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| 1 | Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge. |
| 2 | Providing and laying cement concrete Mechanically mixed and vibrated mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 3 | Providing and laying 1:4:8 (One cement : four sand : eight graded stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 4 | Providing and laying concrete for plain/reinforced concrete 1:2:4(one cement : two sand : four graded stone aggregate) in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per entire satisfaction of Engineer-in-charge. |
| 5 | Providing and laying Reinforced cement concrete M-25 (twenty five) Grade approach slab complete as per drawing and MORD technical specifications clause 800, 1484.4 including cost of form work, reinforcement and curing complete including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer - in- charge . |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and MORTH technical specifications clouse 1600 including cost of binding wire including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. |
| 7 | Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 8 | Drainage spouts 100mm (one hundred millimetre) dia Galvanised iron complete as per drawing and MORTH technical specification 2705 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. |
| 9 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (One cement : three sand) Earth work in excavation and cement concrete for bedding to be measured and paid for separately including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge. |
| 11 | Earth filling in foundation trenches as per drawings and technical specifications clause 305.3 including carriage of material within all leads, lifts and other incidentals as per direction of Engineer-in-Charge. |
| 12 | Providing weepholes in brick masonry/ stone masonry / plain/ reinforced concrete abutment , wing wall, return wall with 100mm diameter (one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material and other incidentals as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
