Tender For Restoration Of Rain Damages On Bhunter To Manikaran Road Km-1/610 To 35/110.(Sh:- Construction Of Wire Crated Retaining Wall With Plain Cement Concrete Pushta At Km-8/800 To 8/840 & Pcc-Retaining Wall At Km-9/020 To 9/035)
Tender Overview
Project Description
Tender for Restoration Of Rain Damages On Bhunter To Manikaran Road Km-1/610 To 35/110.(Sh:- Construction Of Wire Crated Retaining Wall With Plain Cement Concrete Pushta At Km-8/800 To 8/840 & Pcc-Retaining Wall At Km-9/020 To 9/035)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge. |
| 2 | Providing and laying concrete for plain/ reinforced concrete 1:3:6 (One cement : Three sand : Six graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203. within all leads and lift of materials and as per direction of Engineer-in- charge. |
| 3 | Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (One hundred millimetre) dia PVC pipe extending through the full with 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. within all leads and lift of materials and as per direction of Engineer-in- charge. |
| 4 | Providing and laying of boulder apron laid in wire crates with 4mm (Four millimetre ) dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (One hundred millimetre x One hundred millimetre ) mesh (woven diagonally ) including 10(Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg. (Twenty five kilogram ) each as per drawing and technical specifications clause 1301 within all leads and lift of materials and as per direction of Engineer-in- charge. |
| 5 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. Please Enable Macros to View BoQ information |
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