Construction C / O Rain Water Harvesting Structure At Taladigad Nallah In G.P Seraj Near Wtp Of Wss Mohani Khabbal / Taladigad Bahu In Tehsil Banjar Distt Kullu H.P. Under Jjm C / O Rain Water Harvesting Structure At Taladigad Nallah In G.P Seraj N
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Construction C / O Rain Water Harvesting Structure At Taladigad Nallah In G.P Seraj Near Wtp Of Wss Mohani Khabbal / Taladigad Bahu In Tehsil Banjar Distt Kullu H.P. Under Jjm C / O Rain Water Harvesting Structure At Taladigad Nallah In G.P Seraj Near Wtp Of Wss Mohani Khabbal / Taladigad Bahu In Tehsil Banjar Distt Kullu H.P. Under Jjm
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. |
| 2 | Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone agg.40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. |
| 3 | Providing and laying cement concrete 1:1 1/2:3 ( 1 cement :1 1/2 sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depthswith inall leads lifts andto the entire satisfaction of Engineer incharge. |
| 4 | Foundation and plinth with in all heights and depthsincludiingall leads lifts andto the entire satisfaction of Engineer incharge. |
| 5 | Wall ( any thickness but not less then 0.1m thickness ) attached pillaster butterssesplinth and string coursees etc from top of foundation level upto floor two level with inall leads lifts and to the entire satisfaction of Engineer incharge.mns, pillars posts and struts upto floor two level. |
| 6 | Providing and laying tor steel reinforcement for RCC work including bendingbinding and placeing in position complete upto floor two level with in allleads andlifts and to the entire satisfaction ofEngineer Incharge including cost of binding wires. |
| 7 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm, So as to give a fair finish including centering , shuttering , strutting and propoing etc with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu- reinforcedconcrete and plain concrete workwork in, with in all leads, lifts and to the entire satisfaction of Enginner incharge. |
| 8 | Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like - |
| 9 | Laying fxing of G.I pipe 100 mm dia for scour pipe with in all leads and lifts |
| 10 | Providing and fixing C.I Sluice valve ( with habd wheel ) as per IS: 780 Class-I upto 100 mm dia (including brass spindal and as per IS: 2906 class- for diameters more than 100 mm mm complete incluiding all alided accessories with its all leads and lifts |
| 11 | Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( Wire crates to be measured and paid for separately ) with in all leads ,lifts, carriage and to the entire satisfaction of engineer in charge. |
| 12 | Wire crates made of G.I. wire filled with boulders with square and cut faced against the wire ( boulder fillingsto be measured and paid for separately) i.eall leads and lifts(a)G.I. wire 5 mm thick corresponding to SWG-8 15cmx15cm mesh ) (labour Rate) |
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