Tender For Restoration Of Rain Damages To Lwss Kamlah Mandap (Kamlah Phase) In Tehsil Dhar Ur Distt. Mandi Hp (Sh:- Interlinking Of Storage Tank No.1 To Storage Tank No.2 At Seoh And Construction of Anchor Block) Under Pdna
Tender Overview
Project Description
Tender for Restoration Of Rain Damages To Lwss Kamlah Mandap (Kamlah Phase) In Tehsil Dhar Ur Distt. Mandi Hp (Sh:- Interlinking Of Storage Tank No.1 To Storage Tank No.2 At Seoh And Construction of Anchor Block) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres. |
| 2 | Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. (Labour rate). |
| 3 | 50mm dia (LC) |
| 4 | 40mm dia (LC) |
| 5 | Providing 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 and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 6 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 7 | Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in. |
| 8 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Providing and fixing Tor Steel reinforcement for RCC work including in position including cost of binding wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 10 | Providing circumferencial Butt welded joints by electrical arc welding to following dia MSERW/API/GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 11 | 150 mm dia Please Enable Macros to View BoQ information |
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