivalent)consisting of high strength high permeability synthetic filter fabric surrounding a fluted core for water drainage of 10cm width and 3mm to 4mm thickness for an average depth of 5m below the operating platform level as per standard specification @1.3 metre equilateral triangle spacing on entire plan area of the road alignment where stabilisation of soil proposed in the soil investigation report and embankment design.

od23377/2016_2017 : Supplying and spreading 6.7mm course aggregate on the top of the Geotextile Fabric already laid in the entire area of the road alignment with minimum 20cm thickness as filter media where slush removal proposed as per the direction of departmental officers at site

od23378/2016_2017 : Supplying, providing and laying woven Geotextile Fabric ( Polyster or poly propylene having 3.00m minimum width and minimum 10% elongation at yield and minimum tensile strength of KN/mM) in wrap direction right angle to the alignment of the embankment with suitable laps instead of removal of slush proposed in the embankment design as directed by the departmental officers at site.

App B -Pipe culvert

3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.

15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.Construction of dry rubble flooring at cross drainage works for relatively less important works.

9.2.A : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . <br> 1000 mm dia <br>Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia

55.17.1 : Bored cast-in-situ M25 grade R.C.C. pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m.Pile diameter-750 mmBored cast-in-situ M25 grade R.C.C. pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m.Pile diameter-750 mm

12.38.A.2 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification <br> RCC Grade M20 - Using Batching Plant, Transit Mixer and Concrete Pump <br>Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M20 - Using Batching Plant, Transit Mixer and Concrete Pump

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile capProviding and laying of PCC M15 leveling course 100 mm thick below the pile cap

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

14.1.A.1 : Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer in super-structure as per drawing and Technical SpecificationFurnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer in super-structure as per drawing and Technical Specification

Appendix C-Box culvert 2x2

3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.

55.17.1 : Bored cast-in-situ M25 grade R.C.C. pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m.Pile diameter-750 mmBored cast-in-situ M25 grade R.C.C. pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m.Pile diameter-750 mm

12.38.A.2 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification <br> RCC Grade M20 - Using Batching Plant, Transit Mixer and Concrete Pump <br>Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M20 - Using Batching Plant, Transit Mixer and Concrete Pump

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile capProviding and laying of PCC M15 leveling course 100 mm thick below the pile cap

15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.Construction of dry rubble flooring at cross drainage works for relatively less important works.

13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications<br> RCC Grade M20 - Using concrete Mixer - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m

13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

od16651/2016_2017 : Bailing out water with 5HP engine and pump set

od16745/2016_2017 : Putting-up ring bund 1.80m height 1.50m width using sand filled bags in 2 rows andfilledwith clay in between the sand filled gunny bags, including consolidation and well maintaining the bund tillcompletion of work with cost and conveyance of materials andlabour charges etc complete

geo cheriyan kunnath

Bidder Name

geo cheriyan kunnath

EC CHERIAN