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| 1 | Excavation in earthwork in hilly area by mechanical means all hights and depth, in all kind of soil including saturated soil comprising of mixed soil , ordinaryrock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side,water pollution , etc. and to protect stabality of hill side . Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting / excavation , including rock excavation shall be carried out true to lines grades , side slopes, width, chamber, super elevation and level as shown on the drawings or as directed by the Engineer-in - Charges, in conformity with the requirement of techanical specification for Rural Road, August 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation wodth including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut matereial inspecified manner,tremming, filling of unevenness, blindage and finishing of the road to specified dimensions or as dirrected by the Engineer-in -Charge for smooth riding. The recovery of useful stone that is 365.71 cubic meter in all cases falling which recovery @ Rupees 300/- only (Rupees three hundereed only) per cubic metre shall be effected on prorata basis. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. |
| 2 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per MORD Specification directed by Engineer-In- Charge |
| 3 | Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802, 803, 1202 &1203 including carriage of materials in all leads and lifts. a) P.C.C 1:4:8.(1 Cement :4 sand : 8 Agg. 40mm nominal Size) i/c carriage of material within all leads & lifts As per the direcion of Engineer In-Charge. |
| 4 | Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802, 803, 1202 &1203 including carriage of materials in all leads and lifts. a)P.C.C 1:3:6.(1 Cement :3 sand : 6 Agg. 20mm nominal Size) i/c carriage of material within all leads & lifts As per the direcion of Engineer In-Charge. |
| 5 | Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802,803, 1202 &1203 . P.C.C. nominal mix 1:5:10 (1 cement: 5 sand :10 aggregates-40mm)including carriage of materials in all leads and lifts. and as per the direction of Engineer-In- Charge |
| 6 | P/L of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 and IS:4826 in 100mmx100mm mesh(woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and clause 1301. technical specifications with in all leads & lifts, and as per direction of Engineer-in-charge. |
| 7 | 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 masonry work in head walls and parapets clause 1108. 900 mm dia pipe. |
| 8 | Backfilling Granular materials behind abutment, wing wall and retaining wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads, lifts.and as per the direction of Engineer-In- Charge |
| 9 | Providing and laying 100mm dia metre PVC pipe for wheep holes complete of approved quality Including carriage of material within all leads, lifts and as per the direction of Engineer-In- Charge |
| 10 | 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 H.P.PWD. Specifications and as per direction of Engineer-in-Charge. |
| 11 | Consolidation of sub-grade with power road roller of 8 to 12 (Eight to Twelve) tonns including making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade till the soil is evenly the densely consolidated and be have as elastic mass complete to make the surface for laying of soling and as per direction of the Engineer-in-Charge as per technical specification MORD 800,1600,300 including carriage of materials with in all leads and lifts and as per direction of Engineer-In-Charge |
| 12 | WBM Grading -I :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-1 as per Technical Specification Clause 405. by mechnically means using stone aggregate 90mm to 40mm (Ninety to forty milimeter size) including carriage of material with in all leads, lifts and as per the direction of Engineer-In-Charge. |
| 13 | Construction of unlined surface drain of average cross sectional area 0.40sqm in ordinary rock to specified lines grades,levels and dimensions. Excavated Material to be used in embankment with salify up to 3.00meter and lead of 50 Mtrs(average Lead 25 mtrs) as per approved design and technical specification clause 307 as per MORD Specification directed by Engineer-In- Charge.( By Mechanical means ) Please Enable Macros to View BoQ information |
