Construction Of Cc Road From Gour Das House To Krishna Mandir At Pipla Mgnrega
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Project Description
Construction Of Cc Road From Gour Das House To Krishna Mandir At Pipla Mgnrega , 1st class picked jhama bricks ( traditional ) , stone aggregate ( single size ) : 10 mm nominal size , stone aggregate ( single size ) :20 mm nominal size , portland cement , stone aggregate below 40 mm nominal size , loading unloading & stacking sand/ stone aggregate ( less than 40mm nominal size ) , coarse sand , hire charges of concrete mixer 0 . 25 to 0 . 40 cum with hopper , vibrator ( needle type 40 mm ) , polythene sheet ( 150 gm per sqm ) , thermocol 12 . 5 mm thick . , hire charges of shuttering plank ( 25mm-30mm thick ) without prop including all fittings , gst
BOQ
| Name of Work: CONST OF CC ROAD FROM GOUR DAS HOUSE TO KRISHNA MANDIR AT PIPLA MGNREGA (3209001003/RC/GIS/81379) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1st class picked Jhama Bricks(Traditional) | 16000 | No | |
| 2 | 2 | Stone Aggregate(single size): 10 mm nominal size | 21 | Cum | |
| 3 | 3 | Stone Aggregate(single size):20 mm nominal size | 42.75 | Cum | |
| 4 | 4 | Portland Cement | 30.6 | Tonne | |
| 5 | 5 | Stone aggregate below 40 mm nominal size | 63.75 | Cum | |
| 6 | 6 | Loading unloading & stacking Sand/ stone aggregate (less than\n40mm nominal size) | 63.75 | Cum | |
| 7 | 7 | Coarse Sand | 31.875 | Cum | |
| 8 | 8 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | 5 | Day | |
| 9 | 9 | Vibrator (Needle type 40 mm) | 5 | Day | |
| 10 | 10 | Polythene sheet (150 gm per sqm) | 75 | Kg. | |
| 11 | 11 | Thermocol 12.5 mm thick. | 14.7 | Sqm. | |
| 12 | 12 | Hire charges of Shuttering plank (25mm-30mm thick) without Prop\nincluding all fittings | 75 | Sqm. | |
| 13 | 13 | GST | 1 | - |
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