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| 1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,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.) Mechanical Means Depth upto 3 m |
| 2 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 3 | Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as perdrawing and & Technical Specification(Pile diameter - 1200 mm) |
| 4 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing |
| 5 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M 35 |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technicalspecifications RCC Grade M30Height upto 5m |
| 7 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 8 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 9 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 11 | Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing andTechnical Specification RCC/ PSC Grade M-35 |
| 12 | Supplying , fitting and fixing in position true to line and levelelastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including allaccessories as per drwaing and technical specifications |
| 13 | Plain/Reinforced cement concrete in super-structure complete as per drawing and technicalspecifications RCC Grade M30Height upto 5m |
| 14 | Bituminous Concrete Grading -II (Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) |
| 15 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.) |
| 16 | Supplying, fittingandplacingun-coatedHYSDbar reinforcementinfoundation complete as per drawing and technical specifications |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and technical specifications |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 19 | Strip Seal Expansion Joint(Providingandlayingofastripsealexpansionjointcateringtomaximumhorizontal movement upto 70 mm,complete as per approved drawings and standard specifications to beinstalledbythemanufacturer/supplierortheirauthorisedrepresentativeensuring compliance to the manufacturer\"s instructions for installation.) |
| 20 | Asphaltic Plug joint(Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm,depth of joint varying from 75 mm to 100 mm,width varying from 500 mm to 750 mm (in traffic direction),covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062,asphaltic plug to consist of polymer modified bitumen binder,carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod,all as per approved drawings and specifications.) |
| 21 | Drainage Spouts complete as per drawing and Technical specification |
| 22 | ProvidingweepholesinBrickmasonry/Plain/Reinforcedconcreteabutment,wing wall/returnwallwith100mmdiaACpipe,extendingthroughthefullwidthof the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 23 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 24 | Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12 mm,true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion,complete as per approved drawings and technical specifications. |
| 25 | Pile load test on single vertical pile in accordance with IS:2911 (part-iv) |
| 26 | Vertical |
| 27 | Horizontal |
| 28 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,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.) Mechanical Means Depth upto 3 m |
| 29 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 30 | 13-9-A Back filling behind abutment, wing wall and return wall complete as per drawing and TechnicalspecificationGranular material |
| 31 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 32 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsStone/Boulder |
| 33 | Supplying , fitting and fixing in position true to line and levelelastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including allaccessories as per drwaing and technical specifications |
| 34 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 35 | Clearing and Grubbing Road LandClearingandgrubbingroadlandincludinguprootingwildvegetation,grass,bushes, shrubs, saplingsandtreesofgirthupto300mm, removalof stumpsof suchtreecut earlier and disposal of unserviceablematerials and stacking of serviceable material tobeusedor auctioned, uptoa leadof 1000mincluding removal and disposal of toporganicsoil not exceeding150mmin thicknessasperTechnical Specification Clause 201. |
| 36 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 37 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 38 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodPlant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 39 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place MethodPlant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 40 | (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 41 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) |
| 42 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 43 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 44 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rateof 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 45 | Cement Concrete PavementConstruction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Subbase With Approve Grade Cement @ 400 Kg Per Cum, CoarseAnd Fine Aggregate Conforming To Is 383 As Per Actual Designmix, Possessing 28 Days Minimum Compressive Strength Of40 (Forty)Mpa And 28Days Minimum Flexural Strength Of 4.5 (Four Point Five) Mpa, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm,Mixed In A Batching And Mixing Plant As Per Approved Mixd Esign, Transported To Site, Laid With A Fixed Formor Slip Form Paver, Spread, Compacted And Finished In A Continuous OperationIncluding Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures AsApproved, Curing Compound, Finishing To Lines And Grades As Per Drawing |
| 46 | Bituminous Macadam-II ( 19 mm nominal size ) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) |
| 47 | Semi Dense Bituminous Concrete |
| 48 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 49 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsStone/Boulder |
| 50 | ROAD MARKINGS & SIGN BOARDS |
| 51 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 52 | Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign asper IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed tothe ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shallbe maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested fora certificate of having the sheeting tested for coefficient of retro reflection, daytime colourand luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance,specular gloss and fungus resistance, 3 years outdoor weathering and its having passedthese tests shall be obtained from International/Goverment Laboratory/Institute by themanufacturer of the sheeting and in case the certificate is obtained from internationalcondition, it should also be obtained from indian condition within 3 years of launching ofproduct by the manufacture in abroad.Alternatively, a certificate conforming to ASTMspecification (D4956-09) on artificial accelerated weatheringrequirements from a reputedlaboratory in India can be accepted provisionally.In such a situation, the Employer/Client,if so desires could seek for a performance guarantee which would released after receipt acertificate meeting the requirement of three years outdoor weathering of the sheeting asper IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from theoriginal sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years,the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, thesheeting shall show not less than 90% of the value of the desired retro reflectance. |
| 53 | 60 cm circular |
| 54 | Hazard marker |
| 55 | 60 cm equilateral triangle |
| 56 | 60 cm x 50 cm rectangular (Single Chevron) |
| 57 | Solar Powered Road Marker ( Solar Stud)Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. |
| 58 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including all leads and lifts and removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per Technical Specifications Clause 201. |
| 59 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 60 | Granular Sub-base with Close Graded Material (Table:- 400-1)Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) |
| 61 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets . ) |
| 62 | LABOUR 1% |
| 63 | Seigniorage Fee |
| 64 | GST 18% |
| 65 | Maintainance for 1st year |
| 66 | Maintainance for 2nd year |
| 67 | Maintainance for 3rd year |
| 68 | Maintainance for 4th year |
| 69 | Maintainance for 5th year |
| 70 | LABOUR 1% |
| 71 | Seigniorage Fee |
| 72 | GST 18% |
