|
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. |
| 2 | 15 cm av. Diameter |
| 3 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and afterdriving and including hire and labour for necessary driving appliances and all tackles. |
| 4 | 15 cm av. Diameter |
| 5 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site |
| 6 | Width of thinner end above 10 cm and less than 15 cm |
| 7 | Jhaw / Eucalyptus. |
| 8 | Fitting, fixing bitumen drum sheet to bullah piling land wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at Itop & bottom and bolts& nuts at top & botlom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer in charge. |
| 9 | Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile includingsupply and transporting theearthby truck or tractor or any other mechanical means on land , including loading, transporting, unloadingand stacking with all lifts bothways and head load where necessary anddepositing the same on embankments, clannels, filling depressions inrequisite profile, levelling as per direction of the Engineer-in-charge within a lead of,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. |
| 10 | Beyond 500 metre and upto 1,00 km |
| 11 | 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. |
| 12 | Depth of excavation not exceeding 1,500 mm |
| 13 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 m lncluding watering and ramming etc, layer by layer complete. |
| 14 | With earth obtained from excavation of foundation. |
| 15 | 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 lS codes. |
| 16 | Pakur Variety |
| 17 | Brick work with lst class bricks in cement mortar (1:4) |
| 18 | ln Superstructure, ground floor. |
| 19 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staglng where necessary (Ground floor).[Excluding cost of chipping over concrete surface] |
| 20 | with 1:4 cement mortar |
| 21 | 20mm thk. Plaster |
| 22 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu.m. per 100 sq.m. Please Enable Macros to View BoQ information |
