Restoration Of Rain Damages Of Fis Hanuman Badog In Tehsil Arki Distt. Solan(Hp)(Sh:-Construction Ofretaining Wall For Protection Of Kuhal Between Rd 400 To Rd 500 Mtr .Andrd 1900 To Rd 2000 At Various Point)(Under Crf)
Tender Overview
Project Description
Restoration Of Rain Damages Of Fis Hanuman Badog In Tehsil Arki Distt. Solan ( Hp ) ( Sh:-Construction Ofretaining Wall For Protection Of Kuhal Between Rd 400 To Rd 500 Mtr .Andrd 1900 To Rd 2000 At Various Point ) ( Under Crf )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects. |
| 2 | Providing and laying cement concrete 1:6:12(1 Cement :6 Sand : 12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects. |
| 3 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish icluding centring, shuttering, strutting and propping etc with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same insitu reinfored concrete and plain concrete work in : |
| 4 | (a) Vertical surface such as wall (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like including carriage of materials upto all leads and lifts complete in all respects. . |
| 5 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size)andcuring complete excluding cost of form work in retaining walls/ breast walls, with in all leads and lifts and as per direction of Engineer-in- Charge. |
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