Valiyathodu Scheme in Mathilakam Block Panchayath (Budget Work)- Desilting,Reconstruction and Rectification of Cross Structures of Valiyathodu

Amount

Appendix A - Desilting of Valiyathodu from Kaithakulam to Pathazhakad - 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 as per the direction of departmental officers at site

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 beyond 30 cm girth up to and including 60 cm girth as per the direction of departmental officers 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 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 as per the direction of departmental officers at site

Appendix B - Proving wooden Shutter planks to the existing sluices- 60.8 : Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete for various sluices in thodu as per the direction of departmental officers at site

13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively for shutters as per the direction of departmental officers at site

60.5 : Supplying and fitting MS Rings - 100mm dia for shutters as per the direction of departmental officers at site

Reconstruction of Culvert at north side of Kathiyalam in Edavilang Panchayath-15.2.1 : Demolishing cement concrete 1:3:6 or richer mix (i/c equivalent design mix) manually / by mechanical means including disposal of material within 50 metres for foundation, abutments and wings, piers etc as per the direction of departmental officers at site

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead for foundation , deck slab and parapet as per direction of departmental officers at site

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 officers at site

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the direction of departmental officers 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 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 for foundation and wings etc as per the direction of departmental officers at site

60.64.1 : Coconut Pile for foundation of sluice- Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost coveyance labour charges etc complete as per the direction of departmental officers at site.

60.64.4 : Coconut Pile for foundation of sluice - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end as per the direction of departmental officers at site

60.64.6 : Cutting and removing the excess length of coconut piles to lines and levels and removing the cut end of piles and stacking within 150m as per the direction of departmental officers at site

60.7.4 : DR PACKING FOR FOUNDATION - Rough stone dry packing for foundation with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

4.1.6 : Providing and laying in position cement concrete :1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)of specified grade excluding the cost of centering and shuttering - All work up to plinth level for foundation of sluice as per the direction of departmental officers at site

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete :1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level for raft and wing foundation as per the direction of departmental officers at site

5.2.2 : Reinforced cement concrete work 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 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 for abutments, wings, pier, parapet etc as per the direction of departmental officers at site

5.3 : Reinforced cement concrete work 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement for deck slab as per the direction of departmental officers at site

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete for bed below raft, raft and wings etc as per the direction of departmental officers at site

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including for abutments and wings , sloping, wings , piers, parapet sides etc as per the direction of departmental officers at site

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform , deck slab bottom, sides etc as per the direction of departmental officers at site

5.22.6 : Steel reinforcement for R.C.C work Thermo - Mechanically Treated bars of grade Fe-500D or more including straightening, cutting, bending, placing in position and binding all complete for raft foundation, abutments, wings and parapet, slab etc upto plinth level as per the direction of departmental officers at site

Side Protection works- 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 officers at site

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per the direction of departmental officers 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 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 as per the direction of departmental officers at site

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

4.1.6 : Providing and laying in position cement concrete :1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering for protection wall - All work up to plinth levelas per the direction of departmental officers at site

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns as per the direction of departmental officers at site

TBAS Infrastructure Pvt Ltd.

SHAJI ULAHANNAN

K.P.JOY

SAJI A KURUVILLA

sebastian jose