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| 1 | Road WorksEarth work in filling in ordinary soil including leveling dressing and ramming and also including cartage4.00 Km distance Including loading unloading cost of earth royalty etc. all complete as per direction of E/I Excluding royality Note: Quantity & Cartage shall be executed as per site required and approvel of Engineer in charge.PWD SOR 2023 ITEM No.253+ cartage+ cost of earth etc |
| 2 | Extra for machnical compection of Earth including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete. P.S. |
| 3 | Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. (Analysis Rate) |
| 4 | Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate) |
| 5 | Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate) |
| 6 | First layer of DBM 50mm thick Providing and laying dense graded bitumenous concrete(DBM)with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder@ 4.0 % to 4.50% by weight of total mix andfiller transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7to achieve the desire compaction all complete as per morth specification morth-504(Analysis Rate) |
| 7 | Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface ofincluding cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate) |
| 8 | Providing and laying bitumenous concrete (BC) 25 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. (Analysis Rate) |
| 9 | Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications. DSR 2023 Item No. 16.62 |
| 10 | Provding and fixing Glow studs(Cats Eye) af size 100x 20m made ofheavy duty body shall be moulded ASA (Acrylic styrene Acryloetrite ) or HIP (High impact polystyrene ) of ABS having electronically welded micro- prismatic lens withabrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 Kg tested in accrodance with ASTM D4280. The slope of retro- reflective surface shall be 35(+/-5)degress to base. The reflective panels of both sides with at least 12 cm of reflective area up each side. The luminationce intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS :873 part 4 :1973. Teh studs shall be fixed to the Road surface using the adhesive conforming to IS as per procedure recommended by the manufacturer complet and as perdirection of engineer - in - chargeD.S.R. 2023 Item No. 16.50 |
| 11 | Construction of granular sub base (G.S.B.) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compete at per clause 401. For Brick Eddgeing(Analysis Rate) |
| 12 | First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work. PWD SOR 2023 Item No. 305 |
| 13 | Boundary wall & Main Gate (2Nos)Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. including royality. P.W.D. SOR 2023 Item No.251 |
| 14 | Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the workP.W.D. SOR 2023 Item No. 281 |
| 15 | Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.P.W.D. SOR 2023 Item No. 279(i) |
| 16 | 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,/ Ordinary Portland , 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 /cumDSR 2023 Item No. 5.33.1.1 |
| 17 | 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 levelConcrete of M25 grade with minimum cement content of 330 kg /cum(level 1 to lvl-5)D.S.R. Item No.5.33.2.1 |
| 18 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. P.W.D. SOR 2023 Item No. 504 |
| 19 | First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2023 Item No. 305 |
| 20 | First class brick work in super structure for 230 mm thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2023 Item No. 305+309+310 |
| 21 | First class brick work in super structure for 115 mm thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2023 Item No. 305+309+310a |
| 22 | P/L 25 mm thick cement concrete DPC 1:1.5:3 including waterproffing material as ordered by Engineer In Charge for ratio as spepify the manufacturer.P.W.D. SOR 2023 Item No. 361(a) |
| 23 | Painting bitumen on DPC 1.7 Kg/Sqm 85/50 or 85/25 all complete .P.W.D. SOR 2023 New Item No.1 Ch-7 |
| 24 | Mild steel or iron work of heavy size, grill and built gate and door grame etc. including cutting bending and binding,placing for required shape and size all complete of the work as per P.W.D. SOR 2023 Item No. 503 |
| 25 | 12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work.P.W.D. SOR 2023 Item No. 584+diff |
| 26 | Finishing with EPOXY paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface with putty etc. complete on concrete work. DSR 2023 Item No.13.52.2 |
| 27 | Painting on steel work with one priming coat and one coatsof synthetic enemal paint all complete P.W.D. SOR 2023 Item No. 1+2+4iii |
| 28 | Press steel Door chaukhats supply of M.S. steel 18 guage (1.25mm) pressed steel door Chaukhats including S/F of iron but hinges of 100 x3 mmI.S.I. mark with drilling holes for L-droop and pipes 15 x 12 mm C leats for tower bolt and 40 x6 mm hold fast 230 mm long including supply of all meterials Labour T & P carriage upto site required proper complection of work as per direction of E/IP.W.D. SOR Item No.10.14.1 |
| 29 | Supply & fixing of Flush Doors commercial quality conforming to I.S. 2202 Part I (1983) including fixing of wooken cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handle, springs and other fittings but excluding their supply and including painting with two coats of Black Japan paint on all iron fitting if necessary 32mm thick.P.W.D. SOR Item No. 470i |
| 30 | Supply & fixing mann or Mahaveer or other approved (ISI- marked) Z- section double leaf openable shutters steel window with required shish bars including supply and fixing of approved heavy quality M.S. hinges , handles 30 cmlong stays, and hold fast etc, complete wrought to required form including drilling holes , rivetting welding where necessary & also including supply of steel fitting bolts , nuts ,wastage and labour etc. and their fixing required for proper completon of the work.P.W.D. SOR Item No. 502b |
| 31 | Providing & Fixing of Glass Pannes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).D.S.R. Item No. 9.7.7.2 |
| 32 | S/F of M.S. Hold fastP.W.D. SOR Item No 502a |
| 33 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.D.S.R. Item No. 11.41.1 |
| 34 | S/F 5 mm thick china white glazed tilesin skirting or dado laid with 1 : 3 cement & approved coarse sand mortar finished with white cement slurry tointing and polishing materials labour and tools & plants etc. required for proer compeltion of the work.D.S.R. ITEM NO. 11.40 |
| 35 | 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. D.S.R. Item No. 13.80 |
| 36 | Finishing walls with Acrylic Smooth Exterior Paint required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.P.W.D. SOR Item No. 13.46.1 |
| 37 | Making & Fixing M.S. Iron main Door P.W.D. SOR Item No. 502b |
| 38 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of 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 size derived from natural sources) D.S.R. Item No. 5.14 |
| 39 | Extra for shuttering in circular work (20% of respective centering and shuttering items) 20% for Cornices and mouldings in circular columnsD.S.R. Item No.5.9.14 |
| 40 | Painting Two coat over priming coat (but including cost of priming coat) on steel and other matal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10 sqm in area white superior synthetic enamel of BURGER , NEROLEC brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.DSR ITEM NO. 13.61.1 |
| 41 | Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.D.S.R. 12.20 |
| 42 | Supply and fixing of hexagonal fan box with hexagonal side of approximate 80mm in length fabrication from 16 SWG M.S sheet in corporate 10mm sheet in corporate 10mm and M.S round bar dully bent for supporting fan hanger etc all complete. SI No 1149/elctrical SOR 2018 |
| 43 | Providing and fixing almunium sliding door bolts ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete 300 x 16 mm longD.S.R. Item No. 9.96.1 |
| 44 | Providing and fixing almunium sliding door bolts ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete 250 x 16 mm longD.S.R. Item No. 9.96.2 |
| 45 | Providing and fixing almunium tower bolts ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete 300 x 10 mm longD.S.R. Item No. 9.97.1 |
| 46 | Providing and fixing almunium tower bolts ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete 250 x 10 mm longD.S.R. Item No. 9.97.2 |
| 47 | Providing and fixing almunium handle ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete125 mm longD.S.R. Item No. 9.100.1 |
| 48 | Providing and fixing almunium handle ISI mark Anodised(Anodic coating not less than great ac10 as per IS:1868 transparent are dyed to required colour are shade with nuts and screws etc complete100 mm longD.S.R. Item No. 9.100.2 |
| 49 | Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction ofEngineer in charge.SI No 148(A)/elctrical SOR 2018 |
| 50 | Supply and fixing of 2/3/4 ways round Steel junction box confirming to ISS for 20mm dia 16 gaugeconduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of allmaterial labour and T&P required for proper completion of work.SI No 154/elctrical SOR 2018 |
| 51 | PARKExcavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. including royality. P.W.D. SOR 2023 Item No. 251 |
| 52 | Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the workP.W.D. SOR 2023 Item No. 281 |
| 53 | Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.P.W.D. SOR 2023 Item No. 279(i) |
| 54 | 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,/ Ordinary Portland , 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 /cumDSR 2023 Item No.5.33.1.1 |
| 55 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. P.W.D. SOR 2023 Item No. 504 |
| 56 | First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2023 Item No. 303 |
| 57 | First class brick work in super structure for 9\" thick wall 1:4 (one part of cement and four part of coarse sand) cement mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2023 Item No. 303+309+310 |
| 58 | P/L 25 mm thick cement concrete DPC 1:1.5:3 including waterproffing material as ordered by Engineer In Charge for ratio as spepify the manufacturer.P.W.D. SOR 2023 Item No. S.I. 361(a) |
| 59 | Painting bitumen on DPC 1.7 Kg/Sqm 85/50 or 85/25 all complete .P.W.D. SOR 2023 New Item No.1 Ch-7 |
| 60 | 12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work.P.W.D. SOR 2023 Item No. 584+diff |
| 61 | Finishing with EPOXY paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface with putty etc. complete on concrete work. DSR 2023 Item No. 13.52.2 |
| 62 | DrainageExcavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. excluding royalityP.W.D. SOR 2023 Item No. 251 |
| 63 | Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work.P.W.D. SOR 2023 Item No. 281 |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.1 |
| 65 | 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,/ Ordinary Portland , 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 /cumDSR 2023 Item No.5.33.1.1 |
| 66 | 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 levelConcrete of M25 grade with minimum cement content of 330 kg /cum(level 1 to lvl-5) Drain CulvertD.S.R. 2023 Item No.5.33.2.1 |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platformD.S.R. 2023 Item No. 5.9.3 |
| 68 | Add for using extra cement in the items of design mix over and above the specified cement content therein.PWD SOR Basic Rate of Material 7i |
| 69 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. P.W.D. SOR 2023 Item No. 504 |
| 70 | Sewarage WorkExcavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling, watering and ramming of excavated earth into the trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer incharge upto adistance of 30 m from the foundation trenches (excluding royalty)P.W.D. SOR (2023) ITEM No. 251 |
| 71 | Add to items (251 to 253 for every additional 30m. lead or part of 3.0m. Or for every additional 1.5m. Lift or part of 1.5m. |
| 72 | Add to items (251 to 253 for every additional 30m. lead or part of 4.5m. Or for every additional 1.5m. Lift or part of 1.5m. |
| 73 | Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2023 Item No. 2.20.2 |
| 74 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :mm Internal Diameter R.C.C. pipe(a) 250 mm dia. DSR 2023 Item No. 19.6.3 |
| 75 | (b) 300 mm dia. D.S.R. 2023 Item No. 19.6.4 |
| 76 | Providing and fixing in position the precast cement concrete in 1:2:4, 250mm saddle piller with 20mm guage stone grit coarse sand and cement as per drawing for different dia of pipe including rendring the surface smooth and cost of frame work including all labour T&P etc. required for proper completion of the work as directed by the E/I (Approved rate)250MM dia Saddle piller P.S. |
| 77 | 300MM dia Saddle pillerP.S. |
| 78 | Construction of RCC rectangular man hole of size 900x1200x1500mm internal size with M25 grade ready mix cementconcrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size)finished with floating coat of neat cement,HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 79 | Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x600x1500mm internal size with M25 grade ready mix cementconcrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 80 | Construction of RCC rectaongular man hole/chamber of size 900x600x1500mm internal size with M25 grade ready mix cementconcrete, foundation concrete of 1:4:8 (1 cement : 4 coarse sand: 8 stone aggregate of 40mm size) and making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size)finished with floating coat of neat cement,HD 20 circular man hole cover of size 600mm dia, foot rest of 20x20mm size rectangular cast iron and orange colour PVC coated. including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 81 | Addition/subtraction for extra labour and material for depth of RCC rectaongular man hole/shaft of size 900x1200x1000mm internal size with M25 grade ready mix cementconcrete, . including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design. Analysis Rate |
| 82 | Construction of brick masonery chamber rectaongular type of size 60x60x75cm internal size with M150 grade brick masonery in cement mortar 1:4 (1 cement : 4 coarse sand) and 12mm thick cement plaster in 1:4 (1 cement : 4 Coarse sand) with a floating coat of neat cement, 8 cm thick cement concrete of 1:4:8 (1cement:4 Coarse sand : 8 brick ballast) making necessary channel with cement concrete 1:2:4(1 cement : 2 coarse sand: 4 stone aggregate of 20mm size)finished with floating coat of neat cement,HD 10 rectangular cover of size 45x45cm with frame,including cost of all material, labour, T&P, centering and shurttering etc. required for proper completion of the work as per design.Analysis Rate |
| 83 | Providing & laying cement concrete1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PWD SOR 2023 Item no. 281 |
| 84 | C.C. 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)PWD SOR 2023 Item No. 279 |
| 85 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipeD.S.R. Item No. 19.6.2 |
| 86 | Water SupplySupply of following dia class-C P.V.C. pipe of 6 Kg/Cm2 working presuure (make supreme, Trupari, Prince and astral) confirmingto IS:4985 with suitable coupline/socket and cement solutions etc.including loading unloading cartage to site and excluding GST complete in all respect.110mm dia PVC pipe 6Kg/Cm2 Analsis Rate/P.S. |
| 87 | 140mm dia PVC pipe 6Kg/Cm2Analsis Rate/P.S. |
| 88 | Supply and stacking of approved quality heavy dutyPVC moulded specials (supreme and astral make) required for laying and jointing of PVC pipe at site of work.PVC tee 110x110x110mm (heavy duty)Analsis Rate/P.S. |
| 89 | PVC Bend/elbow 110mm dia (heavy duty)Analsis Rate/P.S. |
| 90 | PVC tee 140x140x140mm (heavy duty)Analsis Rate/P.S. |
| 91 | PVC Bend/elbow 140 X 140mm dia (heavy duty)Analsis Rate/P.S. |
| 92 | End cap 110mm diaAnalsis Rate/P.S. |
| 93 | Reducer 140 x 110 mm dia (heavy duty)Analsis Rate/P.S. |
| 94 | Excavatiing trenches of required width for pipes, cables, etc.including excavation for sockets, depth upto 1.5mt including getting out the excavated materilas returning the soil as pequired in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc.and dispositing of surplus exacavated soil as directed within a lead of 50mpipes cables etc. exceeding 80mm dia but not excaeding 300mm dia.DSR 2023 Item No. 2.10.1.2 |
| 95 | Carting & laying and jointing of following dia PVC pipe and specials with specified cement except jointing of fire hydrent and sluice valve all coplete including supply of all materials labour T&P etc. required for proper completion of work excluding supply of pipe and special but including supply of specified jointing cement as directed by E/I 110mm dia Analsis Rate/P.S. |
| 96 | 140mm diaAnalsis Rate/P.S. |
| 97 | Supply and fixing of C.I. under ground as per IS 989/84 ISI mark fire hydrent post type complete with bolts and nuts rubber including one sluice valve with road surface box duckfoot bend, flange, fisher and tee, reducer and standard post colomn fitted in the 63mm coupling as per direction of E/IAnalsis Rate/P.S. |
| 98 | Construction of massonery chamber 120x120x100cm in inside with M-150 class designation brick work in cement mortar 1:4 (1 cement and 4 coarse sand) for sluice valve with C.I. surface box 100 mm top dia meter 160mm bottom dia meter and 180mm deep in side with chained lid and RCC top slab 1:2:4 cement and coarse sand and stone grit, necessaryexcavation, foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size) and in side plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with common brunt clay FPS (non modular) brick of class design 7.5 DSR 2023 Item No. 18.34.1 |
| 99 | Providing and fixing C.I. sluice valve with cap complete with bolts, nuts, rubber in section etc. below of dia sluice valve complete in all respects DSR 2018/18.31 class-I100 mm dia DSR 2023 Item No. 18.31.1.1 |
| 100 | Providing and fixing of C.I. double acting 50mm dia air valve of approved quality with bolts, nuts, rubber inserting etc. all complete DSR 2023 Item No. 18.59.1 |
| 101 | Cement concrete with 2cm gauge approved stone grit coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work PWD SOR 2023 Item No. 279 (i) |
| 102 | Plot connection Providing connection on main water line with G.I. clamps nuts socket also including 2mt long 15mm dia CPVC pipe with end cap rate as per DSR 2023 Item No. 18.13.1 |
| 103 | Supply, stacking, carting, laying, jointing CI D joints with specials as flange etc as per completion of the work110mm diaAnalsis Rate/P.S. |
| 104 | Constructing masonry chamber 60x60x75cm inside , in brick work in cement mortar 1:4 (1cement:4 coarse sand) for sluice vavle, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), I/C necessary excavation, foundation concrete 1:5:10 (1 cement:5 fine ksand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm thick, finised with a floating coat of neat cement complete as per standard design. Analysis Rate/P.S. |
| 105 | Providing and fixing of gun metalgate valve 20mm dia with C.I. wheel of approved quality (screwed end) DSR 2023 Item No. 18.17.1a |
| 106 | Electrical TrenchEarth work in Excavation in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches orin to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding royality)P.W.D. SOR 2023 Item No. 251 |
| 107 | Conctete with 4cm (1½\") guage approved stone ballast approved coarse sandand cement in proportion of 8:4:1 foundation and under floor, including supply of all material labour and T&P etc required for proper completion of the work.P.W.D. SOR 2023 Item No. 281 |
| 108 | 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, Ordinary Portland 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, carriagefor 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. 5.33.1 All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cumDSR 2023 Item No. 5.33.1.1 |
| 109 | Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 Item No. 5.9.2 |
| 110 | Add for using extra cement in the items of design mix over and above the specified cement content therein.PWD SOR Basic Rate of Material 7i |
| 111 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.P.W.D. SOR 2023 Item No. 504 |
