Mla-Adf-Improvement To The Protection Wall Of Manakkachira Vettadi Thodu And Its Allied Works In Changanacherry Thaluk Mla-Adf-Improvement To The Protection Wall Of Manakkachira Vettadi Thodu And Its Allied Works In Changanacherry Thaluk
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Mla-Adf-Improvement To The Protection Wall Of Manakkachira Vettadi Thodu And Its Allied Works In Changanacherry Thaluk Mla-Adf-Improvement To The Protection Wall Of Manakkachira Vettadi Thodu And Its Allied Works In Changanacherry Thaluk
BOQ
| Sl. No. | Item Description |
| 1 | Appendix (A): Construction of Boat Jetty - Detailed Estimate |
| 2 | 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 |
| 3 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 4 | od35761/2021_2022/IA : Conveying, lifting, handiling, hoisting, aligning and fixing R.C.C 300 mm square pile of 10 m & 11m inlength from the place of casting to placing site driving plant up to a distance of 150 m including hire chargesfor planks, wooden scantiling, coire rope,crow bars, etc. complete |
| 5 | od35762/2021_2022/IA : Driving down RCC piles 300 to 400mm square 9m to 12m in length to lines and levelsthrough various strata from bed level till refusal with monkey weighing not less than 2 T with the aid of pileDriving plant with winch barg and accessories, wire rope manila rope etc for including labor and hirecharges for all machinery and material required and cost of lubricant oils pay of staff etc complete(9m to 12m)length ).(Taking that 2 piles can be driven in a day for 9 m average depth) |
| 6 | od35764/2021_2022/IA : Providing CI pipe Shoe and MS clamps for the piles of size 300mm x300mm including all labour and materials etc complete |
| 7 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 8 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 9 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 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 | 13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 12 | 10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 13 | 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellowbed levelincluding cost coveyance labour charges etc complete. |
| 14 | 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end |
| 15 | 20.6.1.1 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityInitial test |
| 16 | 20.6.1.2 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityRoutine test |
| 17 | Appendix (B): Protection & rising of left bund of vettadi canal using DR masonry |
| 18 | 60.7.3 : DISMANTLING DR - Dismanling , 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. |
| 19 | 60.64.2 : Coconut Pile - Supplying and stacking well matured 1/2split and straight coconut post for driving down throug various strata bellowbed levelincluding cost coveyance labour charges etc complete. |
| 20 | 60.64.5 : Coconut Pile- Driving down half split coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end |
| 21 | 60.64.3 : Coconut pile -Supplying 1/4 split well matured and straight coconut wailing pieces and tied to the post with iron wires etc complete as per standard specification. |
| 22 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 23 | 51.2.3 : Filling with Quarry MuckFilling 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 |
| 24 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling courseusing departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 25 | 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. |
| 26 | 60.7.1 : DRYRUBBLE 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 |
| 27 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 28 | 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 |
| 29 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
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