Tender For Restoration Of Rain Damages On Bhiuli Chipanu Road Km. 0/00 To 4/00. (Sub Head:- Providing And Laying G-Iii As Correction Layer & Patch Work In Km. 0/00 To 4/00, Construction Of cement concrete Paver In Various Rds. 0/00 To 0/200, 3/200 To
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Project Description
Tender for Restoration Of Rain Damages On Bhiuli Chipanu Road Km. 0/00 To 4/00. (Sub Head:- Providing And Laying G-Iii As Correction Layer & Patch Work In Km. 0/00 To 4/00, Construction Of cement concrete Paver In Various Rds. 0/00 To 0/200, 3/200 To 3/250 & 3/400 To 3/500 And U-Shape Drain Between Km. 3/350 To 3/650.)
BOQ
| Sl. No. | Item Description |
| 1 | Water Bound Macadam with sub base/base. 1) WBM Grading 3. Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required desity Grading 3 as per technical specification clause 405. By Mechanical Means. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge |
| 2 | Maintenance of bituminous surface road Repair of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm (twenty millimetre) thick premix carpet and seal coat type-B specification Clause 1904.2, 503 and 508.1 including carriage of material with in all leads and lifts and other incidental complete as per direction of Engineer-in-Charge. |
| 3 | 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 any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 4 | Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. |
| 5 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand .60 mm (point sixty millimetre) thick cement concrete paver block of M-35 (M-thirty five) grade with approved colour, design & pattern curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
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