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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Dismantling of Cement Concrete Grade M-15 & M-20including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 3 | Dismantling Brick/Tile work in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 4 | Dismantling of Prestressed/ Reinfocement cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofMoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 5 | Removing all types of hume pipe including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 6 | Upto 600mm dia |
| 7 | Above 900mm dia |
| 8 | Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippersas per drawing and technical specification, including setting out,dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr.and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. |
| 9 | Scarifying and removing the existing bituminous road surface to the required depth asperapproveddrawingandtechnical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specificationsfor Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 11 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respectas per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect asperSection900andClause305of MoRT&H Specification for Road &Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 13 | Providing and laying Granular Sub-base with Grading-VI stonescreeningmaterials as per Table 400-1as perapproved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 14 | ProvidingWetMixMacadamusingcrushedstone aggregates as per approved drawing and technical specifications complete in all respect asperSection900andClause406of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 15 | Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primerusing mechanical means as per approved drawing and technical specifications complete in all respectas per Section900,Clause501.5.2&502ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 16 | Providing and applying tack coat with medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsionusing mechanical means as per approved drawing and technical specifications complete in all respect as per Section900,Clause501.5.2&503ofMoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 17 | Providing & layingcompacted Bituminous Macadam(Grading-II ) using 60/70 grade BitumenwithHot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binderby weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 18 | Providing and laying compacted Semi Dense BituminousConcrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mixto work site, laying with a hydrostatic paver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compactionas per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&HSpecificationsforRoad&Bridgeworks(4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 19 | Providing dry lean cement concrete sub-base bywith coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher andtransporting to work site, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 & Clause 601 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 20 | Providing un-reinforced, dowel jointed cement concrete pavementover a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 & Clause 602 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 21 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 407of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 22 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 23 | Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km.and watering complete in all respect as per approved drawing and technical specificationsasperSection900andClause307of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 25 | Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respectas per Section 900, 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 26 | Providing and laying P.C.C (1:3:6) grade in foundation as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 27 | Providing and laying P.C.C M-15 grade in foundation as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 28 | Providing and laying P.C.C M-15 grade in wall as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 29 | Providing and laying R.C.C M-20 gradeas per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 30 | In foundation of retaining wall |
| 31 | In sub-structure of retaining wall |
| 32 | In saucer drain |
| 33 | Providing and laying R.C.C M-25 grade in CD works as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 34 | In foundation |
| 35 | In Sub-structure |
| 36 | In deck slab |
| 37 | In Road Kerb/Dirt wall/ Wing wall |
| 38 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 39 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcementworksforfinisheditemofworkasper approved drawing and technical specifications complete in all respectas per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision)including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 40 | Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 41 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specificationscomplete in all respect asperSection900,1000and2500of MoRT&HSpecificationsforRoad&Bridgeworks(5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 43 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900, 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 44 | Providing and laying of filter media/metal spall backing using 45mmsize crushed hard granite stoneaggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 45 | Construction of R.C.C M-30 grade bridge railing cast in situ including cost of steel reinforcementfor finished item ofwork true to line and grade, tolerance of vertical R.C.C post not to exceed 1 in 500, centre to centre spacing between vertical postnottoexceed2000mm,leavingadequatespace betweenverticalpostsforexpansionwith hand rail in 2 tiers asper approved drawingandtechnical specifications complete in all respect asper Section 900, 1000, 1500,1600,1700 & 2703 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Providing & applying two coats of water proofing cement paint of approved shadeon unplastered concrete surface etc including cost of cement paint , all materials, T&P required for the work completefor the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 47 | 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 (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 48 | Providing & fixing RCCboundry pillar M-15 grade includingreinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering as per Section 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 49 | Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcementfor finished item of work as per approved drawing and technical specifications complete in all respectas per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)& including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 50 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 51 | Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980fixedinpositionincludingfinishingandlettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 52 | Hectometer Stone |
| 53 | Ordinary Kilometre stone |
| 54 | 5th Kilometre stone |
| 55 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc.for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 56 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting, 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawingincluding cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. |
| 57 | Cautionary sign 900mm side triangular |
| 58 | Facility information sign 800 x 600 mm rectangular |
| 59 | 600mm equilateral trangle |
| 60 | Mandatory sign 600mm dia Circular |
| 61 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheetingfixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with areaexceeding0.9 Sqm fixed over back support frame of minimum 40x40x5 mm anglemounted on two nosof mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 62 | Directional/Place Identification signs (1800x1200 mm) |
