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| 1 | Clearing and grubbing road land as per Clause 201 of MoRT & H specification for road and bridge work (Latest revision) |
| 2 | Earthwork in excavation for road way and junction (T,Y) in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks (Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause-305 of MoSRT&Hspecificationsfor Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge. |
| 4 | Construction of Granular sub-base by providingclose gradedGrading-VI material, spreading in uniform layers with motor graderon prepared surface mixing by mix inplace method with rotavator at Optimum moisture content& compacting with vibratory roller to achieve the desired density as per clause No.401.ofMoSRT&H Specifications for Road & Bridge works.(Latest Revision) and as per direction of Engineer-in-Charge. |
| 5 | Supplying, mixing, providing laying Wet Mix Macadam in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming tograding specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works and section 900 of MORT&H (Latestrevision) complete including cost of all materials, labour, lead , lift , T&P, taxes, royalty etc complete in all respect and as per drawing / design & direction of the Engineer-in-charge. |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer@ 0.60Kg/one Sqm using mechanical means as per clause 502 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of the Engineer-in-Charge. |
| 7 | Providing and applyingtack coat with bitumen emulsion using emulsion pressure distributor @0.20Kg/1Sqm on the prepared surface, cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per the direction of Engineer-in-Charge. |
| 8 | Providing and laying 50mm thickBituminous Macadam using crushed stone Grading-II materials and 60/70 penetration grade of bitumen as per Clause 504 of MoSRT&H Specification for Road and Bridge works (Latest Revision) and as per the direction of Engineer-in-Charge. |
| 9 | Providing and laying 25mm thick Semi Dense Bituminous Concrete with 100-120 TPHbatch type HMP using crushed stone Grading-II materials and 60/70 penetration grade of bitumen as per Clause 508 of MoSRT&H Specification for Road and Bridge works (Latest Revision) and as per direction of Engineer-in-Charge. |
| 10 | Supplying and fixing of pre-cast inter locking concrete block 80 mm thick with crushing strength of any individual shall not be less than 40 N/sqm as per drawing and technical specification clause 1504 of MoRTH and Bs specification 6717-11-1986 with all cost of materials, labour, carriage and etc complete in all respect and as per direction of Engineer-in-Charge. |
| 11 | Supplying and fixing of pre-cast inter locking concrete block 60 mm thick with crushing strength of any individual shall not be less than 30 N/sqm as per drawing and technical specification clause 1504 of MoRTH and Bs specification 6717-11-1986 with all cost of materials, labour, carriage and etc complete in all respect and as per direction of Engineer-in-Charge. |
| 12 | Fixing Ultra designer floor tile in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost of |
| 13 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 175 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Technical specification for road & bridge works (Latest revision) , as per approved drawing complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | Supplying and filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost conveyance, royalities of the material, cost of all labour, T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. |
| 15 | Providing and lying Plain Cement Concrete of proportion (1:3:6) in foundation using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. |
| 16 | Painting two coats with synthetic enamel paint of approved quality and shade over a coat of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 17 | Construction of Pre cast kerb stone with top and bottom width 115 and 165 mm respectively, 175 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Technical specification for road & bridge works (Latest revision) , as per approved drawing complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 18 | Providing and laying of hot applied thermo plastic compound 2.5mmthick including reflectorising glass beads @250gm/Sqm thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC-35,Clause No.803 of MoRT&H Specification for Road and Bridge works (Latest Revision) and as per direction of Engineer-in-Charge. |
| 19 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory signboard as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting ,1.5mm thick supported on a Mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm,60cm below ground level as per specification anddirection of the Engineer-in-Charge. |
| 20 | a) 90 cm equilateral triangle Cautionary Sign boards |
| 21 | b) 60 cm equilateral triangle Cautionary Sign boards |
| 22 | c) 60cm Circular size. |
| 23 | d) 80x60 cm Rectangularsize. |
| 24 | e) Direction & Place indentification signs size upto 0.90 sqm |
| 25 | Providing, laying of Dry lean Cement Concrete sub-base over a prepared sub grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate from 25mm to 12.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150Kg/Cum, OMC to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer, laid manually and compacted by vibrator and finished in a continuous operation and curing as per clause-601 of MoSRT&H Specification for Road & Bridge works (Latest Revision) including cost, conveyance, royalties, duties of all materials, all labour, T&P etc. complete as directed by the Engineer-in-Charge |
| 26 | Providing, and laying Pavement Quality Concrete of M-30 grade including 125 micron thick impermeable plastic sheet membrane and fixing dowels, tie bars, seals for joint and finishing with all leads and lifts etc. completeincluding cost, conveyance, royalties, duties of all materials, all labour, T&P etc. completeas per clause 602 of Mort&h specification (Latest Revision) and as directed by the Engineer-in-Charge |
| 27 | P.C.C M-15 grade in foundation bed as levellingcourse inC.D.works as per approved drawing and technical specifications as per Section1000, 1500 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 28 | P.C.C M-15 grade in foundation bed with frame work in CD.works as per approved drawing and technical specifications as per Section1000, 1500 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 29 | R.C.C. M-20 grade for Foundation and wall, bedSub-structure and Super structureas per approved drawing and technical specifications as per Section.1000,1500, 1700 & 2200 of MoSRTH specifications for Road & Bridge works (Latest revision) etc. complete as per direction of the Engineer-in-Charge.. |
| 30 | Wall |
| 31 | Bed |
| 32 | Cover Slab |
| 33 | R.C.C. M-25 grade for Foundatin and Raft, Sub-structure and Super structureas per approved drawing and technical specifications as per Section 1500, 1600,1700 & 2704 of MoSRTH specifications for Road & Bridge works (Latest revision) including cost of HYSD bars/M.S.rods etc. complete as per direction of the Engineer-in-Charge.. |
| 34 | in Foundation and Raft |
| 35 | in Sub-structure |
| 36 | in Super-structure(Deck slab) |
| 37 | in Super-structure(Kerb) |
| 38 | Steel reinforcement works using HYSD steel of fe-500 as per approved drawing and technical specifications as per Section 1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 39 | R.C.C M- 30 grade in Wearing coat,CD woks as per approved drawing and technical specificationsas per Section 1500 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (latest Revision)and as per direction of Engineer-in-Charge.. |
| 40 | Providing weep holes in Brick masonary / plain / Re-inforced concrete abutment, wingwall / return wall with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:2011 towards drawing face complete as per drawing and technical specification and as directed by the Engineer-in-Charge. |
| 41 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification for Road & Bridge works (Latest Revision) to a thickness of not less than 600mm 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 and as per direction of Engineer-in-Charge |
| 42 | Back filling behind abutment, wing wall and return wall complete with granular materials(sand)as per IRC-78 levelling and watering compacting in layers as per drawings andsection 2200,of Technical Specification for Road & Bridge works MoRTH (Latestrevision) & as per instruction of Engineer in charge. |
| 43 | Providing and Laying NP-4 Hume Pipe of 1000 mm dia for pipe cuverts as per approved Drawing and Technical Specifications and as per sction 2900 of MoRT&H Specification for Road & Bridge works (Latest Revision)as directed by Engineer-In-Charge. |
| 44 | P.C.C M-15 grade in Substructure ofC.D.works using 40mm to 10mm size crushed stone agggregates mixed by conerte mixer laying in layers and compacting by vibrator and al leads and lifts including frame works etc as per approved drawing and technical specifications as per Section 1500, 17002100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 45 | Providing fitting and fixing in position M.S. grill /M.S. square bar Grill with M.S. flat and angles of approved drawing and design including cutting bending the angles and flats to proper sizes welding, chamfering etc. fitted and fixed to the walls on all floors including cost, conveyance, royalties of all materials, cost of all labour, sundries and T&P etc. required for the work complete, as per direction of the Engineer in charge |
| 46 | Filling foundation and plinth with excavated matrials as per direction by Engineer-In-Charge. |
| 47 | Dismantling of flexible pavements and disposal of dismentled materials up to a lead of 1000 meters, stacking serviceable and unserviceable maerials for reuse and removing the debriswith cost of all labour, labourcess, T&P etc. complete in all respect as per direction ofEngineer-in-Charge.as per direction of Engineer-in-Charge. |
| 48 | Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost, conveyance, royaltiesof all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 49 | Dismantling of Random Rubble stone masonry in cement mortar including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres including cost,conveyance of all materials cost of all materials, labour T&P etc. complete as per specification and direction of Engineer-in-charge. |
| 50 | Dismantling of cement concrete foundation in cement mortar including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres including cost,conveyance of all materials cost of all materials, labour T&P etc. complete as per specification and direction of Engineer-in-charge. |
| 51 | Dismantling of Rubble stone masonry in cement mortar including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres including cost,conveyance of all materials cost of all materials, labour T&P etc. complete as per specification and direction of Engineer-in-charge. |
| 52 | Removing all type of Hume pipes and stacking within a lead of 1000 meter including earth work and dismantling of masonry work etc. complete in all respect as directed by the Engineer in charge. |
