Restoration Of Rain Damage On Bounkhari Mour To Nagali Road Km . 0/0 To 12/0 Sh . Const . Of Retaining Wall In Wire Crate At Rd . 9/756 To 9/771 , Breast Wall In Wire Crate At Rd . 9/752 To 9/762 And C/O Trapezoidal Shape Drain At Rd . 9/625 To 9/7
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Project Description
Restoration Of Rain Damage On Bounkhari Mour To Nagali Road Km . 0 / 0 To 12 / 0 Sh . Const . Of Retaining Wall In Wire Crate At Rd . 9 / 756 To 9 / 771 , Breast Wall In Wire Crate At Rd . 9 / 752 To 9 / 762 And C / O Trapezoidal Shape Drain At Rd . 9 / 625 To 9 / 780
BOQ
| Name of work: - Restoration of Rain damage on Bounkhari mour to Nagali road Km. 0/0 to 12/0 (SH: - Construction of Retaining wall in wire crate at RD. 9/756 to 9/771 , Breast wall in wire Crate at RD. 9/752 to 9/762 and Const. of Trapezoidal shape Drain at RD. 9/625 to 9/780). | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150 mm (one hundred fifty milliMetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government. | 281.69 | Per Cubic Metre | |
| 2 | 2.01 | Providing and laying of boulder apron laid in wire crates with 4 mm (four milimetre) dia G.I wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) each as per drawing technical specifications Clause 1301 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government. | 265.66 | Per Cubic Metre | |
| 3 | 3.01 | Providing and laying plain cement concrete 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 20 millimetre (twenty millimetre) nominal size including the cost of form work and curing complete as per drawing and M.O.R.D technical specifications clause 802, 803, 1202 and 1203 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government. | 75.95 | Per Cubic Metre | |
| 4 | 4.01 | Back filling with granular material behind abutments, return walls, wing walls and retaining walls complete as per drawings and MORD technical specification clause 1204.3.8 or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax, GST or any other taxes imposed by the Government. | 18.45 | Per Cubic Metre |
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