Tender For Excavation For Structures (Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressin, Mandi-Himachal Pradesh
TDR : 55016040
Tender Notice
BOQ
5 Days Left
Mandi
Himachal Pradesh
Tender For Excavation For Structures (Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressin
Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and black filling with approved material.) all means and any depth as may be necessary stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacked soil in fifteen centimeter, layers when required in to plinth and sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus unserviceable materials or as per direction of the Engineer-in-Charge with in all leads, lifts disposed material to be leveled and neatly dressed.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 respect. as per drawing and Technical Specification including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.
2
Providing and laying P.C.C. 1:3:6 (one cement : three sand : six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate 40mm (forty millimetre) nominal size upto any height mechanically mixed and vibrated placed in foundation including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
3
Providing and laying in position mechanically mixed and vibrated mixed and design mix M-30 (M-thirty ) grade cement concrete for reinforced cement concrete worke, in sub structure as per approved design mixed, to obtained the compressive but excluding the cost of centering, shuttering, finishing and reinforcement, complete including entire carraige of material in all leads and lift and as per drawing and technical specification including curing complete including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
4
Providing and laying cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M-20 (twenty) upto any height mechanically mixed and vibrated placed in foundation including curing complete as per drawing and Technical Specification including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.
5
Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete including binding wire as per drawing and technical specifications including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge.
6
Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 as per drawing and Technical Specification including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.
7
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm (six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information
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