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| 1 | Labour for taking out old brick on end edging including removing debries to flank or berm sorting out servicible materials and stacking. |
| 2 | Labour for taking out brick-on-edge of herring bone bond including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 3 | Labour for taking out old soling edging including removing debris(a) single brick flat soling. |
| 4 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and consolidating and dressing the subgrade to correct camber and grade. |
| 5 | Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used).(d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern on a layer of brick flat (thickness 75 mm. plus 125 mm) |
| 6 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.(b)brick on end edging(250 mm. depth) |
| 7 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) |
| 8 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.(ii)12.5 cm av. diameter. |
| 9 | (i)10.0 cm av. diameter. |
| 10 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm.and less than 15cm (i) Jhaw / Eucalyptus. |
| 11 | 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(ii) 12.5 cm av diameter |
| 12 | Coal tarring on wooden surfaces including cost of materials (a) one coat |
| 13 | Supplying empty Cement polythene bags in good condition |
| 14 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 15 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 16 | Earthwork for making embankments or for repairs to embankment, closing breaches etc. including supply and carriage of earth by truck or cart or by other conveyance over land, including loading, transporting & unloading all lifts bothways and head load where necessary complete within a total lead of,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking A) Beyond 500 metre and upto 1.00 Km |
| 17 | Extra rate over Item Nos.14 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. |
| 18 | Extra rate over Item Nos.14 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 19 | For compensation for earth for land owned and arranged by the contractor add rs 25.00 per m3 extra over rate of E/W for land owned/arranged by the department. Royalty Charge on earth @ rs.29 per m3 & cesses charges @ rs.5.30 Per m3(i.e. rs 15.00 per cft.) as per government notification which will be paid on production of necessary documents in support of payment made towards the royalties & cesses. |
| 20 | Supplying laying fitting & fixing R.C.C. spun pipes and collars with cement mortar (1:3) including fixing the pipes collars with jute, pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.(a) Spun pipe-300 dia, NP-2 Grade |
| 21 | Supplying R.C.C.spun pipes collars including loading, carriage, unloading at site.a)Collar-300 dia, NP-2 Grade. |
| 22 | Supplying laying fitting & fixing R.C.C. spun pipes and collars with cement mortar (1:3) including fixing the pipes collars with jute, pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.(a) Spun pipe-600 dia, NP-2 Grade |
| 23 | Supplying R.C.C.spun pipes collars including loading, carriage, unloading at site.a)Collar-600 dia, NP-2 Grade. |
| 24 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitabfe means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor\"s cost, including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any. |
| 25 | 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.I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depthi) wIth pumping out water including shoring as required |
| 26 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 27 | Supplying, spreading and compacting silver sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curring with water as per direction, mending cracks and depression by ramming wherever necessary |
| 28 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(a) single brick flat soling (75 mm thick ) |
| 29 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks / ply 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 directionb) where staging is not requied |
| 30 | 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, scaffolding, raking out joints etc. complete including cost and carriage of all materials.a) In 1:4 proportion. |
| 31 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]iiii) with 1:4 cement morterc) 20mm thick plaster |
| 32 | Neat cement punning about 1.5 mm thick in wall,dado,window sill,floor etc.NOTE :- Cement 0.152 cu.m per 100 sq.m. |
| 33 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 34 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. |
| 35 | Fine dressing and making the crest to correct camber and gtrade by cutting and filling earth where necessary including extra earth. |
| 36 | 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 exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designedfoundation with M 15 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).. |
| 37 | Add GST @ 18% (CGST+SGST) |
| 38 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
