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| 1 | Appendix 1 : Construction of Sluice (1 No.) at Cherulipuzha, Ramp - 4 Nos.(Cherulipuzha-2 Nos ,Chirakkthazham- 1 No. & MuthuvummalThazham -1 No and Strengthening of Bund - Cherulippuzha. |
| 2 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 4 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 5 | 60.2.3Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 6 | 19.6.7Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collarsjointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 finesand) including testing of joints etc. complete:600 mm dia R.C.C. pipe |
| 7 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 8 | 60.64.1Coconut Pile - Supplying and stacking well matured straight coconut post for drivingdown throug various strata bellow bed level including cost coveyance labour chargesetc complete. |
| 9 | OD81461/2025-2026:Coconut Pile-Driving down coconut piles to line and levels through soft to mediumclay soil strata including all the hire charges and labour and all other appliancesnecessary for pile drivingdown after pointing the bottom end.Details for one post 6mlong 15 numbers per day 6x15=90m details for 90m length. |
| 10 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 11 | 51.2.3Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidationby ramming, etc complete for improving the CBR value of subgrade |
| 12 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 13 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 14 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 15 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 16 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 17 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 19 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 20 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 21 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 22 | 60.63.1FRP SHUTTERS - Supplying and fixing FRP Channels of \\"C\\" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves alreadyarranged and as per the direction of departmental .officers. |
| 23 | 60.63.2FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with standthe design and max water pressure as prescribed by the departmental officer andinstalling the FRP channels provided in the grooves already arranged and as per thedirection of departmental .officers. |
| 24 | OD81460/2025-2026Supplying and filling at site with contractor's own earth suitable for fillingbrought from outside, levelling at top at site and banking in layers not exceeding 20cm in depth, breaking clods, watering, ramming and dressing up in embarkments forbunds, roads, flood banks, marginal banks and guide banks or filling up grounddepressions and as per the direction of officers at site, etc. complete Please Enable Macros to View BoQ information |
