|
| 1 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m disposed earth to be levelled and neatly dressed.all kind of soil. |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 3 | Surface dressing of the ground in all kind of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand :8 graded stone aggregate 40 mm nominal size). |
| 5 | 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 :4 graded stone aggregate 20 mm nominal size). |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Structural steel work riveted, bolted or welded in built-up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 10 | Brick work with fly ash bricks (non modular) of class designation 7.5 in foundation and plinth in: ement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS : 12894, in super structure above plinth and upto floor V level : ement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 12 | Brick work with clay flyash F.P.S. (non modular) brick of class designation7.5 in superstructureabove plinth level up to floor five level in : Cement mortar 1:6(1 cement : 6 coarse sand) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand :12 graded stone aggregate 20 mm nominal size) at plinth level with:Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 17 | 12 mm cement plaster of mix1:6 (1 cement : 6 coarse sand) |
| 18 | Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement. |
| 19 | Neat cement punning.(6mm plaster) |
| 20 | Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete: 40 mm thick with 20 nominal size stone aggregate. |
| 21 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 22 | Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required : 0.80 mm thick with zinc coating not less than 275 gm/m2 |
| 23 | Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia.. G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 24 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer : Using M.S. angles 40x40x6mm for diagonal braces. |
| 25 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including coast of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate. |
| 26 | Prefixing old glass panes with putty and nails. |
| 27 | Renewing glass panes, with putty and nails wherever necessary ncluding racking out the old putty:: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 28 | Carriage of material by mechanical transport including, loading, unloading and stacking up to 2 km:Earth, building rubbish etc .(Rate applicable after deduction of void as per CPWD/PWD norms) |
| 29 | Providing and laying 60 mm thick factory made cement concrete interlocking pavers block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required color and pattern over and including 50 mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-Charge. |
| 30 | Providing and fixing lst quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 31 | Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete: Size of Tile 60x60 cm. |
| 32 | Providing and fixing ball bearing for rolling shutters. |
| 33 | Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacture\"s specifications including appropriate priming coat, preparation of surface, etc. complete: On concrete work. |
| 34 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand).Dark shade using ordinary cement. |
| 35 | Attending to petty maintenance service like plumbing, Welding, carpentering, mason with one carpenter plumber or mason and one helper perhour. |
| 36 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG -10 |
| 37 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 39 | Hiring J.C.B machine with driver/operator, fuel all T&P labour etc. for proper completion of workas per direction of Engineer-in-Charge |
| 40 | Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) :Flat surfaces |
| 41 | Installation & runningof 1HP /0.5 HP Elctric/Diesel Engine Motor Pump set with suction of 5 Meter depth & delivery pipe up to the distance of 70 Meter in near by pit including cost of all hire charges of Motor Pump set, operator and fuel etc. complete as pr direction of Engineer in charge. |
| 42 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer - in -charge. |
| 43 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile |
| 44 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile |
| 45 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. Epoxy adhesive |
| 46 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mmin RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position usingepoxy resin anchor grout of approved makebut excluding the cost of reinforcement and Pressure grouting of crakes honey comb all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia. |
| 47 | Supply and Fixing GI injection nipple 12mm dia, 75mm long |
| 48 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction ofEngineer-In-charge complete in all respect Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 49 | Providing and groutingwith convextra G.P.-2 of standard quality approved byEngineer - in - chargeincluding chipping of RCC and surface preparation including all labors, T&Petc. complete. |
| 50 | Supply and Fixing 10 mm thick square edge fully perforated GRG(Glass Fibre Reinforced Gypsum) false celing tiles of Size 595x595 mm |
| 51 | Supply and painting of 85/25 grade bitumen paint over roof @ 1.7Kg/s.q.m and spreadeing 6 mm size grit over it @ 1 cft/100 sq.Ft. including sweeping, cleaning of roof with brush, heating the paint to required temperature and supply of labour, material and T&P etc. required for proper completion of work. |
| 52 | Providing jack hammer with compressor its lead and Operator for making hole in slab and breaking R.C.C. and exposing existing reinforcement complete with all T&P labour etc. for proper completion of workas per direction of Engineer-in-Charge |
| 53 | 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) metre 290.80 |
| 54 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles |
| 55 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .Thescaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
