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| 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 the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.P-1, It-2/a |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.P-1, It-3/a |
| 3 | 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)P-2, It-4A |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.P-1, It-1 |
| 5 | Cement concrete with graded Stone balast (40 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportionP-9, It-26/a |
| 6 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth 250 mm thickP-1, It-4/b |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) Pakur / Chandi Variety inP-12, Sl.-33/i |
| 8 | Hire and Labour charges for shuttering with centering and necessary staging up to 4m. using approved stout props & thick hard wood planks of approved thickness with required breaking for slabs , beams , columns Lintels curved or straight including fitting fixing and striking out after completion of works.(a) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-in-charge. in-P-42, It-36/a |
| 9 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), 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 and upto roof of ground floor/upto 4 m(i) Tor steel/Mild SteelI. SAIL/ TATA/RINLP-43, It.-40/a/i |
| 10 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(iii) 35 mm. thickP-22, Sl.-4/ii |
| 11 | 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](ii) With 1:6 cement mortar(b) 15 mm thick plasterP-49, Sl.-1 |
| 12 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.P-192, It-15 |
| 13 | Add 18% GST Charges |
| 14 | Add 1% Cess Please Enable Macros to View BoQ information |
