Tender For Restoration Of Rain Damages To Lis Kalehli Bajaura (3661) In Tehsil Bhunter Distt. Kullu (Sh:- Construction of Retaining Wall Plum Concrete 1:5:10 To Protection For Existing Channel/Kulh At Rds 250 To 259,350 To 364.50 And 550 To 565 Near
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Project Description
Tender for Restoration Of Rain Damages To Lis Kalehli Bajaura (3661) In Tehsil Bhunter Distt. Kullu (Sh:- Construction of Retaining Wall Plum Concrete 1:5:10 To Protection For Existing Channel/Kulh At Rds 250 To 259,350 To 364.50 And 550 To 565 Near Kalehli)) Estimated Cost:- 436969 Earnest Money:- 8739 Time:- 2 Months Cst:- 350
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: - |
| 2 | Providing and laying cement concrete 1:6:12 (1cement:6 sand:12graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all respects as per directions of Engineer-in-charge. |
| 3 | Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : - |
| 4 | Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 5 | Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300 mm as per HP.PWD specifications complete in all respects as per directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
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