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| 1 | Sub-Head : Earth Work |
| 2 | Earth work in excavation 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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 3 | All kinds of soil |
| 4 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 5 | All kinds of soil. |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 8 | All kinds of soil. |
| 9 | Sub-Head : Concrete Work |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 14 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (Zone III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20mm nominal size Recycled concrete aggregate (RCA) up to 25%). |
| 16 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 17 | Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 18 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. |
| 19 | Note : 1) Excess/ less cement used than specified in this item is payable/ recoverable separately. |
| 20 | All works up to plinth level: |
| 21 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). |
| 22 | Sub-Head : Reinforced Cement Concrete |
| 23 | 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 : |
| 24 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 25 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 26 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 29 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 30 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 31 | Suspended floors, roofs, landings, balconies and access platform. |
| 32 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 33 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to all levels. |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 36 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 37 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 38 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement |
| 39 | All works up to plinth level |
| 40 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 41 | Add/deductfor using extra cement in the items of design mix over and above the specified cement content therein. |
| 42 | Sub-Head : BRICK WORK |
| 43 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 44 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 46 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 47 | Sub-Head : Wood work & PVC |
| 48 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 49 | 300x16 mm |
| 50 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 51 | 300x10 mm |
| 52 | 250x10 mm |
| 53 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 54 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 55 | Twin rubber stopper |
| 56 | Sub-Head : Steel Work |
| 57 | 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. |
| 58 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 59 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 60 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 61 | Hot finished welded type tubes. |
| 62 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 63 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 64 | Sub-Head : FLOORING |
| 65 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 66 | 25 mm thick. |
| 67 | Sub-Head : Roofing |
| 68 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, |
| 69 | (i) Single socketed pipes. |
| 70 | 110 mm diameter |
| 71 | Providing and fixing percolated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineering- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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. |
| 72 | Sub-Head : FINISHING |
| 73 | 12 mm cement plaster of mix : |
| 74 | 1:4 (1 cement: 4 coarse sand) |
| 75 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 76 | 1:4 (1 cement: 4 coarse sand) |
| 77 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification. |
| 78 | Two or more coats on new work. |
| 79 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 80 | Two or more coats on new work. |
| 81 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 82 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 83 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 84 | Sub-Head : Road Work |
| 85 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 meters. |
| 86 | Supplying and stacking at site. |
| 87 | (a) Good earth |
| 88 | Spreading of good earth in required thickness as per direction of officer-in-charge ( good earth to be paid separately). |
| 89 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter open able length ( total length 90 m), having 50 nos rounds per 6 meter length, up to 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/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 90 | 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 91 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 92 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 93 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 94 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). |
| 95 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : |
| 96 | Stone aggregate 40 mm nominal size |
| 97 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge. |
| 98 | 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 99 | Sub-Head : Aluminium Work |
| 100 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 101 | For fixed portion |
| 102 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 103 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 104 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 105 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 106 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 107 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 108 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in-charge |
| 109 | Powder coated minimum thickness 50 micron aluminium |
| 110 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 111 | Sub-Head : MISC |
| 112 | Providing, cutting in required length and fixing at proper position (1m C/C horizontally and vertically) with winding wire,50mm dia. 0.6 MPa class 3 (6.0kg/cm2) UPVC ISI pipes of supreme or equivalent make complete in for weep holes in RCC retaining wall for all heights complete in all respects as directed by Engineer-in-charge. |
| 113 | Providing and fixing automatic Boom Barrier Godrej make model G6000 with remote control having boom length 6 metre, boom height from ground 914 mm, housing dimensions 450x295x1007 mm , Boom dimension 100 x 40 mm Controller protecting rating IP54, Control panel pwer supply 230 v AC 50/60 Hz,, Motor power supply 24 V DC , Power 300 W, Torque 60 Nm, opening time 3 to 6 sec etc all complete at site including the cost of carriage, fixing, labour etc all complete as per the direction of the Engineer-In-Charge. Nothing extra on this account shall be payable. |
| 114 | Providing and fixing 10mm thick multi purpose cement boardin panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. |
| 115 | Making opening in 230mm RCC retaining wall by core cutting of size 1550 x 2000mmincluding the cost of all labour, tools & plants etc and disposal of malba all complete as per the direction of the Engineer-In-Charge. |
| 116 | Providing and fixing precast RCC circular shape HD-35 manhole cover with frame in external L&T trench slab with providing extra reinforcement all around for support with proper line & level as per drawing and instruction of Engineer-in-Charge. (Reinforcement will be paid under relevant item of agreement) |
| 117 | (a) Circular shape 900mm internal dia |
