Flood Control Project in Thrissur Corporation- Renovation of Pananchakam Chira- Nettisssery (Div-16)

Amount

RENOVATION OF PANACHAKAM CHIRA

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 wellas 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

2.26.1 , Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

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

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 -inCharges:fncementno

Retaining wall

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 lalrnttr nharnac ctn comnlefe as oer direction of Departmental officers at site

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate20 mm nominalsize) up to plinth level with:Cement mortar 1:6 ('t cement : 6 coarse sand)

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - Allwork up to plinth level:1:2:4 (l cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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 Ste'el 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

6.3.1 Brick work with common burnt cray machine mourded perforated bricks of crassdesignation 12'5 conforming ro rs: 2222in superstructure above printh rever up tofroor five rever in cement mortar 1:6 (1cement : 6coarse sand): With F.P.S (non modular ) bricks (from floor 2 level up to floor 5 lvel)

13.1.1 12 mmcement plaster of mix:1:4 ( 1 cement : 4 fine sand)

10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing staircase railing and similar works, including applying priming coat approves steel primer. G.I pipes

13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work

od324412020-2021 providing and laying 80mm thick factory made interlocking clay tile made by maKing machine with of approved size, design and shape laid in required colour and pattern over and including 50mm thick 6mm aggregate filling the joints with fine sand etc all complete as per the direction of Engineer in charge

K.P.JOY