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| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 5 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Hiring and deployment of Hydraulic Excavator (3D) with driver and fuel all complete as per direction of Engineer-in-chrage. |
| 8 | Hiring and deployment of Tractor with trolley with driver and fuel all complete as per direction of Engineer-in-chrage. |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 11 | Laying at or near ground level old kerb stones of all types in position to therequired line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thicknessof joints, except at sharp curve, shall not be more than 5 mm), includingmaking drainage opening wherever required etc. complete as per directionof Engineer-in-charge. (Length of finished kerb edging shall be measuredfor payment). (Old kerb stones shall be supplied by the department freeof cost) |
| 12 | Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates efc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fastenersetc.). |
| 13 | Lettering with black Japan paint of approved brand and manufacture |
| 14 | Supplying at site :R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 15 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontalwires, of barbed wire weighing 9.38 kg per 100 m (minimum), between thetwo posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Costof 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 |
| 16 | Providing and fixing concertina coil fencing with punched tape concertinacoil 600 mm dia 10 metre openable length ( total length 90 m), having 50nos rounds per 6 metre length, upto 3 m height of wall with existing angleiron ‘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 retainhorizontal, including necessary bolts or G.I. barbed wire tied to angle iron,all complete as per direction of Engineer-in-charge, with reinforced barbedtape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of165 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) |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 18 | Cutting bajri paths and making good the same including supply of extraquantities of brick aggregate, required |
| 19 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 20 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 21 | Manufacturing, supplying and fixing retro reflective overhead signageboards made up of 2 mm thick aluminium sheet, face to be fullycovered with high intensity and encapsulated lens type heat activatedretro reflective sheeting conforming to type - III of ASTM-D-4956-01 asapproved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001in silver white with blue colour back ground and with high intensity grade,pasted on substrate by pressure sensitive adhesive backing which shall beactivated by applying pressure conforming to class II of ASTM-D-4956-01and fixing the same to the plate of structural frame work by means ofsuitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre tocentre all along the periphery as well as in two vertical rows along with theftresistant measures, including the cost of painting with two or more coatsof epoxy paint in grey colour on the back side of aluminium sheet includingappropriate priming coat. The rate includes the cost of rounding off thecorners, lowering down the structural frame work from the gantry, fixing anderecting the same in position all complete as per drawings, specificationand direction of the engineer-in-charge.(Structural frame work includingM.S. plate to be provided separately. Rectangular area of the sheet onlyshall be measured for payment). Overhead informatory road signage |
| 22 | Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % andconforming to 1.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joint with white cement & matching pigments etc.complete.Size of Tile 600x600 mm |
| 23 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade withapproved colour, design & pattern. |
| 24 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 25 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete.Hot finished welded type tubes |
| 26 | Add Correction factor (0.973) |
