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| Sl. No. | Item Description |
| 1 | Surface dressing ot the ground includingremoving vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil. |
| 2 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 4 | S/L of stone ballast 22.4 to 53 mm size withstacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR |
| 5 | Supply of screening material with stackingfor measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 6 | mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 |
| 7 | Construction of cement concrete kerb withtop and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408. |
| 8 | Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge |
| 9 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. |
| 10 | Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure). |
| 11 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 12 | Supplying and stacking sludge at siteincluding royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). 1:6 of Total Volume |
| 13 | Supplying and stacking at site dump manurefrom approved source, including carriage upto 5 km leadcomplete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S.designation 20 mm |
| 14 | Mixing earth and sludge or manure in therequired proportion specified or directed by the Officer-in-charge |
| 15 | Rough dressing the trenched groundincluding breaking clods. |
| 16 | Fine dressing the ground |
| 17 | Spreading of sludge, dump manure and/orgood earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ orgood earth to be paid separately) |
| 18 | Uprooting weeds from the trenched areaafter 10 to 15 days after flooding with water including disposal of uprootedvegetation. |
| 19 | Cocopeat (blocks) for urban Forest |
| 20 | Rice husk for urban forest |
| 21 | Compost |
| 22 | Vermicompost |
| 23 | Grassing with selection No. 1 Doob grassincluding watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions |
| 24 | Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking repeatedly,breaking clods, rough dressing, flooding with water, uprooting fresh growthsafter 10 to 15 days and then fine dressing for planting new grass, includingdisposal of all rubbish with all leads and lifts. |
| 25 | turf with earth 50mm to60mm thickness of existing ground prepared with proper level and rammingwith required tools wooden and than rolling the surface with light rollermake the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officerin charge |
| 26 | Supply and fixing of factory wired integral LEDflood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA |
| 27 | Mild Steel Hot Dip Galvanized Single ArmBracket, For Street, 3 mm |
| 28 | Junction Box, 6 inches x 8 inches x 2 inches (152.4 mm x 203.2 mm x 50.8 mm), Pack of 10,White Color |
| 29 | Supply and laying of aluminium conductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size oras directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 30 | Earthing with G.I. earth pipe 4.5 metre long,40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 31 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 32 | providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 33 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 34 | 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. 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.All works upto plinth levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 35 | 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. 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.All works above plinth level upto floor V leve Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 36 | Centering and shuttering including strutting,propping etc. and removal of form for-Foundations, footings, bases of columns, etc.for mass concrete |
| 37 | Centering and shuttering including strutting,propping etc. and removal of form for-Columns, Pillars, Piers, Abutments, Posts andStruts |
| 38 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 39 | flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 40 | Stone tile work for wall lining upto 10 m heightwith special adhesiveover 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),including pointing in white cement with an admixture of pigment to matchthe stone shade.Granite stone of any colour and shade |
| 41 | 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. |
| 42 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 43 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 44 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 45 | 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. 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.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 46 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for-Foundations, footings, bases of columns, etc.for mass concrete |
| 48 | 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. |
| 49 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 50 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 51 | 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. 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 52 | 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. 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc.for mass concrete |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders,bressumers and cantilevers |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts andStruts |
| 56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-501D or more. |
| 57 | First class Brick Work in (1:4) cement & fourcoarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
| 58 | First class Brick Work in (1:4) cement & fourcoarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge. |
| 59 | 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) |
| 60 | Stone tile work for wall lining upto 10 m heightwith special adhesiveover 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),including pointing in white cement with an admixture of pigment to matchthe stone shade. |
| 61 | Surface dressing ot the ground includingremoving vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil. |
| 62 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 63 | providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 64 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 65 | First class Brick Work in (1:4) cement & fourcoarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
| 66 | First class Brick Work in (1:4) cement & fourcoarse sand 2.20 F.M. morter in Super Structure all completed as per the direction of engineer - in - charge. |
| 67 | flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 68 | Stone tile work for wall lining upto 10 m heightwith special adhesiveover 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),including pointing in white cement with an admixture of pigment to matchthe stone shade.Granite stone of any colour and shade |
| 69 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 70 | Construction of granular sub-base byproviding close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 71 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 72 | Structural steel work riveted, bolted orwelded 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. (Weight as per IS 4923) |
| 73 | 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, 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.1.00 mm thick with zinc coating not less than 275 gm/m² |
| 74 | Providing and fixing IS : 12817 markedstainless steel butt hinges with stainless steel screws etc. complete :100X58X1.90 mm |
| 75 | Providing and fixing aluminium sliding doorbolts, 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 |
| 76 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non- decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 77 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 100X58X1.90 mm |
| 78 | Providing and fixing aluminium sliding doorbolts, 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 |
| 79 | Designing, fabricating, testing, installing andfixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon |
| 80 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS : 710 of approved bran boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. |
| 81 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Points For Each Stall (3 Ceiling Lights+1 Fan) |
| 82 | Wiring point for plug with 1.5 sq. mm.FRLSHPVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch and socket etc. complete in all respect including matching colour wash.Same as in item 134 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.For 3 Plugs of Each Shop |
| 83 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet (near equipment point) and 25 A modular SP MCB, “C” curve (at accessible point) including connections, painting etc. as required. |
| 84 | Wiring for circuit/ submain wiring alongwithearth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required.4 X 4 sq. mm + 2 X 4 sq. mm earth wireExternal Power Supply Cable |
| 85 | Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT-AA |
| 86 | Installation, testing and commissioning ofOrient Electric 1200 mm Apex Prime| 5 Years Warranty by Orient | 350 RPM Motor Speed | BEE 1-Star Rated Energy Efficient Fan| Rust- Proof Aluminium Blades. |
| 87 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet (near equipment point) and 25 A modular SP MCB, “C” curve (at accessible point) including connections, painting etc. as required. |
| 88 | Internal Plumbing (Café)Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.20 mm nominal dia Pipes |
| 89 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 90 | Providing and fixing kitchen sink with C.I.brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting thefittings and brackets, cutting and making good the walls wherever required:White glazed fire clay kitchen sink of size600x450x 250 mm |
| 91 | Wastewater Drainage (Café)Providing, laying and jointing glazedstoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm diameter (Inner Drain Pipe) |
| 92 | Providing and fixing square-mouth S.W. gullytrap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 93 | Lane-wise Main DrainageProviding, laying and jointing glazedstoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter (Main Drain Pipe) |
| 94 | Constructing brick masonry road gullychamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with precast R.C.C. vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 95 | Water Supply SystemProviding 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. 1000 Ltr |
| 96 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.32 mm nominal dia Pipes |
| 97 | Providing and fixing ball valve (brass) ofapproved quality, High or low pressure, with plastic floats complete :25 mm nominal bore |
| 98 | Washbasin Units (Triple Type) in Open AreaProviding and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mmC.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 99 | Providing and fixing 18 mm thick gang sawcut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of all colour and texture except black, Cherry/Ruby redArea of slab over 0.50 sqm |
| 100 | Providing and fixing wash basin with C.I.brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. |
| 101 | Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 102 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.32 mm nominal dia Pipes |
| 103 | Providing and fixing C.P. brass angle valve forbasin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 104 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.20 mm nominal dia Pipes (Additional Pipe for Wash Basin to Main Water Supply Pipe) |
| 105 | Providing, laying and jointing glazedstoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm diameter (For Waste Water-fromWash Basin to Main Waste Pipe) |
| 106 | Earthwork & TrenchingExcavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 107 | Supplying, installing, testing & commissioning of 1.0 HP centrifugal monoblock pump set (ISI- marked) for drinking water supply from 80 m deep borewell to overhead storage tanks, including starter panel with digital metering and control, power cabling, foundation with MS base plate, delivery/suction piping (20 m), valves, foot valve, earthing system, and all necessary fittings, fixtures, and accessories, including boring of 150 mm dia borewell (100 m deep), alignment, testing, trial run, and commissioning, complete in all respects as per direction of Engineer-in-Charge. |
| 108 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 109 | Construction of granular sub-base by providing close graded material conforming to specifications,mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site,for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 110 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 111 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) |
| 112 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. Steel Mess in RCC |
| 113 | Supply & laying of 4 mm thick SBR rubberizedcushioning layer (in-situ/rolled), shock‑absorbing synthetic SBR granules with binder |
| 114 | Synthetic Acrylic Sports Flooring, For Outdoor,Upto 3 Mm |
| 115 | Structural steel work riveted, bolted orwelded 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. (Weight as per IS 4923) |
| 116 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 117 | Construction of granular sub-base by providing close graded material conforming to specifications,mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site,for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 118 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 119 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) |
| 120 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 121 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. |
| 122 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) |
| 123 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 124 | 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) |
| 125 | Synthetic Acrylic Sports Flooring, For Outdoor,Upto 3 Mm |
| 126 | Providing and fixing fixed type GI/MS TableTennis net assembly of standard ITTF size including clamps, anchor bolts, welding/bolting and all fittings complete. 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. (Weight as per IS 4923) |
| 127 | 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. 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 128 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconiesand access platform |
| 129 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 130 | Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather- resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock- ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in- Charge. |
| 131 | Surface dressing ot the ground includingremoving vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil. |
| 132 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 133 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 134 | S/L of stone ballast 22.4 to 53 mm size withstacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR |
| 135 | Supply of screening material with stackingfor measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 136 | mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 |
| 137 | Construction of cement concrete kerb withtop and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408. |
| 138 | Supply & laying 80 mm thick Precase cement concrete i-shape interlocking paver block (Grey color) with top layer of having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish, skid resistant manufacturered from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not be less than 30 mpa (M-30) and weight 5kg .per no. confirming to 15:15658-2006 including cost of material, labour,t&p etc. required for proper completion of the work as directed by Engineer -in-charge |
| 139 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. |
| 140 | Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excludingcost of imported earth, sludge or manure). |
| 141 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 142 | Supplying and stacking sludge at siteincluding royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). 1:6 of Total Volume |
| 143 | Supplying and stacking at site dump manurefrom approved source, including carriage upto 5 km leadcomplete (manure measured in stacks will be reduced by 8% for payment) :1:8 of Total Volume Screened through sieve of I.S.designation 20 mm |
| 144 | Mixing earth and sludge or manure in therequired proportion specified or directed by the Officer-in-charge |
| 145 | Rough dressing the trenched groundincluding breaking clods. |
| 146 | Fine dressing the ground |
| 147 | Spreading of sludge, dump manure and/orgood earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ orgood earth to be paid separately) |
| 148 | Uprooting weeds from the trenched areaafter 10 to 15 days after flooding with water including disposal of uprootedvegetation. |
| 149 | Cocopeat (blocks) for urban Forest |
| 150 | Rice husk for urban forest |
| 151 | Compost |
| 152 | Vermicompost |
| 153 | Grassing with selection No. 1 Doob grassincluding watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions |
| 154 | Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking repeatedly,breaking clods, rough dressing, flooding with water, uprooting fresh growthsafter 10 to 15 days and then fine dressing for planting new grass, includingdisposal of all rubbish with all leads and lifts. |
| 155 | turf with earth 50mm to60mm thickness of existing ground prepared with proper level and rammingwith required tools wooden and than rolling the surface with light rollermake the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officerin charge |
| 156 | same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removalof rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 60 cm dia, and 60 cm deep |
| 157 | same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removalof rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 45 cm dia, and 45 cm deep |
| 158 | Bill of Qty of Trees, shrubs and groundcoverPlantation of Trees, Shrubs, and Hedge at sitei/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water)Shrubs Plant |
| 159 | Bill of Qty of Trees, shrubs and groundcoverPlantation of Trees, Shrubs, and Hedge at sitei/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water)Hedge Plant /Ground cover |
| 160 | Supplying trees/ lawn/ palms/ plants as perspecifications and as per approval of the architect or as per approval and direction of engineer-in-charge. (All trees - At the time of supply the ht tobe 4' minimum) & (All shrubs-At the time ofsupply all shrubs to be min 2' ht)SHRUBSKaner |
| 161 | Supplying trees/ lawn/ palms/ plants as perspecifications and as per approval of the architect or as per approval and direction of engineer-in-charge. (All trees - At the time of supply the ht tobe 4' minimum) & (All shrubs-At the time ofsupply all shrubs to be min 2' ht)SHRUBSBouganvilla |
| 162 | Supplying trees/ lawn/ palms/ plants as perspecifications and as per approval of the architect or as per approval and direction of engineer-in-charge. (All trees - At the time of supply the ht tobe 4' minimum) & (All shrubs-At the time ofsupply all shrubs to be min 2' ht)SHRUBSMarigold |
| 163 | Supplying trees/ lawn/ palms/ plants as perspecifications and as per approval of the architect or as per approval and direction of engineer-in-charge. (All trees - At the time of supply the ht tobe 4' minimum) & (All shrubs-At the time ofsupply all shrubs to be min 2' ht)SHRUBSAloe Vera |
| 164 | HEDGE & FENCINGClerodendrum Enermi |
| 165 | HEDGE & FENCINGDuranta |
| 166 | HEDGE & FENCINGSyngonium |
| 167 | HEDGE & FENCINGSansieveria var. |
| 168 | Supply and fixing of factory wired integral LEDflood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA |
| 169 | Mild Steel Hot Dip Galvanized Single ArmBracket, For Street, 3 mm |
| 170 | Supplying, Providing, installation of 200 x 150 x 125 mm polycarbonate weather proof (IP- 55) junction box and SP MCB’s and terminal block. Supplying and laying cable through GI pipe up to junction box including excavation and back filling, wiring with 2 x 2.5 sq.mm PVC insulated 1100 volts grade copper conductor wires from junction box to lighting fixture complete. |
| 171 | Supply and laying of aluminium conductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size oras directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 172 | Earthing with G.I. earth pipe 4.5 metre long,40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. |
| 173 | Surface dressing ot the ground includingremoving vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to1.5m. All kinds of soil. |
| 174 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 175 | providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 176 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 177 | 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. 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.All works upto plinth levelConcrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 178 | 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. 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.All works above plinth level upto floor V leve Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 179 | Centering and shuttering including strutting,propping etc. and removal of form for-Foundations, footings, bases of columns, etc.for mass concrete |
| 180 | Centering and shuttering including strutting,propping etc. and removal of form for-Columns, Pillars, Piers, Abutments, Posts andStruts |
| 181 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 182 | flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by theEngineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 183 | Stone tile work for wall lining upto 10 m heightwith special adhesiveover 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand),including pointing in white cement with an admixture of pigment to matchthe stone shade.Granite stone of any colour and shade |
| 184 | Providing and fixing Mild Steel (MS) Trishul Sculpture of approximate height 4.0 metre, fabricated from MS plates/sections, including complete artistic fabrication with internal structural framework, cutting, bending, welding, grinding and surface preparation, application of one coat of approved zinc- rich primer and two or more coats of approved weather-resistant synthetic enamel/ PU paint, providing and fixing MS base plate of adequate thickness, high tensile MS anchor bolts with nuts, washers and templates, transportation to site, erection, alignment and fixing over RCC pedestal using crane or other required means, providing and placing non-shrink cementitious grout below base plate, finishing, concealment MS cover plate at base, testing, cleaning and handing over complete, as per approved drawings, specifications and directions of Engineer-in- Charge.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. |
| 185 | Excavation in foundation in cutting ordinary soil including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in- charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 |
| 186 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications anddirections of Engineer-in- Charge. |
| 187 | Concrete with 4 cm. gauge brick ballast, Finesand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundationsand under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 188 | 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. 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.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 189 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 190 | Centering and shuttering including strutting, propping etc. and removal of form for-Foundations, footings, bases of columns, etc.for mass concrete |
| 191 | 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. |
| 192 | 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. 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 193 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconiesand access platform |
| 194 | Steel reinforcement for RCC work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of gradeFe-500D or more. |
| 195 | Providing and executing thematic 3D / mural painting works on existing flyover pillars and concrete structural surfaces, including surface preparation by wire brushing / water jetting to remove dust, dirt, loose paint, oil, and other contaminants; application of exterior-grade primer and putty to achieve a smooth and uniform base; execution of approved thematic mural / 3D artwork by skilled artists using high-quality, weather- resistant, UV-stable exterior acrylic paints of approved make, shade, and colour scheme; complete as per approved drawings, mock- ups, and directions of Engineer-in-Charge; and application of transparent anti-graffiti / protective coating to protect against fading, moisture ingress, vandalism, and weathering, including all materials, labour, tools, scaffolding, safety measures, and incidentals, complete in all respects as per CPWD Specifications and directions of Engineer-in- Charge. |
| 196 | GST Please Enable Macros to View BoQ information |
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