Chandrapravasaikiani Pwd Road To Karuna Pathak House In Bajali District Apart / Nocp / Roads / Baj-02 Construction Of Road From Chandrapravasaikiani Pwd Road To Karuna Pathak House Saloipara Village, Bar Saderi And Bajali District In Bajali Distri
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Chandrapravasaikiani Pwd Road To Karuna Pathak House In Bajali District Apart / Nocp / Roads / Baj-02 Construction Of Road From Chandrapravasaikiani Pwd Road To Karuna Pathak House Saloipara Village, Bar Saderi And Bajali District In Bajali District ( Length 0.75 Km ) Under Apart
BOQ
| Sl. No. | Item Description |
| 1 | Setting OutUnit=1km.The analysis of rate per km. shall account for the following:vi) Typical reference pillar as per drawing 200.2 |
| 2 | Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, uptoa lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1By Manual MeansIn area of non thorny jungle |
| 3 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5From Private land |
| 4 | Construction of Subgrade and Earthen ShouldersConstruction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1From Private land |
| 5 | Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401For Grading II material |
| 6 | Water Bound MacadamSub-base/baseWBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By manual means |
| 7 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.By manual means |
| 8 | Interlocking Concrete Block PavementInterlocking pavement blockProvidingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Excluding Edge block/ Edge restraints |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed stoneP.C.C. grade M 20Nominal Mix 1:2:4 |
| 10 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick,top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides.Lettering and printing arrows,border etc will be painted with ready mixed synthetic enmel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 11 | Traffic Signs Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm equilateral triangle |
| 12 | KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Ordinary Kilometer Stone (Precast) |
| 13 | KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200 m stone (precast) |
| 14 | Painting lines, dashes, arrows etc. on road in two coats on new workPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demacation at site and traffic control as per drawing and technical specification Clause 1702 |
| 15 | Excavation for StructuresEarthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary Soil3m to 6m depth |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed stoneP.C.C. grade M 10Nominal Mix 1:3:6 |
| 17 | Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204.With crushed stoneRCC grade M 20For height upto 5m |
| 18 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (FromPrimary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) insubstructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202 |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Sandy material |
| 20 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width 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 |
| 21 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 22 | Tree Plantation Planting of Trees and their Maintenance for three Year (Planting oftrees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deepdug in the ground, mixing the soil with decayed farm yard/sludgemannure, planting the saplings, backfilling the trenches, watering ,fixing the tree guatrd and maintaining the plants for three year. |
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