Protection work to the left bank of Pampa river from U/S of Veeyapuram bridge

Amount

Side protection using Pile and slab

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

OD39002/2024-2025:Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-30 cement concrete to carry safe working load not less than specified, including centering, shuttering, etc. complete but excluding the cost of steel reinforcement.(Length of pile for payment shall be measured from top of the shoe to the bottom of the pile cap). 500 mm x 350 mm piles.

OD39004/2024-2025:Supplying and fixing CI pile shoe, MS clamp and bolts for fixing precast concrete piles including all cost of materials and labour charges etc complete. Shoe size 350 mm x 500 mm. Based on approved data number 206 new 22. Weight of shoes and clamps are taken as the average of 350 mm x 350 mm and 500 mm x 500 mm shoe, in items 205 and 205 of approved OD.

OD39003/2024-2025:Driving and installing Pre-cast reinforced cement concrete piles of any size and length in M-30 cement concrete, etc. complete (Based on DSR 20.5.1)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

OD39858/2024-2025:Providing, conveying, hoisting and fixing precast reinforced cement concrete in slabs including setting in cement mortar 1:3 (1 cement, 3 coarse sand), cost of required finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, centering, shuttering, with machine mixed design mix M-25 grade cement concrete (based on DSR 5.16

OD39847/2024-2025:Providing, conveying, hoisting and fixing precast reinforced cement concrete in slabs including setting in cement mortar 1:3 (1 cement, 3 coarse sand), cost of required finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, centering, shuttering, with machine mixed design mix M-25 grade cement concrete (based on DSR 5.16

OD39006/2024-2025:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level.

OD39005/2024-2025:Protecting the filled earth from seepage through the joints of precast slab using Geo fabric filter GWF -26- 130 as per the direction from the departmental officers at site including all cost of material , labour , conveyance and all other incidentals charges involved etc complete.

Survey and demarcation

60.11.5:Providing BOUNDARY STONE .- 30*30*75 cm of hard stone 15cm chiseled dressed on all four sides including top including earthwork excavation and levelling course.

OD39974/2024-2025::Earth work in excavation by mechanical means (Hydraulic excavator) with Pontoon/manual means in foundation trenches or drains in or under water for removal of silt/sand/earth/clay etc with organic and inorganic sediments and impurities settled on the river bed and floating (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out the excavated silt and clayand depositing the same at either side of the river for forming side bund with out re-entry into the river and deposited earth to be laevelled and impurities were disposed of at the places pointed out by the departmental officers at site.

OD39009/2024-2025:Hiring a 4 seated fibre boat with outboard engine as and when directed by the Engineer- in-charge for inspection

N.V.RAJU (BID ID -2199228)

Bidder Name

Sheffin.K.Francis

N.V.RAJU