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| 1 | Bituminous Pavement Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specifications Clause 201 for Rural Roads of MORD.By Manual Means |
| 2 | 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. |
| 3 | b) For each additional Depth of 150mm and partthereof. |
| 4 | Dismantling of cement concrete pavements bymechanical means using pneumatic tools breaking topieces not exceeding 0.02 cum in volume and stockpiling at designated locations and disposal ofdismantled materials upto a lead of 1000 m, stackingserviceable and unserviceable materials separately asper Technical Specification Clause 202 for Rural Roads ofMORD. |
| 5 | Construction of Embankment with Material Obtainedfrom Borrow PitsConstruction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to requiredslope and compacting to meet requirement of Tables300.1 and 300.2 with a lead upto 1000 m as perTechnical Specification Clause 301.5 for Rural Roads ofMORD. (Mode of measurement: pre works and postworks) |
| 6 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) |
| 7 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. |
| 8 | Construction of granular sub-base by providinggraded material, mixing in Wet Mix Plant atOMC, carriage of mixed material to work site,spreading in uniform layers with Motor graderon prepared surface in proper grade andcamber, compacting with vibratory powerroller to achieve the desired density, includinglighting, guarding, barricading, including cost ofall materials, machinery, tools and plants andcost of quality control complete as per Clause401 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision).(ii) Grading – II |
| 9 | Construction of granular sub-base by providinggraded material, mixing in Wet Mix Plant atOMC, carriage of mixed material to work site,spreading in uniform layers with Motor graderon prepared surface in proper grade andcamber, compacting with vibratory powerroller to achieve the desired density, includinglighting, guarding, barricading, including cost ofall materials, machinery, tools and plants andcost of quality control complete as per Clause401 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision).(ii) Grading – II2nd layer |
| 10 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withvibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite typeof screening / binding materials to fill up theinterstices of coarse aggregate, watering includinglighting, guarding, barricading and makingnecessary earthen bundh of one metre width oneach side and preparing the bed by necessarycutting or filling, including cost of all materials andhire and labour charges of all men and machineryand compacting to the required density, as perClause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).(i) Grading-I Aggregate (63 mm to 45 mm) UsingStone Screening Type A (13.2 mm) |
| 11 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withvibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite typeof screening / binding materials to fill up theinterstices of coarse aggregate, watering includinglighting, guarding, barricading and makingnecessary earthen bundh of one metre width oneach side and preparing the bed by necessarycutting or filling, including cost of all materials andhire and labour charges of all men and machineryand compacting to the required density, as perClause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).(iii) Grading-II Aggregate (53 mm to 22.4 mm) UsingStone Screening Type B (11.2 mm) |
| 12 | Prime CoatProviding and applying primer coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 and requisite quantity on preparedsurface of granular base including cleaning of roadsurface and spraying primer using Mechanicalmeans including cost and carriage of bitumenemulsion and all other incidental costs of workcomplete as per Clause 502 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). |
| 13 | Tack CoatProviding and applying tack coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 on the prepared surface cleaned withHydraulic broom, moistening the surface includingcost and carriage of emulsion, hire charges ofmachinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). |
| 14 | Open-Graded Premix Surfacing using Viscositygrade Paving Bitumen and HMPProviding, laying and rolling of Open - graded premixsurfacing 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 cleaningof the surface, screening, cleaning and pre-heatingstone chips and fully pre-coating the same eitherusing viscosity grade paving bitumen or cut-back oremulsion, carrying the mixture by tipper trucks or byany other suitable arrangements, laying the mixtureuniformly over the surface with paver finisher,including manual operations as and when requiredfor proper line, grade and level to serve as wearingcourse on a previously prepared base, includingmixing in Hot Mix Plant and thoroughly rolling with asmooth wheeled roller 8-10 tonne capacity, finishedto required level and grades including the cost andcarriage of stone chips and matrix, heating thematrix, preheating the aggregates to requiredtemperature and including the hire charges of HotMix Plant and other machinery, pay of operators,cost of fuel and lubricants etc. complete as perClause 510 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). |
| 15 | Seal CoatA. Providing and laying Liquid Seal Coat (Type A) withapproved quality stone chips and bitumen binder onthoroughly cleaned black top surface, spreadingscreened & cleaned stone aggregates (100 %passing through 11.2 mm sieve and retained on 2.36mm sieve) uniformly @ 0.09 m3 of dry aggregate per10 m2 of area using suitable means, brushing thechips, if necessary, to ensure uniformity, followed byrolling with power roller including the cost andcarriage of binder and stone chips, cost of heatingthe binder and all other incidental charges, cost offuel and lubricants, including hire charges ofmachineries, tools & plants required for constructionand quality control complete as per Clause 511 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision). |
| 16 | Concrete Pavement Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in anypart of foundation of bridges / culverts with gradedstone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper gradingzone, both of approved quality and cement, asnecessary, cost of curing with water, including costand carriage of all materials and includingpreparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork butexcluding reinforcement complete as per drawingand technical specifications. |
| 17 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 18 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 19 | Pipe culvertEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD 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. |
| 20 | Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 GRADE - USING CONCRETE MIXER[Stone aggregate of Pakur variety] |
| 21 | BEDDING FOR PIPEi) Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD |
| 22 | Plain / Reinforced Cement Concrete in Substructurewith coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20 - Using concrete mixer. |
| 23 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. |
| 24 | GUARD WALLEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and racing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 25 | Sand filling in foundation trenches and at the backof abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 26 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper grading zone, both of approved quality andcement, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excludingcost of labour and materials for formwork &reinforcement works.PCC GRADE M-15 NORMAL 1:2:4 |
| 27 | Plain / Reinforced Cement Concrete in Substructurewith coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20 - Using concrete mixer. |
| 28 | PCC DRAINEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and racing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 29 | Sand filling in foundation trenches and at the backof abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 30 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper grading zone, both of approved quality andcement, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excludingcost of labour and materials for formwork &reinforcement works.PCC GRADE M-15 NORMAL 1:2:4 |
| 31 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper grading zone, both of approved quality andcement, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excludingcost of labour and materials for formwork &reinforcement works.PCC GRADE M-15 NORMAL 1:2:4 |
| 32 | Supplying fitting and fixing R.C. guard post 1.37m longwith C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost ofproviding 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.With Pakur variety stone chips |
| 33 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (III)200 M STONE (PRE CAST) |
| 34 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (II)ORDINARY KILOMETER STONE(PRE CAST) |
| 35 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (I)5TH KILOMETRE STONE (PRECAST) |
| 36 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) 60 cm equilateral triangle |
| 37 | iii) 60 cm circular |
| 38 | vi) 60 cm x 60 cm square |
| 39 | Providing and erecting direction and placeidentification retro-reflectorised sign as per IRC:67made of high intensity grade sheeting vide clause801.3, fixed over aluminium sheeting, 2 mm thick witharea not exceeding 0.9 sqm supported on a mildsteel single angle iron post 75 x 75 x 6 mm firmly fixedto the ground by means of properly designedfoundation with M15 grade cement concrete 45 x 45x 60 cm, 60 cm below ground level as per approveddrawing and Clause 801 of Specifications for Road &Bridge Works of MoRT&H (5th Revision).. |
| 40 | GST 18% |
| 41 | CESS 1% |
