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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 or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary. |
| 5 | (a) Depth upto 150mm. |
| 6 | (b) Depth above 150mm and upto 300mm. |
| 7 | Labour for breaking 1/2 Bricks or Full Bricks (Old / New) into metal / Khoa / chips as per specific size and stacking the same at site or stackyard with due allowance of sinkage / shrinkage as per direction of the Engineer incharge.(b) Metal Size 32 mm to 25 mm |
| 8 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader onprepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by compacting1st class brick aggregates (40 mm down) andsand(in proportion of 60:40).(b) Brick aggregates supplied by contractor |
| 9 | a) By Departmental Jhama bats |
| 10 | b) Jhama supplied by Contractor. |
| 11 | 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. |
| 12 | (i) 10 cm av. Diameter |
| 13 | (ii) 12.5 cm av. Diameter |
| 14 | 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 |
| 15 | 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 |
| 16 | Coal tarring on wooden surfaces including cost of materialsa) One Coat |
| 17 | Supplying empty Cement bags in good condition. |
| 18 | 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. |
| 19 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) 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 suitable 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. |
| 20 | 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 direction. (b) Where staging is not required. |
| 21 | 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. |
| 22 | 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. |
| 23 | (A) Beyond 500.00m andupto 1000.00m |
| 24 | B) Beyond 1.00 km and upto 2.00 km |
| 25 | 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. 25 (A) & (B) ] |
| 26 | Fine dressing and making the crest to correct camber and grade by cutting and filling earth where necessary including extra earth. |
| 27 | Providing and filling joint sealing compound as per drawings and technical specifications with course sand and 6% bitumen by weight. |
| 28 | 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 |
| 29 | Supplying R.C.C.spun pipes collars including loading, carriage, unloading at site.a)Collar-300 dia, NP-2 Grade. |
| 30 | 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)... |
| 31 | 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 |
| 32 | Add GST @ 18% (CGST+SGST) |
| 33 | Labour Welfare Cess @ 1% |
