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| 1 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. |
| 2 | Upto 600 mm dia Hume pipe |
| 3 | Providing 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. |
| 4 | 600 mm dia |
| 5 | Earth work from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. with in an initial lead of 30 metre and lift of 1.50metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as per profile. |
| 6 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, |
| 7 | Beyond 1.00 km and upto 2.00 km |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . |
| 9 | In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. |
| 10 | upto 3 m depth |
| 11 | Without pumping out water and shoring |
| 12 | Sand filling in foundation trenches and at the back of 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. |
| 13 | Supplying and laying Polythene Sheet (150 gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 14 | 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 lS codes. |
| 15 | Pakur Variety |
| 16 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 17 | Pakur Variety |
| 18 | Reinforcement for relnforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. |
| 19 | For works in foundation and upto roof of ground floor/upto 4 m |
| 20 | Other Manufacturers not specified |
| 21 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/PlV wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. |
| 22 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffoldlng, raking outjoints etc. complete including cost and carriage of all materials |
| 23 | ln 1:4 proportion |
| 24 | Supplying,fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required lengh and size by making hole in to wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-in-charge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel |
| 25 | Supplying /Replacing at site new pedestal or other similar items for sluices made with Mild Steel plates, angles, channels , holding down nuts & bolts etc. including fitting, fixing in position in concrete or masonry complete as per direction of the Engineer - in -charge. |
| 26 | Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per draw in gandinstruction given by the Engineer-in-charge) excluding cost of Mild Steel guide channel, sillbeam, gearing arrangement etc. but including painting with two coats of anti corrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.. |
| 27 | Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as wellas flap shutter including guide paths, additional M.S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge. |
| 28 | Musical Note, Harmonic Type |
| 29 | 127 mm x 6 mm |
| 30 | Supplying /Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting,fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.) |
| 31 | 65 mm Dia |
| 32 | Supplying / Replacing at site alloy steel bush for gearing arrangement of Mild Steel regulator shutter including fitting & fixing the same in Cast Iron wheel with bearing and necessary lubricant including cutting internal thread in the bushas necessary including cost of all materials, tools, labours and carriage to site complete of specified diameter as per direction of the Engineer - in - charge. |
| 33 | 65 mm. dia |
| 34 | Supplying, fitting & fixing Cast Iron wheel (after taking out existin gone if necessary), rimmade of 28mm. to 36mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc .complete as per direction of the Engineer-in-charge. |
| 35 | 60 cm Dia CI Wheel |
| 36 | Painting on steel or other metal surface with any approved bituminous anticorrosive paint after preparing the surface including removing paints,cleaning,smoothening etc.including scaffolding where necessary including cost of all materials complete |
| 37 | Two coat |
| 38 | Painting with ready mixed red lead paint of approved make and brand : |
| 39 | Two coats |
| 40 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throatins, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] |
| 41 | With 1:6 cement mortar |
| 42 | 20 mm thick plaster |
| 43 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification |
| 44 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. |
| 45 | 15 cm av. Diameter |
| 46 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. |
| 47 | 15 cm av. Diameter |
| 48 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. |
| 49 | a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. Please Enable Macros to View BoQ information |
