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| 1 | Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, andtransporting to the embankment location within all lifts and lead upto1000m Morth_301. ( Including labour Cess Excluding G.S.T) |
| 2 | Construction of Embankment with Material Deposited from RoadwayCutting Construction of embankment with approved materialsdeposited at site from roadway cutting and excavation from drain andfoundation of other structures graded and compacted to meetrequirement of Table 300-2. Morth 305. ( Including labour Cess Excluding G.S.T) |
| 3 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with rotavator atOMC, and compacting with smooth wheel roller to achieve thedesired density, complete as per Technical Specification Clause 401. ( Including labour Cess Excluding G.S.T) |
| 4 | Construction of dry lean cement concrete (DLC) Sub-base over aprepared sub-grade with coarse and fine aggregate conforming to IS :383, the size of coarse aggregate not exceeding 25mm,aggregate cement ratio not to exceed 1 : 1, aggregate gradation afterblending to be as per table 600-1, cement content not to be less than150 Kg/Cum, optimum moisture content to be determined duringtrial length constructioin, concrete strength not to be less than 10 Mpaat 7 days, mixed in a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonnesvibratory roller, finishing and curing. ( Including labour Cess Excluding G.S.T) |
| 5 | Construction of Thin White Topping/Cement Concrete Pavement withplain cement concrete pavement over existing surface withapprove grade cement @ 400 kg per cum and as per IRC SP-76,coarse and fine aggregate conforming to IS 383, maximum size of fineaggregate not exceeding 25 mm, mixed in a batching and mixingplant as per approved mix design, transported to site, laid with a fixedform or slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction joint, jointfiller, sealant primer, joint sealant, admixtures as approved, curingcompound, finishing to lines etc.. and grades as per drawingMorth 6.6 ( Including labour Cess Excluding G.S.T) |
| 6 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade. Two or morecoats on new work over an under coat of suitable shade with ordinarypaint of approved brand and manufacture. DSR 13.62.1( Including labour Cess Excluding G.S.T) |
| 7 | Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections,and transporting to the embankment location within all lifts and leadupto 1000m Morth_301. ( Including labour Cess Excluding G.S.T) |
| 8 | Construction of granular sub-base by providing well gradedmaterial, spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desireddensity, complete as per TechnicalSpecification Clause 401. ( Including labour Cess Excluding G.S.T) |
| 9 | Providing and Laying of Interlocking Concrete Block Pavementshaving thickness 80 mm as per drawings and Technical SpecificationClause 1504. ( Including labour Cess Excluding G.S.T) |
| 10 | Construction of Embankment with Material Deposited from RoadwayCutting Construction of embankment with approved materialsdeposited at site from roadway cutting and excavation from drain andfoundation of other structures graded and compacted to meetrequirement of Table 300-2. Morth 305 ( Including labour Cess Excluding G.S.T) |
| 11 | Construction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density. complete as per Technical Specification Clause 401. ( Including labour Cess Excluding G.S.T) |
| 12 | Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections,and transporting to the embankment location within all lifts and leadupto 1000m Morth_301. ( Including labour Cess Excluding G.S.T) |
| 13 | Construction of granular sub-base by providing well gradedmaterial, spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desireddensity, complete as per Technical Specification Clause 401. ( Including labour Cess Excluding G.S.T) |
| 14 | Construction of Thin White Topping/Cement Concrete Pavementwith plain cement concrete pavement over existing surface withapprove grade cement @ 400 kg per cum and as per IRC SP-76,coarse and fine aggregate conforming to IS 383, maximum size of fineaggregate not exceeding 25 mm, mixed in a batching and mixing plantas per approved mix design, transported to site, laid with a fixed formor slip form paver, spread, compacted and finished in acontinuous operation including provision of contraction joint, jointfiller, sealant primer, joint sealant, admixtures as approved, curingcompound, finishing to lines etc.. and grades as per drawingMorth 6.6 ( Including labour Cess Excluding G.S.T) |
| 15 | Construction of Embankment with Material Deposited from RoadwayCutting Construction of embankment with approved materialsdeposited at site from roadway cutting and excavation from drain andfoundation of other structures graded and compacted to meetrequirement of Table 300-2. Morth 305. ( Including labour Cess Excluding G.S.T) |
| 16 | Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cutearth to embankment site with a lift upto 1.5 m and lead upto 50 m asper Technical Specification Clause 302.3. MORD 302(i) ( Including labour Cess Excluding G.S.T) |
| 17 | Plain cement concrete 1:3:6 nominal mix in foundation Providingconcrete for plain/reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 &1203days. MORD-11.4(i). ( Including labour Cess Excluding G.S.T) |
| 18 | Construction of precast RCC railing of M30 Grade, aggregate size notexceeding 12 mm, true to line and grade, tolerance of vertical RCC postnot to exceed 1 in 500, centre to centre spacing between vertical postnot to exceed 2000 mm, leaving adequate space between vertical postfor expansion, complete as per approved drawings and technicalspecifications. As Per MoRT&H 14.06 Or 14.07. ( Including labour Cess Excluding G.S.T) Please Enable Macros to View BoQ information |
