| 1 | 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming the\nbottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm | BI01010001010000000000000515BI0100001123 | 189.73 | %Cum |
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| 2 | 2 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001124 | 172.48 | Sq.m |
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| 3 | 3 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion | BI01010001010000000000000515BI0100001125 | 21.56 | Cum |
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| 4 | 4 | Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth. | BI01010001010000000000000515BI0100001126 | 35.28 | Cum |
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| 5 | 5 | 125 mm brick work 1st class brick with work cement mortar (4:1) | BI01010001010000000000000515BI0100001127 | 15.68 | Sq.m |
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| 6 | 6 | 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] (i) With 1:6 Cement Mortar (i) 15 mm thick plaster | BI01010001010000000000000515BI0100001128 | 376.32 | Sq.m |
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| 7 | 7 | Neat cement punning average 1.5mm thick in wall,dado, window,sill etc. | BI01010001010000000000000515BI0100001129 | 376.32 | Sq.m |
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| 8 | 8 | Reinforcement for reinforce concrete work in all sorts of structure including distribution bars, stirrups binders etc.including supply of rods intial straightening and removal of loose rust (if necessary )cutting to requisite length,hooking and bending to correct shape,placing in proper posting and binding with 16 gauge blck annealed wire at very intersection complete as per drawing and direction (a) for works in foundation basement and upto roof of ground floor/upto 4m(1) Tor steel/moled steel.SAIL/ TATA/RINL | BI01010001010000000000000515BI0100001130 | 0.677 | MT. |
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| 9 | 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (i) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. | BI01010001010000000000000515BI0100001131 | 94.08 | Sq.m |
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| 10 | 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity) | BI01010001010000000000000515BI0100001132 | 64.68 | Cum |
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| 11 | 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety | BI01010001010000000000000515BI0100001133 | 74.4 | Cum |
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