Tender For Deposit Work (Sdf/2026/137) Restoration Of Rain Damages To Water Supply Scheme Mandap In Gp Tourjajar In Tehsil Dhar Ur Distt. Mandi Hp (Sh:- Construction of Storage Tank 8500 Ltrs At Kaflani Devi Temple Bahali)
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Project Description
Tender for Deposit Work (Sdf/2026/137) Restoration Of Rain Damages To Water Supply Scheme Mandap In Gp Tourjajar In Tehsil Dhar Ur Distt. Mandi Hp (Sh:- Construction of Storage Tank 8500 Ltrs At Kaflani Devi Temple Bahali)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete using M-20 (1:1.5:3) with graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- |
| 4 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Providing and laying cement concrete using M-30 (1:1.5:3) with graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- |
| 7 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 8 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | 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 :- |
| 10 | 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. |
| 11 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm in thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 12 | Edges of slabs and Breaks in floors and walls. under 20 cm. Wide as per the direction and to the entire satisfaction of Engineer-in-charge. |
| 13 | Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
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Upcoming · 7 daysTender Documents
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