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| 1 | Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils |
| 2 | a) All kinds of soil (ordinary soil/ hard soil/ dense soil. |
| 3 | In hard rock Blasting prohibited |
| 4 | Add cost of dewatering @ 5% from Sl 1.01& 1.02 |
| 5 | Providing and laying cement concrete in retaining walls etc and all works above plinth level such as pilasters, columns, pillars, posts, struts, buttresses, parapets, coping, plain window sills, fillets, sunken floor etc, up to first floor level, excluding the cost of centering, shuttering and finishing.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 6 | Add cost of dewatering @ 5% from Sl. 2 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement: M20 or 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Add cost of dewatering @ 5% from SL 4 |
| 9 | Shuttering/FormworkCentering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) |
| 10 | Add cost of dewatering @ 5% from Sl. 6 |
| 11 | Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required).High Yield Strength Deformed bars or Tor Bars |
| 12 | Add cost of dewatering @ 5% from Sl. 8 |
| 13 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 14 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5km. |
| 15 | Carriage of stone aggregates : 30km |
| 16 | Carriage of sand: 30km |
| 17 | Carriage of steel: 30km |
| 18 | Making coffer dam by providing, fixing and driving close bamboo pile walling made of 65 mm to 75 mm dia bamboo of minimum length 5.00 m (in double line) two lines at a distance of 500mm driven 2.00m length into the ground side by side at a spacing not more than 70 mm center to centre with struts/ stays of 1.625 m average length at an interval of 1.0 m and 3 Nos. half split bamboo runners of same dia fitted and fixed with iron nails etc. and G.I. binding wire of 20 gauge to the piles both inside and outside and the space between two lines filled with sand bags (empty cement poly bags filled with sand and silt) stitching the mouth with thread and placing the same in position all complete as per direction of the Engineer-in-charge. |
| 19 | Providing and placing in position by inserting 32mm dia anchor bolts into the foundation for proper anchorage with rocky strata. Please Enable Macros to View BoQ information |
