|
| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 meters |
| 2 | Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specifications. |
| 3 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specifications. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 (By mechanical means) (Grading I =90 mmto 63mm) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) (Grading II =63mm to 45mm) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. |
| 6 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as direction of Engineer- in- charge with in all leads and lifts |
| 7 | Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect. |
| 8 | Providing and laying Plain/reinforcedcement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203P.C.C. 1:3:6grade M -10. including cost of form work, centering, shuttering etc. |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 10 | Providing weepholesinbrickmasonary/ stonemasonery plain/reinforcedconcrete abutment wing wall returnwall with 100m mdiaP V Cpipeextendimg through the fullwidthofthestructureswithslop of 1(v) :20 (H )towards drawingfacecompleteas pardrawingandtechnical specification clauses |
| 11 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets clause 1108. 450 mm |
