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| 1 | Sub-Head : Earth Work |
| 2 | 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. |
| 3 | All kinds of soil. |
| 4 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : |
| 5 | Depth exceeding 1.5 m but not exceeding 3 m. |
| 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 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 10 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 11 | Sub-Head : Concrete Work |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 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) |
| 14 | 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) |
| 15 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 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 | Making plinth protection 50mm thick of 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. |
| 18 | Sub-Head : Reinforced Cement Concrete |
| 19 | 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 : |
| 20 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | 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 : |
| 22 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | 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). |
| 24 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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 20mm nominal size derived from natural sources). |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 26 | Suspended floors, roofs, landings, balconies and access platform |
| 27 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 28 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 29 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 33 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 34 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 35 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 36 | Sub-Head : Masonry Work |
| 37 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 39 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 40 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 41 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 5.0 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 42 | Sub-Head : Steel Work |
| 43 | 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. |
| 44 | Sub-Head : Flooring |
| 45 | 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. |
| 46 | 40 mm thick with 20 mm nominal size stone aggregate |
| 47 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 48 | 18 mm thick. |
| 49 | Sub-Head : Roofing |
| 50 | 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, (i) Single socketed pipes. |
| 51 | (i)Single socketed pipes. |
| 52 | 110 mm diameter |
| 53 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. |
| 54 | Bend 87.5° |
| 55 | 110 mm bend |
| 56 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 57 | 110 mm |
| 58 | Sub-Head : Finishing |
| 59 | 12 mm cement plaster of mix : |
| 60 | 1:6 (1 cement: 6 fine sand) |
| 61 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 62 | 1:6 (1 cement: 6 fine sand) |
| 63 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 64 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 65 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade |
| 66 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 68 | One or more coats on old work. |
| 69 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : |
| 70 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. |
| 71 | Sub-Head : Repairs to Buildings |
| 72 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 73 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 74 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 75 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 76 | Sub-Head : Dismantling and Demolishing |
| 77 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 78 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 79 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 80 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 81 | 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. |
| 82 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 83 | In cement mortar |
| 84 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 85 | Of area 3 sq. metres and below |
| 86 | Of area beyond 3 sq. metres |
| 87 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 88 | 100 mm dia pipe |
| 89 | 150 mm dia pipe |
| 90 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 91 | 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. |
| 92 | Sub-Head : Conservation of Heritage Buildings |
| 93 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. |
| 94 | The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. |
| 95 | Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. |
| 96 | (2) The payment will be made once only for execution of all items for such works. |
| 97 | Sub-Head : NEWTECHNOLOGIES AND MATERIALS |
| 98 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 99 | 75 mm average thickness |
| 100 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 101 | Bars upto 12 mm diameter |
| 102 | Bars above 12 mm diameter |
| 103 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 104 | Upto and including 12mm dia. |
| 105 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 106 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. |
| 107 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. |
| 108 | Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. |
| 109 | (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument) |
| 110 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 111 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) |
| 112 | Epoxy injection grout in concrete/RCC work of approved make |
| 113 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 114 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 115 | Sub-Head : Market Rated Items |
| 116 | Shifting of double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made withaviliable 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work |
| 117 | Uprooting and Removing plants from the Roof and walls at any height by removing entire roots inside the structure and applying chemicals/acid to the main rooti/c making goodthedamages with cement mortar/cement concret 1:2:4 as per requirement all complete as per direction of EIC.(The existing scafolding system is used to carry out the work) |
| 118 | S/F/Commisioning of 1 HP Electric mono Block pump of approved make with necessary HDPE/UPVC pipe s,valves,fittings for water removal including electrical cable,switch board ,starter pannelset & to ensure propper dischargeof water with pressureall complete as per direction of E.I.C. |
| 119 | Labour charges for fixing 100 mm dia Circular steel pipes with jack system as to use as prop to supportfrom the top of plinth beam to bottom of beam and slab i/c fixing with nut & bolts while jacketing work to column in progress all complete as per direction of EIC.(Material will be supplied by Deptt.under this item) |
| 120 | Refixing tosteel window of area 3.00 Sqm and below available at site in proper position including hold fast with concrete as per direction of E.I.C. |
| 121 | Refixing toMS rolling shutter of area 3.00 Sqm and above available at site in proper position including hold fast with concrete as per direction of E.I.C. |
| 122 | Extra cost for working in foul condition like working with drain/sewage water at foundation bottom area of column as per direction of E.I.C. |
| 123 | Shifting to MS cable tray from the face of column and making additional support till completion of jacketing to column and refixing to its original position as per direction of E.I.C. |
| 124 | Refixing to CI/PVC rain water pipe of 150/100mm dia with clamp/clips at its original position aftercompletion of jacketing to column as per direction of E.I.C. |
