| 1 | 1 | Excavation in earth work in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precauctions against soil erosion damage to hill side. water pollution etc and to protect soil stability of hill suide rock shall be excavated with chieselling and wedging out rock(where blasting is prohibited). All earth work in cutting/excavation including rock ecvavation shall be carried out true to line, grades, slopes width camber super elevation and level as shown ion the drawing as per direction of Engineer-In-Charge in conformity with the requirement of technical speficiation for rural roads august 2004 clause 16.2 of general conditions of contract to achieve designed formation with including hauling and stacking of materials useful for construction at suitable sites and stage. disposal of unsuitable cut materials in specified manner, trimming filling of uneveness blindage and finishing of the road to specified diamensions or as directed by Engineer-In-Charge for smooth riding. The recovery of useful stones shall be made from the contractor and recovery of 290.35 cubic meter shall be made @ Rs. 170/- per cubic meter on prorata basis in each running bill. Any loss to the public and private property during the course of execution shall be restored by the contractor whatsoever the nature of the same may be. The serviceable materials will be stacked out specified/diamensions in all leads and lifts as per direction of Engineer-In-Charge. | 4154.74 | 4154.74 | Per Cubic meter. |
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| 2 | 2 | Excavation in soil in Hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.50 meters and lead upto 20 meters as per drawing and Technical specifications clauses 1603.1 including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I as directed by the Engineer-In-Charge. | 466.38 | 466.38 | Per Cubic metre |
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| 3 | 3 | Earth work in ecavation for structure as per drawing and Technical specification clauses 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto a leas of 50 meters of sides and bottom and back filling in trenches with excavated suitable materials including all leads and lifts, as per HP:PWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge. | 166.88 | 166.88 | Per Cubic metre |
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| 4 | 4 | Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 8.3 | 8.3 | Per Cubic metre |
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| 5 | 5 | Providing and Laying cement concrete 1:5:10( 1 cement :5 Sand :10 graded stone aggregate 40 mm nominal size) and curing complete including the cost of Farm work with steel plates and filled by bitumen drums in dressiest as per drawing and HP.PWD technical specifications. including all leads and lifts as directed by the Engineer-In-Charge | 140.758 | 140.758 | Per Cubic metre |
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| 6 | 6 | Providing and Laying concrete concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 13.16 | 13.16 | Per Cubic metre |
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| 7 | 7 | 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 | 281.25 | 281.25 | Per Cubic metre |
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| 8 | 8 | Providing and laying laid over cement concrete bedding complete as per drawinf and Technical Specification Clause: 1303 i) Rubble Stone laid in CM 1:3 including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge. | 0.49 | 0.49 | Per Cubic metre |
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| 9 | 9 | 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 work in head walls and parapets clause 1108. (i) 600 dia hume pipe including all leads and lifts, as directed by the Engineer-In-Charge | 7.5 | 7.5 | Per Running metre |
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| 10 | 10 | 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 all leads and lifts, aas directed by the Engineer-In-Charge | 44 | 44 | Each |
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| 11 | 11 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in Granular material including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge. | 16.17 | 16.17 | Per Cubic metre |
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