|
| 1 | Slip clearance (by manual means) of loose earth and other small loose materials 1 including disposal complete as directed by the Engineer-in-charge |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of 2 stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth. |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per 3 drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 11-4-1-1 |
| 4 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc, complete as per drawing and technical specifications. 1-4 |
| 5 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc, complete as per drawing and technical specifications. 1-4 |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per 5 drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 40 mm thick (1:2:4) 11-4-3-2 |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 12-3 |
| 8 | Providing, Lowering into trenches with true to alignment, laying & jointing of full length of HDPE Pipes of specified grade as per IS: 4984-1995 and specifications with testing of pipe line including supply of jointing materials. A PE -63 grade: PN 6.0(6.0 kg/cm2) |
| 9 | Providing and laying of wire crate3.00x1.50x1.50 in size with GI wire conforming toIS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in-charge. (As per PWD Uttarakhand specificationsGl wire 8 gauge BWG |
| 10 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 11 | Hand Packed stone filling in back of walllis including cost o fall materials royality MIS 1-5 Please Enable Macros to View BoQ information |
