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| 1 | Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5 |
| 2 | E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. 1:3:6 |
| 4 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing & plastering as per drawing and technical specifications Clause 600, 1202 & 1203 |
| 5 | Construction of granular Sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401 |
| 6 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 7 | Providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of pre cost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements per technical specification clause 1504 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 .1:2:4 |
| 9 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 10 | Providing and laying 350mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete. MORD 1100 |
| 11 | E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material.300 11.1 |
| 12 | Providing concrete 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. |
| 13 | Stone masonry in cement mortar 1:4 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 14 | Providing concrete 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 15 | Providing and laying 450mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete. MORD 1100 |
| 16 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 17 | Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5 |
| 18 | Supply and fixing of sign board, Please Enable Macros to View BoQ information |
