Development of Waterways and Canals- State Sector Development of Payyoli Canal from Ch 443.22KM to 444.42- KM in Thurayur Panchayath in Kozhikkode District

Amount

APPENDIX-A Dredging and deepening the waterway

60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete as per the direction of Departmental Engineers at site.

14.23 : Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like etc. complete as per the direction of Departmental Engineers at site.

od23247/2018_2019/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 pile cap).300mmx250mm piles.(Based on DSR 20.5.1) etc. complete as per the direction of Departmental Engineers at site.

od23250/2018_2019/IA : Providing, conveying,hoisting and fixing upto floor five level precast reinforced cement concrete slab 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 M25 grade cement concrete(based on DSR 5.16) for the first and second level precast reinforced cement concrete slabs etc. complete as per the direction of Departmental Engineers at site.( slab size 1860mmx500mmx100mm)

od23249/2018_2019/IA : Providing, conveying,hoisting and fixing up to floor five level precast reinforced cement concrete slab 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 M25 grade cement concrete(based on DSR 5.16) etc. complete as per the direction of Departmental Engineers at site. for Third level slab ( slab size- 1860mmx550mmx100mm)

od23248/2018_2019/IA : Providing, conveying,hoisting and fixing upto floor five level the precast reinforced cement concrete slab 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 M25 grade cement concrete(based on DSR 5.16) etc. complete as per the direction of Departmental Engineers at site. for Forth and Fifth level slab.( Slab size 1860mmx650mmx100mm)

od23253/2018_2019/IA : Providing, conveying,hoisting and fixing upto floor five level the precast reinforced cement concrete slab 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 M25 grade cement concrete(based on DSR 5.16) . etc. complete as per the direction of Departmental Engineers at site. for the sixth and seventh level slab ( Slab Size 1860mmx700mmx100mm)

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 etc. complete as per the direction of Departmental Engineers at site.

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. complete as per the direction of Departmental Engineers at site.

od23265/2018_2019/IA : Driving and installing Pre-cast reinforced cement concrete piles of any size and length in M-25 cement concrete ,etc. complete as per the direction of the departmental Engineers at site.(Based on DSR 20.5.1)

60.47 Providing filter for pile and slab protection work with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched together pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete as per standard specification and the direction of Departmental Engineers at site..

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) etc. complete as per the direction of Departmental Engineers at site.

5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars etc. complete as per the direction of Departmental Engineers at site.

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 depositing of excavated earth at suitable places pointed out by the Deparmental Engineers at site with all lead and lift s and deposited earth to be levelled and stack neatly all kind of soil etc. complete as per the direction of Departmental Engineers at site.l

od23267/2018_2019/IA : Earth work excavation by dredging (Dredger having a minimum capacity of 100 cum /hr)in all kinds of soil,including that under water(Except hard rock,requires blasting) up to any depth so as to get sufficient draft to line and levels , profile depositing the spoil at location already pointed out by the Engineers in Charge with all lead and lifts and deposited earth to be levelled and stacked neatly as per the direction of the department Engineers at site including cost and conveyance of HSD, oils, hire charges of dredger etc. complete.

od31031/2017_2018/IA : Conveying the spoil excavated from dredging in payyoli canal to deposit the same to place 2km away from the canal site as per the direction of departmental Engineers at site etc complete

Bidder Name

Minartech Developers PVT LTD