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| 1 | Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of serviceable material by manual means as per Technical Specifications Cause 201 for Rural Roads of MORD.A. Lead upto 100m(i) Gerth at brest height up to 500mm. |
| 2 | Picking up and removing old bituminous layer or sand sealing coat from ole black topped surface and cleaning the exposed surface by scraping and stacking the material as directed(a)by manual means (i) from 25 mm to 50 mm thick. |
| 3 | Box cutting or filling in Road embankment in all sorts ofsoil including spreading the spoils properly over theflank as necessary or on berm to approximate grade& camber and rolling the sub-grade with power rollerto proper camber and grade as per direction andsatisfaction of Engineer-in-charge including uprootingand removing plants and jungles when and wherenecessary.(a) Depth up to 150 mm. |
| 4 | (b) For each additional Depth of 150mm and partthereof. |
| 5 | Water Bound Macadam Sub Base by consolidatingJhama metal / Laterite chelly or stone metal /shingles of specific size in hard crust to requisitethickness (measured after compaction) in layersincluding screening of metals etc. as necessary,hand packing, sweeping, watering and rolling instages with power roller to proper line, grade andcamber, lighting, guarding & barricading andmaking necessary earthen bundh of one metrewidth on each side where necessary to protectedges and preparing the bed by necessary cuttingor filling and rolling all complete including the cost ofall materials and hire and labour charges of all menand machineries and compacting to the requireddensity, as per Clause 404 of Specifications for Road& Bridge Works of MoRT&H (5th Revision).b) By using jhama metal supplied by the agency |
| 6 | Providing laying, spreading and compacting stone aggregates of specific sizes water bound macadam specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tonnes in stages to proper grate and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering intluding lighting, gurading, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filing including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Secifications for Road & Bridge Works of MoRT&H (5th Revision)(i)Grading-I aggregate (63mm to 45mm) using stone screenig type A(13.20mm)B. Manual Means |
| 7 | (ii)Grading-II aggregate (53mm to 22.4mm) using stone screenig type B(11.2mm)B. Manual Means |
| 8 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM/WMM Surface: |
| 9 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of ORT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50-75 mm thick.) |
| 10 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) Tack coat (Over Granular surface treated with primer.) |
| 11 | (i) Tack coat (Over Bituminous surfaces.) |
| 12 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open graded premix surfacing of 20 mm thickness composed of 13.2 mm (@0.018 m³ per m²) and 11.2 mm (@0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per echnical Specification Clause 508 for Rural Roads of MORD |
| 13 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface oated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).II By Manual Means With Hot Bitumen Binder (@ 6.80 kg/10 sqm.) |
| 14 | Dressing and chilchalling Road flanks includingcutting and filling with earth up to 150 mm averagethickness finished with outward cross-grade of 1 in30. |
| 15 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.(iii) 12.5 cm av. Diameter |
| 16 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles(iii) 12.5 cm av diameter |
| 17 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm.and less than 15cm |
| 18 | Coal tarring on wooden surfaces including cost of materials (b)Onecoat |
| 19 | Supplying empty Cement bags in good condition. |
| 20 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 21 | Earthwork in excavation from borrow pits (landowned/arranged by the Department) and depositingin layers of 250 mm. including breaking clods inembankment works and to fill up back of abutments,depressions and ruts with an initial lead up to 50 m andinitial lift up to 1.5 m making bunds at top as directeddressing complete. (Borrow pit measurement)(i) in ordinary soil |
| 22 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within B) Beyond 1.00 Km. and upto 2.00 km |
| 23 | For compensation for earth for land owned and arranged by the contractor add Rs.25.00 per m³ extra over rate of E/W for land owned/arranged by the Department. Royalty Charge on earth @ Rs.29.00 per m³ & Cesses Charges @ Rs.5.30 Per m³ (i.e., Rs.15.00 per cft.), as per govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties & Cesses. (Quantity from item no. 24 & 25) |
| 24 | Supplying fitting and fixing R.C. guard post 1.37mlong with C.C. 1:2:4 with graded stone chips of13.2mm down casting , curing complete includingcost of providing 4nos.of 12mm dia. rod of length1.54m as main reinforcement and 6 nos. of roundshaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the topfinished surface and the other 5 nos of binders shouldbe placed at 245mm c/c ; the guard post is ofoctagonal section with inscribed circle of dia 24cmat the base tapering to corresponding dimensions of16cm at the top including two coats of painting withbest quality synthetic enamel paint of approvedmake and grade to form 6 nos. horizontal alternatebands in white/tannery yellow and black to 90 cmlength standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm.minimum dia, fixing the guard posts in the sameholes and repacking the earth properly so as to keepthe guard posts standing properly erect in correctposition true to line and length including carriage ofR. C. Guard Post with due care to the site includingloading into the truck and unloading at sitecomplete in all respect.With Pakur variety stone chips |
| 25 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 7,5 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) |
| 26 | A. Laboratory Investigation: xv) Laboratory determination of California Bearing Ratio on Disturbed / Remoulded samples as per IS: 2720, (Part XXXI).(b) Soaked |
| 27 | B Field Investigation: xii) Field determination of California Bearing Ratio as per IS 2720 (Part XXXI) |
| 28 | Traffic Survey |
| 29 | Design & vetting of design by reputed institution |
| 30 | Add GST @ 18% (CGST+SGST) |
| 31 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
