| 1 | 1 | 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. Depth up to 150 mm. | item1 | 1337.79 | Sqm. |
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| 2 | 2 | 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 . upto 3 m depth Without pumping out water and shoring | item2 | 255.19 | Cum |
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| 3 | 3 | 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 and poking and ramming layer by layer complete approved by the Engineer-in-charge | item3 | 159.01 | Cum |
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| 4 | 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | item4 | 3732.15 | Sqm. |
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| 5 | 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | item5 | 432.67 | sqm. |
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| 6 | 6 | 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 quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-15 Grade: Using concrete mixer | item6 | 175.35 | cum |
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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 quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-25 Grade: Using concrete mixer | item7 | 525.92 | cum |
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| 8 | 8 | Brick work with 1st class bricks in cement mortar (1:4). In foundation and plinth | item8 | 208.69 | cum |
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| 9 | 9 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts ofminor 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.Where staging is not required. | item9 | 454.7 | sqm. |
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| 10 | 10 | Hire and labour charges for Shuttering with or\nwithout staging upto 4.0 m height using approved\nstout props with wooden planks/ply wood/steel\nsheet plate with required bracing for any kind of\nplain or reinforced concrete works in all sorts of\nminor 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.Where staging is required. | item10 | 14.26 | sqm. |
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| 11 | 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel. Other than SAIL/ TATA/RINL. | item11 | 0.364 | MT. |
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| 12 | 12 | 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] With 1:4 cement mortar. 15 mm thick plaster | item12 | 158.85 | sqm. |
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| 13 | 13 | Neat cement punning about 1.5mm thick in wall, dado, Window sill, floor etc. | item13 | 158.85 | sqm. |
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| 14 | 14 | Pumping out water from ponds or tanks (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise) | item14 | 4800 | % Cum |
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| 15 | 15 | Earth 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 obtained by fresh excavation from land arranged by Contractor beyond 150 m. but including all leads & lifts. Loading, unloding & Stacking etc complete. Earth to be approved by the Engineer-in-charge | item15 | 72.96 | Cum |
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| 16 | 16 | Earthwork in filling in foundation trenches with goodearth in layers not exceeding 15cm. Including watering and ramming layer by layer complete withearth obtained from excavation of foundation orfrom fresh excavation of land arranged byDepartment within a lead of 150 m. | item16 | 174.18 | Cum |
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