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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 sand stone) including removing spreading or stacking the spills within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. Leveling dressing and ramming the bottom. Bailing out water as required complete. |
| 2 | b) Depth above 1500mm and up to 3000mm |
| 3 | Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150mm 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. |
| 4 | b) With carried earth with in the rad of 3km |
| 5 | Cement concrete with 30mm. down graded shingles excluding shutteringa)) 6:3:1proportion |
| 6 | Ordinary cement concrete (mix 3:1:5:1) M20 with graded stone chips (20mm.down excluding shuttering and reinforcement, if any in ground floor as per IS 456-2000 |
| 7 | Hire and labour charges for shuttering with centering and necessary staging up to 4m. Using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs beams, columns, lintels curved or straight including fitting. Fixing and striking out after completion of works. When the height of particular floor is more than 4m. the equivalent floor ht. shall be taken as 4m. and extra for works beyond the initial 4m. ht. shall be allowed under 12(e) for every 4m. or part thereof)f)) 25mm. to 30mm. shuttering without staging in foundation etc. |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc, including supply of rods, 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 inter-section, complete as per drawing and direction.a)) For works in foundation, basement and upto roof of ground floor/upto 4mi)) Tor steel/Mild steel Other than TATA/SAIL/IRNL |
| 9 | Plaster (to wall, floor, ceiling etc.) with sand and cement morar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface. including throating , nosing and drip course where necessary ( ground floor)ii) With 4:1 cement morar c) 10mm thick plaster |
| 10 | Neat cement punning about 1.5 mm thick in wall dado, window, sills, floor, drain etc. |
| 11 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 12 | Add GST 18% |
| 13 | Add Cess 1 % Please Enable Macros to View BoQ information |
