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| 1 | 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. |
| 2 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. |
| 3 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 4 | 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,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 2.00 Km and upto 3.00 Km |
| 5 | 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. |
| 6 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking topieces not exceeding 0.02 cum in volume and stockpiling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads ofMORD. |
| 7 | 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. |
| 8 | 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 ) |
| 9 | 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) |
| 10 | 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. |
| 11 | (i) 12.5 cm av. Diameter |
| 12 | (ii) 10 cm av. Diameter |
| 13 | Coal tarring on wooden surfaces including cost of materialsa) One Coat |
| 14 | Labour for fitting and fixing 10 cm to 13 cm dia Sal-bullah / Eucalyptus-bullah as ties and runners including necessary nails bolts and nuts |
| 15 | 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 tacklesNote:1) Payment to be made on the length driven Into the ground. Diameter to be measured at 1.5 m. from the thicker end.(ii) 12.5 cm av diameter |
| 16 | Supplying empty Cement bags in good condition |
| 17 | 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 filling materials, (Earth or sand) and gunny bags. |
| 18 | Earth work in excavation of foundation of structuresas 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.a) upto 3 m depth(i) With pumping out water including shoringas required |
| 19 | Sand filling in foundation trenches and at the backof abutments, wing-walls etc. with good local sandfree from earth in layers not exceeding 15 cm.including inundating each layer by profuse waterand poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to beapproved by the Engineer-in-charge. |
| 20 | 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. |
| 21 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(Payment to be made on the basis of measurement of finished quantity of work)a) With earth obtained from excavation of foundation. |
| 22 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / returnwall with 100 mm dia AC pipe, extending throughthe full width of the structure with slope of 1V:20Htowards drawing face. Complete as per drawingand Technical specifications. |
| 23 | 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 1:3 cement morterc) 10mm thick plaster |
| 24 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. |
| 25 | 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. |
| 26 | 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 |
| 27 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. |
| 28 | Fine dressing and making the crest to correct camber and grade by cutting and filling earth where necessary including extra earth. |
| 29 | 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).. |
| 30 | Add GST @ 18% (CGST+SGST) |
| 31 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
