|
| 1 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. (DSR 15.18) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.1:3:6 or Richer Mix (DSR 15.2.1) |
| 3 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil (DSR 2.8.1) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 5 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (6.4.1) |
| 6 | Centring and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR 5.9.2) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2) |
| 8 | Steel work welded in built up section / framed work including cutting, hoisting, fixing in position and applying a two coat of 1st quality synthetic enamel paint over one coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) |
| 9 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53) |
| 10 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire (DSR 16.18.1) |
| 11 | Providing and laying damp-proof coarse 40mm thick with cement concrete 1:2:4 (: 1 cement : 2 coarse sand : 4 graded stone agg) 12.5mm nominal size. Complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 4.10) |
| 12 | Providing and laying 15mm cement plaster of mix. 1:4 (:1 cement : 4 course sand) Complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 13.5.1) |
| 13 | Providing and applying white cement putty of average thickness 1mm of approved brand and manufacture, over the plstered wall surface to prepare the surface even and smooth (birla/J.K etc) complete to the entire satisfactionof the Engineer-in-charge. (DSR 13.80) |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm) 13.46.1 |
| 15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks,mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover (DSR 10.6.1) |
| 16 | Providing and fixing ball bearing for rolling shutters (DSR 10.7) |
| 17 | Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 10.00 sqm and upto 16.80 sqm in the area (DSR 10.8.1) |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on New work. (DSR 13.61.1) |
| 19 | Credit of Steel i.e railing / flat / angle etc complete in all respect and to the entire satisfaction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
