Annual Plan-2025-2026 /Pr No S0234/26 /Construction of Ramp for Kulayidam Paddy Field -Ward 12 Kadukutty GP/Chalakudy Block

side pritection

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD503547/2025-2026:DR PACKING FOR APRONS- Rough stone dry packing for apron 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

OD503548/2025-2026:Bailing out water using pump above 5 HP and upto 10 HP - Bailing out water with engina and pump set above 5 HP and upto 10 HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc. complete

OD384366/2025-2026:DISMANTLING DR - Dismantling, clearing away and carefully stacking materials used for reuse for any thickness of wall

OD384367/2025-2026:DR WITH DEPARTMENTAL STONE- DRY RUBBLE MASONRY- Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per the direction of departmental officers at site

OD223436/2025-2026:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to lines and levels , cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers at site.

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

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

2.25: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.

50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge

OD503497/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. (Modified MoRD 4.11.2)