GENERAL NCC cadets training accommodation construction of run way and hanger unit Development of Runway General Civil Work

Amount

Development of Runway

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

3.5:Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres

protection work

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD123013/2021-2022:Dry rubble masonry with hard stone using departmental rubble.

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars

OD134185/2021-2022:Surface dressing,leveling inequalities,bund formation on top of the slope, Digging trench to fix coir geo textiles type H2M5(unit weight 740 g/M2 mesh size 7.57mm X 8.04mm)laying and fixing coir geo textiles with bamboo nails,proper vegetation of the layed area with vetiver and bush bamboo, cost of other material if any ,transportation, labour and technical supervision

OD123019/2021-2022: Providing and fixing DLP Board as per govt.direction including all cost, labour charge,conveyance etc as per the direction of engineer in charge

Santhosh.K.N

Bidder Name

M M Kunju Muhammed

Santhosh.K.N