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| 1 | New sluice construction. |
| 2 | OD77687/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.00m bottom width 2.00m 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. |
| 3 | OD77686/2025-2026:Bailing out water with engine and pumpset above 10 HP and upto 20 HP including conveyance to site and errection,cost of fuel,lubrication oil and other stores,pay of staff etc complete. |
| 4 | 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 |
| 5 | OD343723/2025-2026:(MD 60.7.2) DR PACKING Under foundation - 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. |
| 6 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 4.1.6: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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 8 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | 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) |
| 10 | 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 |
| 11 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 12 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 14 | 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. |
| 15 | OD78463/2025-2026:(MD 60.63.1) FRP SHUTTERS - Supplying and fixing FRP Channels of \\"C\\" profile and sillbeam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arrangedand as per the direction of departmental officers. |
| 16 | OD78469/2025-2026:(MD 60.63.2) FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to withstand the design and max water pressure as prescribed by the departmental officer and installingthe FRP channels provided in the grooves already arranged and as per the direction ofdepartmental officers. |
| 17 | OD343721/2025-2026:(MD 7.1.1) Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer in charge at site. Modified 7.1.1 |
| 18 | 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 -in- Charges:In cement mortar |
| 19 | OD78512/2025-2026:Coconut Pile - Supplying and stacking well matured straight coconut post for driving downthroug various strata bellow bed level including cost coveyance labour charges etc complete. |
| 20 | OD78556/2025-2026:(CTE-MD 60.64.4) Coconut Pile - Driving down coconut pile to lines and levels throughvarious strata including all hire charges and labour for fixing , staging platform and all otherappliances necessary for pile driving down after pointing the bottom end |
| 21 | OD381056/2025-2026:Cutting and removing the excess length of wooden piles to lines and levels and removing thecut end of piles and stacking within 150m Please Enable Macros to View BoQ information |
