CSIND. Clearing obstruction and desiting in meenachil river (Neelimangalam feeder canal) and repair of kumarakom boat rout canal in Kottayam District.

Amount

clearing Jungles

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

od34855/2020_2021/IA : Earth work excavation by mechanical means(Hydraulic excavator) over areas exceeding 30cm in depth ,1.5m in width as well as 10 sqm on plan including disposal of earth,disposed earth to be levelled and neatly dressed,All kinds of soil

od8236/2021_2022/IA : Providing bioshielding to river bank using bamboo/vettiver as per direction of department officers at site

Side protection

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

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

5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

od43602/2020_2021/IA : Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-25 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). 300 mm x250 mm piles.Details of cost for 20m length of pile.(Based on DSR 20.5.1) MATERIAL:Concrete - 0.30 x 0.25 x 20 = 1.50 cum

od43603/2020_2021/IA : Driving and installing Pre-cast reinforced cement concrete piles of any size and length in M-25 cement concrete, etc.complete (Based on DSR 20.5.1)

od43604/2020_2021/IA : Providing,conveying,hoisting and fixing up to floor five level, precast reinforced cement concrete in slabs including setting in cement mortar 1:3(1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with machine batched and machine mixed design mix M-25 grade cement concrete (based on DSR 5.16 )For precast slab(Lower) size -- 2.00 x 1.00 x0.08 mQuantity of concrete(1: 1.5:3) = 2.00 x 1.00 x 0.08 =0.16 cumArea of form work: sides 2 x 2.00 x 0.08 =0.32 sides 2 x 1.00 x 0.08 =0.16 Total area =0.48sq.m

od43605/2020_2021/IA : Providing,conveying,hoisting and fixing up to floor five level, precast reinforced cement concrete in slabs including setting in cement mortar 1:3(1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with machine batched and machine mixed design mix M-25 grade cement concrete (based on DSR 5.16 )For precast slab(Higher) -- 2.00 x 1.80 x0.06 mDetails of cost for one precast slab -- 2.00 x 1.80 x0.06 mQuantity of concrete(1: 1.5:3) = 2.00 x 1.80 x 0.06 =0.216 cumArea of form work: sides 2 x 2.00 x 0.06=0.24 sides 2 x 1.80 x 0.06 =0.216 Total area =0.456 sq.m

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

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)

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

SAJI A KURUVILLA

kjthomas

MUDOOR CONSTRUCTION

SUNNY JOSEPH

Bidder Name

kjthomas

MUDOOR CONSTRUCTION

SAJI A KURUVILLA

SUNNY JOSEPH

ANOOP THOMAS