|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 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 and laying concrete for plain/reinforced concrete M10 (1:3:6) open foundations complete as per drawings and technical specifications clause 802,803,1202&1203 |
| 4 | Brick masonry work in 1:4 cement and course sand mortar in foundation complete excluding pinting & plastering as per drawing and tchnicla specifications clause 600,1202 1203 |
| 5 | Construction of granular sub-base by providing well graded Material, Spreeding 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 per Technical Specification Clause 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes 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 | construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tables 300.1 AND 300.2 AS PER TECHNICAL SPECIFICATION CLAUSE 301.5 including lead up to 1000 meter. |
| 8 | Provoiding and laying of Rubber moulded Zig Zag interlocking concrete block pavements Grade M-30 having thickness 80mm including leveling and dressing of surface3 to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand eyc as per technical specification clause 1504 |
| 9 | Cement concrete pavement with 1:2:4 in cement coarse sand and 20mm stone aggregate including finishing complete as per specification clauses 802, 803,1202 & 1203. |
| 10 | Construction of embankment 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 |
| 11 | SUPPLY AND FIXING OF 450MM DIA NP3 HUME PIPE |
| 12 | Supply of informatory M.S. Sign Board i/c all supply all labour material and painting & writing T&P etc all complete work. |
| 13 | As per order of Joint Secretary G.O No G. 1877Dated 21-02-2025 and Director cum chiefEngineer U.P. RED Lucknow Letter no 801 dated 03-03-2025 Deduction 5% for Competitive Price Efficiency. Please Enable Macros to View BoQ information |
