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| 1 | Labour for taking out brick-on-edge of herring bone bond including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 2 | Labour for taking out old soling edging including removing debris (a) Single brick flat soling |
| 3 | Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 4 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. |
| 5 | Labour for laying brick edging (75 mm wide) with departmental brick laid true to line and level including carriage of departmental bricks within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both sides of the edging) with spoils and ramming the same thoroughly.(b) Brick-on-end edging (250 mm) depth. |
| 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 | 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) |
| 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.(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) |
| 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.(a) Single brick flat soling (thickness 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) 10 cm av. Diameter |
| 12 | (ii) 12.5 cm av. Diameter |
| 13 | 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 |
| 14 | Labour for fitting, fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete including cost of nails only complete as per direction of the Engineer-In-charge.Jhaw / Eucalyptusa) Width of thinner end above 10 cm.and less than 15 cm |
| 15 | Coal tarring on wooden surfaces including cost of materialsa) One Coat |
| 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 | 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 aSeparation 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. |
| 19 | 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 |
| 20 | Earth work in excavation for 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, levelling, dressing and ramming the bottom, complete as per direction of Engineer in Charge I.In all sorts of soil excluding marshy soil & rocks (soft or hard by manual means.(a) Depth upto 3.0 m.(i) With pumping out water including shoringas required. |
| 21 | Earthwork in filling in foundation trenches withgood earth in layers not exceeding 15cm. including watering and ramming layer by layer complete withearth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 22 | Supplying spreading and compactingsilver 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 cost of silver sand lighting, guarding, barricading and making adequate earthen bundh where necessary, with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 23 | First class Brick work in cement sand mortar insteining of well, pier, abutment, wing wall, parapetsb 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. |
| 24 | Plaster (to wall, floor, ceiling etc.) with sand nand 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] (iii) With 1:3 cement mortar (a) 15 mm thick plaster |
| 25 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. |
| 26 | supplied and 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.(E) 900 mm dia |
| 27 | Providing weep holes (150x75) mm in abutment or wing wall for the entire thickness with slope 1:20 towards drainage surface, including packing with different sizes of of brick bats or boulders of approved quality and sizes at the back side as per direction of Engineer-in-charge. |
| 28 | 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. |
| 29 | 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. |
| 30 | (A) Beyond 500.00m andupto 1000.00m |
| 31 | B) Beyond 1.00 km and upto 2.00 km |
| 32 | 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 Depertment . Royalty Charge on earth @ Rs. 29.00 per m3 & Cesses Charges @ Rs. 5.30 Per m3 (i.e. , Rs. 15.00 per cft.) as per govt. notification ,which will be paid on production of necessary documents in support of payment made towards the Royalties & Cesses . [Quantity from item no. 27 (A) & (B) ] |
| 33 | Fine dressing and making the crest to correct camber and grade by cutting and filling earth where necessary including extra earth. |
| 34 | Providing and filling joint sealing compound as per drawings and technical specifications with course sand and 6% bitumen by weight. |
| 35 | Supplying,laying ,fitting &fixing R.C.C spun pipes and collers with cement morter (1:3) including fixing the pipes collers with jute,pitch etc. including the cost and carriage of spun pipes at site excluding the cost of collars.a) Spun pipes-300 dia, NP-2 Grade |
| 36 | Supplying RCC spun pipe collars including loading , carriage unloading at site.a)Collar-300 dia, NP2 Grade |
| 37 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)... |
| 38 | Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). English and Roman |
| 39 | Add GST @ 18% (CGST+SGST) |
| 40 | Labour Welfare Cess @ 1% |
