PADIYUR GP 2025-26 Improvements of poomangalam padiyur karshaka sangham padasekharam

FRP shutter

OD266553/2025-2026:RING BUND type II Putting up ring bund with earth filled gunny bags of top width 1.0m,bottom width 2.0m,height 2.0m 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 silt by dismantlling the bund after completion of the work etc.complete. ( OD dataSpec 60.1.2. )

OD266556/2025-2026:Bailing out water using 5HP pump-Bailing out water with 5HP engine and pump set including conveyence to site and erection,cost of fuel,Lubrication oil and other store ,pay of staff etc.complete. (OD spec 60.2.2)

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

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

OD266554/2025-2026:FRP SHUTTER - Supplying and fixing FRP shutters of suitable size to withstand the design and max water pressure as prescribed by the departmental officer and installing the FRP channel provided in the grooves already arranged and asper the direction of departmental officers. (Modified data from 60.63.2)

OD266555/2025-2026:FRP CHANNELS- Supplying and fixing FRP channels of "C"profile and sill beam size 100x100x100mm with flange of 50 to 75mm dpth in the grooves already arranged and asper the direction of departmental officers. (Modified Data from 60.63.1)

14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)

OD267569/2025-2026:Engaging man coolies for miscellaneous works

OD351937/2025-2026:DISMANTLING DR - Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m

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

OD351952/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

OD351960/2025-2026: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. (modified data DSR 60.7.1)

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

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.

51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade