Renovation of Erayamkudy Thura in Annamanada Panchayath - Thrissur District

Amount

Side protection of thura : 60.1.2 : RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete as per the direction of departmental officers at site.

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.

2.6.1 : 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.

2.25 : Filling available excavated earth (excluding rock) 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 near road portion as per the direction of departmental officers at site.

60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, 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.

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 for foundation. super structure of retaining wall , steps etc

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level for belts, pillars etc as per the direction of departmental officers at site.

5.22.6 : Steel reinforcement for R.C.C Thermo - Mechanically Treated bars of grade Fe-500D or more work including straightening, cutting, bending, placing in position and binding all complete upto plinth level for belt, box culvert, CC retaining wall , Side walls and base of leading channel, pillars etc as per the direction of departmental officers at site.

4.1.3 : Providing and laying in position cement concrete :1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering - All work up to plinth level for steps, CC retaining wall , side walls of leading channel etc as per the direction of departmental officers at site.

60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete as per the direction of departmental officers at site.

50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete for side walls of leading channel etc as 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,belts, side walls of leading channel etc as per the direction of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) of specified grade excluding the cost of centering and shuttering - All work up to plinth level for culvert, Leading channel bed etc as per the direction of departmental officers at site.

5.2.2 : Reinforced cement concrete :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in walls (any thickness),for box culvert, haunch excluding cost of centering, shuttering, finishing and reinforcement 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) box culvert,haunch, CC retaining wall etc as per the direction of departmental officers at site.

60.7.2 : DR PACKING Under foundation of retaining wall and culvert - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per 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 aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) for parapet wall of steps as per the direction of departmental officers at site.

Road shoulder work : od16038/2020_2021/IA : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 r|n Grading-I - Plant Mix Method for road shoulder and walkway as per the directions of departmental officers at site.

od16039/2020_2021/IA : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobblesin lines and levels as per the directions of the departmental officers at site inclusive of all cost& conveyance charges etc. complete for road shoulder and walkway

12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) for paver block protection and walkway side protection as per the directions of the departmental officers at site.

MOHAMMED SAKKEER K

MUHAMMED SIRAJUDHEEN M