Construction Of Public Bathing Ghat And Protecting The Right Bank Of Thodupuzha River Near Ddu Gky In Ward No . 1 And Renovation Extension Of Public Bathing Ghat Sathra Kadavu In Ward No . 14 Of Arakkulam Panchayath Construction Of Bathing Ghat And All
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Construction Of Public Bathing Ghat And Protecting The Right Bank Of Thodupuzha River Near Ddu Gky In Ward No . 1 And Renovation Extension Of Public Bathing Ghat Sathra Kadavu In Ward No . 14 Of Arakkulam Panchayath Construction Of Bathing Ghat And Allied Protection Works
BOQ
| Work Name:Construction of Public bathing Ghat and protecting the Right bank of Thodupuzha river near DDU- GKY in Ward no. 1 and Renovation & Extension of Public Bathing Ghat (Sathra Kadavu) in ward no.14 of of Arakkulam Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bathing Ghat and Protection wall | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 60.1.2 : RING BUND Type II Putting up ring bund with earth fille 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. | BI01010001010000000000000515BI0100001114 | 20 | metre |
| 3 | 1.02 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001115 | 96 | hour |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 35.207 | cum |
| 5 | 1.04 | 60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | BI01010001010000000000000515BI0100001117 | 75.684 | cum |
| 6 | 1.05 | od35446/2018_2019/IA : Conveyance and dumping of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position(60% 45 dm3 and 30% 30 to 40 dm3 and 10% 20 to 30 dm3 stone) to lines and levels including all leads and lifts as per direction of the departmental officers at site. | BI01010001010000000000000515BI0100001118 | 75.684 | cum |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001119 | 34.65 | cum |
| 8 | 1.07 | 60.7.1 : 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 | BI01010001010000000000000515BI0100001120 | 175.085 | cum |
| 9 | 1.08 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001121 | 35.468 | sqm |
| 10 | 1.09 | 5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001122 | 276.435 | kg |
| 11 | 1.1 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001123 | 5.44 | cum |
| 12 | 1.11 | 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) | BI01010001010000000000000515BI0100001124 | 9.613 | cum |
| 13 | 1.12 | 4.1.5 : 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 : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 1.575 | cum |
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