| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD | 1 | 12.05 | cum |
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| 2 | 2 | Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance | 2 | 384.38 | % Cum. |
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| 3 | 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.\n(I) By Manual Means\na) Bituminous Courses | 3 | 7.4 | cum. |
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| 4 | 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including curing 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 .\nI. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.\na) upto 3 m depth Without pumping out water and shoring | 4 | 958.79 | cum. |
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| 5 | 5 | 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 | 5 | 193.55 | cum. |
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| 6 | 6 | Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches | 6 | 1531.31 | Sqm. |
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| 7 | 7 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for curing, quality control,, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.\n(a) M-15 Grade\nUsing concrete mixer | 7 | 154.4 | cum. |
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| 8 | 7.1 | M-25 Grade\nUsing concrete mixer | 7 .1 | 14.7 | cum. |
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| 9 | 8 | 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.\n(a) In 1:4 proportion. | 8 | 337.92 | cum. |
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| 10 | 9 | 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]\n With 1:4 cement mortar\n 15 mm thick plaster | 9 | 2631.71 | Sqm. |
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| 11 | 10 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc | 10 | 2631.71 | sqm |
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| 12 | 11 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/plywood/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\nspecification and direction.\nWhere staging is requiredd | 11 | 51.83 | sqm. |
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| 13 | 11.1 | .Where staging is not required | 11.A | 153.31 | sqm. |
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| 14 | 12 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge | 12 | 1.32 | MT |
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| 15 | 13 | 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. | 13 | 147.11 | cum |
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| 16 | 14 | Earthwork in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth( sandy soil) arranged by contractor including all lead and lifts ,loading,unloading, stacking and carriage. The earth (sandy soil) to be approved by the Engineer-in-charge. | 14 | 20 | cum |
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| 17 | 15 | Drum Sheet Walling 1.40m (av.) high on Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.\n(i) Using Eucalyptus bullah | 15 | 12 | Mtr. |
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