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| 1 | Labour for M.S. work in Rolled steel joists, channels,angles. Tees, plates etc. including hoisting, placingin position including providing staging andremoving after completion of works and cutting tosizes as required.(A) Up to 200 mm Size |
| 2 | (v) Steel Plates : A) 6-10 mm thick |
| 3 | Welding by gas / electric plant includingtransportation of welding plant at site includingcutting, forging & drilling to required shape. |
| 4 | Providing and Painting of structural steel surfaces ofbridge members by grit blast cleaning or centrifugalblasting with a suitable abrasive materials likecrushed slag in accordance with clause-III of IS 6586: 1989 immediately before painting , to make thesurface free from grease, oil, rust and other foreignmaterials. The rate includes supply ofabrasivesand,fuel, cost of paint including alltransportation, lead, lift and labour charges,consumables, tools & plants complete in all respectbut exclusive of cost for staging/scaffolding.Painting of approved Zinc-phosphate primer of DFT65 micron followed by finish coat of Micaceous ironoxide pigmented drying oil type paint of DFT 75micron. |
| 5 | Hire and labour charges for staging with sal bullahfor super structure of bridge (Major and Minor)including stripping off and removing clearing oncompletion of work as per design and drawingapproved by the Engineer-in-charge. |
| 6 | Drainage Spouts in Superstructure includingproviding drip mouldings and also includingsupplying, fitting and fixing approved type ofmaterials complete as per drawing and Technicalspecification vide clause no. 2705 of MoRT&H’sSpecification for Road & Bridge Works. |
| 7 | Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance. |
| 8 | Bailing or pumping out water from foundationtrenches.This item should be executed on the specific directionof the Engineer-in-charges when he is satisfied in hisabsolute discretion, that this has not beennecessitated due to any fault on the part of thecontractor(Payment, if permitted, will be made on the quantityof water calculated on the basis of initial and finalwater calculated on the basis of initial and finalwater level measured before starting and completionof each days work which necessitates a bailing /pumping of water from the trench. The final level ofwater to be measured, will depend on the level atwhich the day\"s work will be taken up. The rateincludes any seepage water that may percolate in thetrench during pumping) |
| 9 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity includingcutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Clause 301 of Specifications for Road &Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) |
| 10 | 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 excluding cost of labour and materials for formwork & reinforcement works.(c) M-25 Grade: [Pakur Varity]Using concrete mixer. |
| 11 | Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction.(b) Where staging is not required. |
| 12 | Supplying, fitting and placing un-coated HYSD barreinforcement in Bridge Foundation including initialstraightening, straightening of coils bars, removal ofloose rust (if any), cutting to requisite lengthbending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape andplaced on forms etc. including cost of blackannealed wire and cost of loading, unloading,carriage of all steel materials complete as perdrawing and technical specifications and directionof Engineer-in-charge. [TATA/ SAIL/ RINL]The rate provided is exclusive of cost of steelmaterials. Construction wing should add cost &carriage of 1.05 MT (considering 5% wastage) ofsteel materials to arrive at the final consolidateditem rate. |
| 13 | Supplying empty Cement bags in good condition. |
| 14 | Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) andcarrying and placing them in position and allincidental charges complete but excluding cost ofsand and gunny bags. |
| 15 | Drum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia. and 3.25m longdriven 1.75m (av.) below G.L. and 75cm centre tocentre including fitting fixing 3 nos. of half bullahpieces (from 10 cm dia) and drum(empty bitumen)sheet (approved condition) of height 1.5m , cuttingand straightening drum sheet (each joint must havelap length of min.50mm) including cost of necessarynails, bolts, nuts etc. and providing 2 to 3m long halfbullah ties of 10cm dia. @ 2.25 m centre to centrefixed with 10 cm dia. bullah posts driven 1.5m belowG.L. including cost of all materials and one coat ofcoal tarring to all bullah etc. complete as perdirection.(i) Using Eucalyptus bullah |
| 16 | R.C. Guard postSupplying 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 ofthe 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 |
| 17 | Metal Beam Crash BarrierA Type - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crashbarrier comprising of 3 mm thick corrugated sheetmetal beam rail, 70 cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75x 5 mm spaced 2 m centre to centre, 1.8 m high,1.1 m below ground/road level, all steel parts andfitments to be galvanized by hot dip process, allfittings to conform to IS:1367 andIS:1364, metalbeam rail to be fixed on the vertical post with aspacer of channel section 150 x 75 x 5 mm, 330mm long complete as per Clause 811.3 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision).. |
| 18 | Direction and Place Identification Signs upto 0.9 sqmSize Board.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).. |
| 19 | Filling properly the empty sausage crates withboulders of any size & shape with hand packing afterpreparation of bed of placement, placing the cratein position, carriage of boulders from road stacks witha lead upto 150m etc. complete in all respectincluding stitching the rest of the crate with wire(passage for filling boulders) after filling up the cratewith boulders and launching the crate in position ifnecessary and as directed by the Engineer-incharge.[Rate provided is exclusive of the cost of stoneboulders and sausage crate] |
| 20 | Providing and laying Filter material underneathpitching in slopes complete as per drawing andTechnical specification.Add cost of 0.72 m3 of brick aggregates / river bedmaterials and 0.48 m3 of coarse sand (loosevolume) to arrive at the consolidated rate. |
| 21 | Weaving wire mattress as directed with wire of 4mmdia. and making sausage crate of required shapeafter tying all intersections including joininglongitudinal ends, closing ends of sausage, carriageof wire to site of work complete in all respect as perdirection of the Engineer-in-charge including cost ofsupply of G.I. wire. (With 100mm x 100mm mesh.) |
| 22 | Providing and laying Pitching on slopes laid overprepared filter media including boulder apron laiddry in front of toe of embankment complete as perdrawing and Technical specifications.I. Stone/BoulderConstruction wing is to add cost and carriage of1.00 cu.m. of stone with minimum size of 200 mm &0.20 cu.m of stone spalls only to arrive atconsolidated rate. |
| 23 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(b) River bazree |
| 24 | Painting the vertical end faces of posts, wheel guardsor railing or parapet with alternate bands of differentcolours as directed by the Engineer-in-charge withapproved synthetic enamel paint.b) Two Coats |
| 25 | Painting (one coat) guard posts with 6nos. of 16cmwide horizontal alternate band in different coloursafter the scrapping the surface free from old paintetc. as directed with best quality synthetic enamelpaint of approved make and brand after fixing oldexisting guard post in correct position true to line andlevel with repacking the ground at base properlyand mending good damages if necessary completein all respect. |
| 26 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 27 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 28 | Add GST @ 18% |
| 29 | Add Labour Welfare Cess@ 1% |
