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| 1 | Kulikadavu |
| 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 |
| 3 | OD430226/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 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. |
| 4 | OD430228/2025-2026: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. |
| 5 | OD512516/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost and conveyance labour charges etc complete. |
| 6 | OD514088/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hirecharges and labour for fixing , staging platform and all other appliances necessary for pile driving down afterpointing the bottom end |
| 7 | OD430225/2025-2026:Cutting and removing the excess length of wooden piles to lines and levels and removing thecut end of piles and stacking within 150m |
| 8 | OD430227/2025-2026: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. complete as per direction of Departmental officers at site. |
| 9 | 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) |
| 10 | OD430269/2025-2026:D38738/2023-2024 Roofing with GI hard colour powder coated trafford sheets 0.35mm thick or nearest available thickness with overlaps of 150mm at ends and GI hook or crank CI bolts and nuts including plain washers and bitumen washers etc. complete. (c) GI seam bolts and nuts 60cm centre to centre zig-zag, 30cm c/c straight, breadth is 5.1m No. of bolts in one lap 5.1/0.3=17nos., 2x26 (laps) x 17 Nos = 884 Nos. (d) GI J or L hooks 8mm dia.(No. of purlins to be used 5 on either side) 2x5x27 (No. of sheets) x 23 Nos. of bolts in each sheet = 810 Nos |
| 11 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Please Enable Macros to View BoQ information |
