Construction Of Link Road From Thanger To Choudhary Abadi And Shamshan Ghat Near Dehar Khad Km. 0/0 To 1/200.(Sh: -Providing And Laying G-Iii, Cement Concrete Pavement At Rd. 0/200 To 0/480, U-Shape Drain At Rd. 0/200 To 0/275 + 45.00 Metre Edge Wall With
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Project Description
Construction Of Link Road From Thanger To Choudhary Abadi And Shamshan Ghat Near Dehar Khad Km. 0 / 0 To 1 / 200. ( Sh: -Providing And Laying G-Iii, Cement Concrete Pavement At Rd. 0 / 200 To 0 / 480, U-Shape Drain At Rd. 0 / 200 To 0 / 275 + 45.00 Metre Edge Wall With U-Shape Drain At Rd. 0 / 275 To 0 / 480 And Sump )
BOQ
| Sl. No. | Item Description |
| 1 | Construction ofembankmentwith approved materials deposited at sitefrom road way cuttingand excavationfrom drains and foundations of all other structures or other sourcegraded and compacted in 200mm (two hundred milimetres) thickness with Three Wheel Roller 80-100 (eighty-hundred) KN static weight roller to meet the requirement of tables300.1 and 300.2 as per M.O.R.D. technical specification section 300 and 1600 including carriage of materials within all leads,lifts and other incidentaland as per the entire satisfaction anddirection of the Engineer- In –Charge. The rate is including octroi, royality, malkana, toll tax,GST or other taxes imposed by the Government. |
| 2 | Earth work in excavationfor alltype ofroad structure such as retaining walls, breast walls, culverts, drains and parapets etcetera and other similar structure in all type of classification of soilcomprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) complete in accordance with the line and dimensions shown in the drawings as perM.O.R.D. technicalspecificationsection 300 and 1600 and as per direction ofthe Engineer- in – Charge includingsetting outshoring and bracing , removal of stumpsand other deleterious materials and disposal of materials upto any lead andlift including dressing of sides and bottom and back filling in trenches with excavatedsuitable approved material to theoriginal surface in layer not exceeding 150mm (One hundred fifty milimeter) compacted thickness including shoring, strutting and pumping and bailingout water (surface and sub soil water )upto any depth andquantum of water including cleaning of slush which may arrise out during dewateringas per entire satisfaction and direction of Engineer-in-Charge. includingcarriage of materials within all leads, lifts, other incidental . The rate isincluding octroi, royality, malkana, toll tax,GST or other taxes imposed by the Government. |
| 3 | Providing and laying mechanically mixed and vibratedplain cement concretefor all type of structurenominal mix 1:4:8 ( One cement : four sand : eightgraded crushed/ broken stone aggregate 40mm ( forty millimeter) nominal size on ground or under waterand curing complete including pumpingor bailing out water , dewatering (surface and sub soil water) and removal of slush as required at site which may arise at the time oflaying concrete completefor all heights/ depths including the cost of form work in retaining wall, breast wall etceteraas per drawings and M.O.R.D. technical specification section 800,900, 1200 and 1600 as per the direction and entire satisfaction of Engineer-in-Charge Including carriageof materialwithin all leads,lifts andother incidental . The rate isincluding of octroi, royality, Malkana, toll tax, GSTorother taxesimposed by the Government. |
| 4 | Providing Weep holes in brick masonry/ stone masonry/ plain/ reinforced concrete abutment, Wing walls, Return walls, Retaining walls with 100mm (One hundred milimetres) dia with pressure not less than 4.00 kg /cm² (four point zero zerokilogram ) per centimetre squareP.V.C. pipes extending through the full width of the structure with slope of 1 (one) (Vertically) : 20 (Twenty) (Horizontally) towards draining face complete as per drawing and MORD Technical specification Clause 614, 709, 1204.3.7, as per the direction of Engineer-in-Charge, including carriage of materials within all leads,lifts and other incidental .The rate isincluding of octroi,Royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 5 | Providing and laying mechanically mixed and vibrated concrete forreinforcedconcrete in open foundation design mix R.C.C. grade M-20 (M-twenty) with graded crushed stone aggregate 20mm (Twenty milimetres) nominal size havingcement contents not less than 350 kg (Three hundred fifty kilogram) per cubic metre andcuring complete for all heights/ depths including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in drain and sump etcetera as perdrawings and M.O.R.D. technical specifications section 800, 900 and 1200 complete including carriage of materials within allleads, lifts and other incidental andas per the entire satisfactionand directions of Engineer-in-Charge .The rate is including octroi, royality, malkana, toll tax,GSTor other taxes imposed by the Government. |
| 6 | Supplying fitting and placingHYSD barsreinforcementin sub structure complete as per drawing and MORDtechnical specification section 1000and 1200 including cutting, bending binding andplacing in position complete in all respect including cost ofbinding wireas per directions and entire satisfactions of Engineer-in-Charge,including carriage of materials with in all leads, lifts and other incidental. The rate isincluding octroi, royality, malkana, toll tax,GSTor other taxes imposed by the Government. |
| 7 | Providing laying spreading and compacting stone aggregate 53mm to 22.4mm (fifty three milimetres to twenty two point four milimetres) specified size to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 (Eighty/Hundred) K.N. staticRoad roller in stages to proper grade andcamber applying and broomingwith applicationof crushable screening at the rate of 0.22 cum( zero point two two cubic metres) per ten square metres, to fill up the intersitices of course aggregate, watering andcompacting to the requireddensity grading –IIIsize 75mm (Seventy Five millimetres) compacted thickness as per M.O.R.D. technical specifications clause405as perdirection ofEngineer – in- Charge,including carriage of materials within all leads,liftsand other incidental . The rate isincludingoctroi,royality, Malkana, toll tax, GSTorother taxesimposed by the Government. |
| 8 | Construction of un-reinforced, dowel jointed at expansion and construction joints only plain cement concrete pavement M-30 (M-thirty) (Grade) as per design over a prepared sub base with 43 grade (forty three) cement or any other equivalent as per clause 1501.2.2 conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm,(Twenty five millimetres)mixed in a concrete mixer of not less than 0.2cum (Zero point two cubic metres) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick(One hundred twenty five micron )polythene film wedges, steel plates including levelling the form work as per drawing, spreading the concrete with shovel, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars of appropriate dia near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slab for fourteen days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specifications section1500,andcuring complete, including carriage of materials within all leads, liftsand other incidental.The rate is includingoctroi,royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
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