|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.(a)All kinds of soil |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.(a) All kinds of soil |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for(a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,Painting with syntheticenamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work using structural steel etc. as required.(a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 11 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including supportive structure, cutting, hoisting, fixing in position and applying a priming Coat of approved steel primer, Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work, including welding and bolted with special shaped Washers etc. complete.(a) Hot finished welded type tubes |
| 12 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 13 | CEMENT PLASTER (IN COARSE SAND)(i)12 mm cement plaster of mix :(a) 1:6 (1 cement: 6 coarse sand) |
| 14 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :(a) Raised and cut pointing |
| 15 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 16 | Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.(a) With road roller/ hand roller |
| 17 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.(a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 18 | Cutting bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required. |
| 19 | 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.(a)With G.I. barbed wire |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work-(a) 25 mm dia nominal bore |
| 21 | (b)50 mm dia nominal bore |
| 22 | (c)65 mm dia nominal bore |
| 23 | (d)80 mm dia nominal bore |
| 24 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : (a) 25 to 40 mm nominal bore |
| 25 | (b) 50 to 80 mm nominal bore |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(a) 50 mm nominal bore |
| 27 | (b) 65 mm nominal bore |
| 28 | (c)80 mm nominal bore |
| 29 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(a) 25 mm nominal bore |
| 30 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :18.40.3 (a) 25 mm diameter pipe |
| 31 | (b) 50 mm diameter pipe |
| 32 | (c) 65 mm diameter pipe |
| 33 | (d) 80 mm diameter pipe |
| 34 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :(a) 50 mm nominal bore |
| 35 | (b) 65 mm nominal bore |
| 36 | (c) 80 mm nominal bore |
| 37 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting andthreading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (a) 65 mm nominal bore |
| 38 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 39 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with( Stones to be provided free of cost to contractor) :(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | Providing and engaging JCB for Removal of Malba, lifting and dragging of earth in Pits and levelling/dressing of ground i/c driver helper, diesel, and lubricant/oils/other Consumables and taxes etc. as per direction of Engineer-in-charge. |
| 41 | Supplying/Hiring of Manpower on daily basis for carrying out misc works such as excavation, surface dressing etc& other worksas directed by Engineer in Charge. |
| 42 | Providing and laying 80mm thick faciory made cement concrete interlocking grass grid paver block of M -30 grade with suitably reinforced made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 43 | 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-in-charge, 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) |
| 44 | Multypling factor @ 1.0633 for revised rate of GST @ 18 % in place of 12 % |
| 45 | Add cost index @ 7.00 % |
