Tender For Restoration Of Rain Damages On Millag Maganal Bindla Digwa Road Km. 0/0 To 7/300. (Sh:- Construction of Boundary Wall In Plain Cement Concrete 1:4:8 At Rd 2/800 To 2/830 & Construction of R/ Wall In Wire Crate With Toe Wall In Plain Cement
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Project Description
Tender for Restoration Of Rain Damages On Millag Maganal Bindla Digwa Road Km. 0/0 To 7/300. (Sh:- Construction of Boundary Wall In Plain Cement Concrete 1:4:8 At Rd 2/800 To 2/830 & Construction of R/ Wall In Wire Crate With Toe Wall In Plain Cement Concrete 1:4:8 At Rd 7/150 To 7/200) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in all heights and depths in all kinds of soils for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. |
| 2 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.(PCC 1:4:8 ) ( One Cement : four Sand: Eight aggrigate )40mm( forty milimetre) nominal size) including all leads lifts and carriage of material as per the direction of the Engineer Incharge. |
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301, including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 4 | Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 ( Six hundred) mimlimetre with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (One thousand two hundred four point three point eight) within all leads lifts.and carriage of material as per the direction of the Engineer Incharge. |
| 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.including carriage of materials in all leads and lifts as per direction of Engineer-in-Charge Please Enable Macros to View BoQ information |
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