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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 spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. . |
| 2 | (b) Depth of excavation additional depth beyond 1,500 mm. and up to 3,000 mm. but not requiring shoring. |
| 3 | Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 4 | Cost of stone boulder 150 mm size delivered ans stacked at site. |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. |
| 6 | (B) With N.B variety stone metal. |
| 7 | (a) 1:3:6 proportion. |
| 8 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes. |
| 9 | (ii) River bazree. |
| 10 | Plum Concrete work with 40 % Cement Concrete with 30 mm down graded stone metal and 60% stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. |
| 11 | (i) (1:3:6) proportion. |
| 12 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). |
| 13 | ( c ) 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. |
| 14 | 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 inter-section, complete as per drawing and direction. |
| 15 | (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. |
| 16 | SAIL/ TATA/RINL |
| 17 | Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 18 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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]. |
| 19 | (i) with 1:6 cement mortar. |
| 20 | (a) 25 mm. thick plaster. |
| 21 | M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding |
| 22 | (I) For structural members/built up sections of specified sections weighing less than 22.5kg./m. |
| 23 | Supplying , fitting and fixing 600 mm. (+/ - 30 mm.) diametre R.B.T. (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx. 6 metres length at site clipped with two nos. of horizontal R.B.T. Strands which will be tensioned and fixed with the vertical M.S. angle iron posts by means of security fasteners (such as 'C' clips, R.B.T. clips etc..) (The rate is exclusive of the cot of posts). Please Enable Macros to View BoQ information |
